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142 CANAL STREET - BUILDING JACKET 142 CANAL STREET ' 1 1 ,s &789 375- �s�y 6N 'S Z g8G Ju,� 5 � SPP©�w,�;�� v �� Certificate Number ertificate Number: B-15-44 Permit Number: B-15-44 Commonwealth of Massachusetts City of Salem ThisIs to C rtlfy his is to 7Certify thatthe ....... ........................Commercial Building Building T...y'pe" ... located at b1dg3 CANAL STREET .......... ........ .. .* ..... .. .... ...... Address in the Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY 142A CANAL STREET BUILDING 3 UNIT A AARONS This Permit is granted in conforrnity with the Statutes and Ordinances relating thereto, and expires ...._........ Not ...-4PP4cqNe........... unless sooner suspended or revoked. Expiration Date Issued On: Wednesday, March 25, 2015 ..•9881Q W � w�wls„� a S U� w � � - o �� DIVfnS�� ' ,�s �, ?� crv�A N —r-�-;, Commonwealth of Massachusetts a City of Salem ` - 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595 x5841 Retum Card to Building Dlyision for Certificate of Occupancy _ Permit No. B-15-44 FEE PAID: $891.00 PERMIT TO BUILD DATE ISSUED: 1 2 15 This certifies that 142 CANAL STREET NOM TRUST SNAKEBITE REALTY, LLC has permission to erect, alter, or demolish?,building, IAZbldgli,CANAL.STREET Map/Lot: 330006-0 as follows: Renovation INTERIOR FITOUT FOR EXISTING TENANT CE. WORK TO INCLUDE: DEMO EXISTING WALLS, REPLACE CEILING,`'& HVAC, LIGHTING UPGRADE; UPGRADE EXISTING BATHROOMS, NEW OFFICES, NEW"FINISHES, REPLACE/RELOCATE EXISTING ELECTRICAL PANEL•S.(PLANS INCLUDED) Contractor Name:. ROBERT XMECURIO i1 t i DBA: f ) I III Contractor License No: CS-092125 { 1/22/2015 Bull Ing tmlctar Date This permit shall be deemed abandoned and invalid unless:Ute work authorized this may grant orre.or more extensions not to exceed six the each upon written reeqquest.�rmiC is comment_ ed within six morahs'afterissuance.The Building Official . Ced wit All work authorized b this Y permit shall conform to the approved application and the approved construction documents for which 9u All construction,alterations and changes ofuse of any?building and strucf res shall be in compliance with the local zoning Permit has been granted. This displayed Y I g by-lawsannd codes. . Permit shall be dii la ed r1 a location clearly visible from access-,St t a road and shall be maintained o 'I work until the completion of the same: [ _ pen for public inspection for the entire duration of the The certificate of Occupancy willnot be issued until all applicable signatur by the Building and Fire Official&are provided on this permit. H IC#: - "Persons contracting with unregistered contractors do not h ' . ave access to ttre guaranty fund"(asset form in MGL C,142A). Restrictions: Building plans are to be available on site. All Permit'Cards are the property of the PROPERTY OWNER. I Comrconwealth of Massachusetts a City of Salem Y q. 120 Washington St,3rd Floor Salem AM 01970(978)745-9595 x5641 ^^ Return card to Building Division for Certificate of Occupancy Structure CITY OF SALEM BUILDING PERMIT f s PERMIT TO BE POSTED IN THE WINDOW kxcavation INSPECTION RECORD noting Foundation Framing \► `g Mechanical M L;L ^'I I Y INSPECTION: BY DATE Insulation ,. ChimneylSmoke Chamber Final 41kPlum ng/ as Rough:Plumbing` ^I�'15 W�°'' t Rough:Gas .� Fina `x Electrical Service Rough_/ Final �-) Fir partment Preliminary Final Health Department Preliminary Final Certificate Number ertificate Number: B-15-44 Permit Number: B-15-44 Commonwealth of Massachusetts City of Salem Is Is to Cc _rtlfy This is to 7Certify that 5the .......... ...Commercial Building -................. located at b1dg3 CANAL STREET Address .......... in the ..... Salem Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY 142A CANAL STREET BUILDING 3 UNIT A AARONS This Permit is granted in conformity with the Statutes and ordinances relating thereto, and expires .......................... Not Applicable Expiration Date unless sooner suspended or revoked. Issued On: Wednesday, March 25, 2015 ..•9881'�f W �`Oy wnwis 0 w DIV1�S w� E-� H Commonwealth of Massachusetts Citv of Salem 120 Washington S4 3rd Floor Salem,MA 01970(978)745.9595x5841 ' Return card to Building DWlsion for Certificate of Occupancy Permit No. B-15 =44 FEE PAID: $891.00 PERMIT TO ' BUILD DATE ISSUED: 1 015 This certifies that 142 CANAL STREET NOM TRUST SNAKEBITE REALTY, LLC has permission to erect, alter, or demolish bu lding,.,, —1-42rbldg3..CANAL STREET Map/Lot: 330006-0 as follows: 'Renovation INTERIOR FITOUT FOR EXISTING TENANT ACE. WORK TO INCLUDE: DEMO EXISTING WALLS; REPLACE CEILING;°& HVAC, LIGHTING UPGRADE; UPGRADE EXISTING BATHROOMS, NEW OFFICES, NEWjFINISHES, REPLACE/RELOCATE.EXISTING ELECTRICAL—PANELS,( LANS INCLUDED) Contractor Name: ROBERT J. MECURIO,q {j DBA Contractor License No: CS-092125 1122/2015 Buil Ing ici Date This permit shall be deemed abandoned and invalid unless the work authorized-bythis ' may grant one or more extenstorts not to exceed six months each u Permit is commenced within six morlths,�after issuance.The Building Official - 1 Pon written request All work authorized by this permit shall conform to the approved application and the approved construction d ants for which this All rnnstruction,alterations and changes of use of an ; }pPermR has been granted. - - - Y�building and structures shall be in compliance with the local zoning by-laws and codes. �^ 1 This permit shall bedisplayed in a location clearly visitiIs from access street or road and shall be maintained op n for public inspectipn for the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until al '!/ liapplicabie signatures by the Building and Rm Officials arelprovided on this permit. HIC#: Persons contracting with unregistered con Py �N -tractors do not have access to the guam- fund"(asset forth in MGL c.142A). Restrictions: Building plans are to be available on site. . All Permit Cards are the property of the PROPERTY OWNER. Commonwealth of Massachusetts, -0 City of Salem c 120 Washington Sty 3rd Floor Salem,MA 01970(978)745-9595 x5841 " Return card to Building Division for Certificate of occupancy Structure CITY OF SALEM BUILDING PERMIT E PERMIT TO BE POSTED IN THE WINDOW INSPECTION RECORD Footing Moundation (Framing 14Mechanical vM L ;�/ 11 Y INSPECTION: BY DATE Insulation ChimneylSmoke Chamber Final 1 v4%p Plum ng/ as rpt �J 4( a-/ -4- 11+x` Rough:Plumbing/� a- -K " Rough:Gas Final Electrical Service Rougtl 2. Final Fire partment Preliminary Final lFinaHealth Department l ary 0*.'�_"G Commonwealth of Massachusetts City of Salem 120 Washington St,3rd Floor Salem,MA01970(978)745-9595 x5641 Return card to Building Division for Certificate of Occupancy Permit No. B-14-1269 17EE PAID: $0.00 PER12WIT TO BUILD DATE ISSUED: 8/21/2014 This certifies that 142 CANAL STREET NOM TRUST SNAKEBITE REALTY, LLC has permission to erect, alter, or demolish a building . , ,142-bidg2 CANAL STREET Map/Lot: 330006-0 as follows: Signs SIGN PERMIT AS APPROVED FOR: O'RIELLY`AUTO PARTS Is, W a: Contractor Name: RUSS BAKER DBA: SIGNS BY "RUSS" INC. ry Contractor License No: CS-062767 Zy- a ., r 8/21/2014 is Building Official E Date This permit shall be deemed abandoned and invalid unless the work authorized by this permit Is commenced within siz months after issuance.The Building Official may grant one or more extensions not to exceed six months each upon written request ° All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building.and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained operi for public inspection for the entire duration of the work until the completion of the same. a1", ; ?- f Gr r°. 2 ,i y gI R5 fk The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided onthis permit. HIC#: Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). �S t� 01 iii Y€43 e` ` fir Restrictions: r " ...�o.Nnw. d �wwtw ,...xm,.i�c%�.- .,al + ss .m •�. Building plans are to be available on site. All Permit Cards are the property of the PROPERTY OWNER. City of Salem Sign Permit Application Worksheet 31-Jul-14 O'Reilly Auto Parts 142 Canal Street Zoning(res/non-res) Entrance Corridor(YIN) Y Lot frontage 452 feet Building or tenant frontage 65 feet #of businesses on site ' Bldng dist from street center 100 feet Multiplier 1 m Cn 'O c m uilding'and Blade Signs ; 777 -777 ` maximum area permitted 65.00 sq ft total proposed sign area 0.00 sq ft sign 1 W �� Sign length 0.00 inches 'o U) height 0.00 inches sign 2 Sign length 0.00 inches W N - height 0.00 inches sign 3 length 0.00 inches height 0.00 inches sign 4 length 0.00 inches height 0.00 inches sign 5 length 0.00 inches hei ht 0.00 inches maximum area permitted 62.50 sq ft(per side) maximum#of signs permitted 1 signs maximum height permitted 15.00 ft tall TOTAL PYLON SIGN sign 1 proposed sign area 62.57 sq ft length 85.00 inches height 106.00 inches proposed sign height 12.00 It(approx) sign 2 proposed sign area 21.25 sq ft length 85.00 inches height 36.00 inches proposed sign height ft Application meets guidelines set forth in the Salem Sign Ordinance Yes Recommend approval Yes The applicant proposes to cut down existing poles(that are currently out of compliance),to a height of 124". They will refurbish the existing multi-tenant pylon sign and place their company's signage at the top of it-it will be a 21.25 sq/ft sign within the pylon sign. The pylon sign will be non-illuminated. Permit Number l Z_ q APPLICATION FOR PERMIT TO ERECT A SIGN NOTE: BUILDING PERMIT MUST BE OBTAINED BEFORE SIGN IS ERECTED •- Location, Ownership and Detail Must Be Correct, Complete, and Legible Salem, Massachusetts Date To the Building Inspector: The undersigned hereby applies for a permit to ❑Erect, ❑Alter, ❑Repair a sign on the following described buildings: Street Address Zoning District ❑Urban Renewal Area - nuance Corridor ❑Historic District ❑ None ou Ke 1-c C19 14'F 4-Z--- Use of Building Telephone J G L 1 floor 0 "IR e ; 11 04 o '. Ar tS 2" floor Address 33` aa4lersoN +, S'Pr r J-idd p 3` floor Telephoneyt7._ 6D _ G 71Y YG 4 floor E-mail 1�•Ark5�. r e'U -9vYo Com How many businesses are in the building? If corporate body, name�� ,� Frontage of responsibleofficer Ark] S S `• N'o Z' t�,c,sS -V C- -g)Ake, Building linear feet Construction Sup's License No C5 O G �;I.7 6 7 Applicant's Space(if multi-tenant) linear feet Address .3013.2. V •(:Ri3*ori M O ?S Property linear feet Telephone o 8 , yy� 1Mail Sign Permit to E-mail 7G N vfS. ComcA ❑ Sign Owner woUgn Erector ❑Other: posed Signs(if more than three signs are proposed, attach additional sheets) Si•n 1I Sign 2 1 Sign 3 urface it Surface ❑Surface rt:Right Angle to Building o Right Angle to Building o Right Angle to Building p^Pfee Standing ❑ Free Standing o Free Standing o Awning ❑Awning o Awning ❑ Portable(A-Frame) ❑ Portable(A-Frame) o Portable(A-Frame) ❑Other(specify) ❑ Other(specify) ❑ Other(specify) Sign Materials Sign Materials Sign Materials 10�, N Sign Dimegnson� Sign Dimensions Sign Dimensions Sign AreaSign Area Sign Area �a^ S jr s ft s ft sq ft Sign Height(i/ffree standing) `a!y , Sign Height(if free standing) - Sign Height(if free standing) ,r Esti ted Cost of Net Work $ 006. 00 Existing Signs Type Sign Area To Be Removed? Sign Owner ❑Surface sq ft ❑yes ❑no ❑Right Angle to Building sq it ❑yes ❑no ❑ Free Standing sq It c yes ❑no SiQn Owner's uthprizedR e� entative ❑Awning sq ft ❑yes ❑no f� �/ �;g ti S %3 Qu S5 ❑Other(specify) sq it ❑yes ❑no Property Owner Internal Review PlanninCommunity De-0610ment Department Historical Commission Appioval •tes�.a Building Inspector 0&210 mv The Commonwealth of Massachusetts Priri4 Form 1 Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print Legibly Business/Organization Name: S <9� S y 12�SS,Ti✓c Address: D c44,/, b er f-y S 4- 0 nl 0'4 9A City/State/Zip:' /oc !1_oi, . 0 �- p 1 Phone #: 5-0 $—S-8-0 — 12,3 / Are you an employer?Check the appropriate box: Business Type(required): 1.2 I am a employer with IS employees(full and/ 5. ❑ Retail or part-time).* 6. ❑ Restaurant/Bar/Eating Establishment 2.❑ I am a sole proprietor or partnership and have no 7, ❑ Office and/or Sales(incl. real estate, auto,etc.) employees working for me in any capacity. [No workers' comp. insurance required] 8. ❑ Non-profit 3.❑ We are a corporation and its officers have exercised 9. ❑ Entertainment their right of exemption per c. 152, §1(4),and we have 10.F] Manufacturing no employees. [No workers' comp. insurance required]* 11.E] Health Care 4.❑ We are a non-profit organization, staffed by volunteers, with no employees. [No workers' comp. insurance req.] 12.2rOther S i)w S *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. **If the corporate officers have exempted themselves,but the corporation has other employees,a workers'compensation policy is required and such an organization should check box#1. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance Company Name: ZrAtiS poi-,494j6w' y tis v.,i¢ e_z Insurer's Address: 1'4-Z C 4 n 4/ S.t City/State/Zip: 5 al��'1 1114 Policy #or Self-ins. Lic. # 0 c, Yo 19-A 0,2 47,y Expiration Date: S-10115Y Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify,under the pa as andpenalties ofperjury that the information provided above is true and correct. Sienature: Date: 7 Lig Phone#: f o Official use only. Do not write in this area,to be completed by city or town official, City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Licensing Board 5. Selectmen's Office 6. Other Contact Person: Phone#: www.mass.gov/dia 6/9/14 Applicable Governmental Permitting Agency City of Salem, MA RE: Letter of Authorization to Signs by Russ, Inc from Snakebite Realty LLC This letter authorizes and gives permission to O'Reilly Auto Parts to obtain proper permits to install exterior signage for their leased space from Denenberg Realty at 142 Canal Street Salem, MA 01970. O'Reilly Auto Parrs will be contracting with Signs by Russ, Inc to install the exterior signage. They have Denenberg Realty's permission to pull a permit and install exterior signage at the above location If there are any problems or you need to get in touch with me, feel free to call me at 617-720-5656 Sincerely, ---�/ P perry Manager DAT SCALE 1" = 1' � .. a Purposed new Double faced Pole sign. Square footage of sign is 62.5 sq ft 36 z, City allows 60 sq ft I 12' 4" from ground to top of Sign Y TENANT SPACE 14.5 ' Sign is Non illuminated Sign fabricated of Aluminum Extrusion. TENANT SPACE 14:51' c Faces fabricated of 063 white Aluminum N ; Colors and copy to be determine -It TENANT SPACE TENANT SPACE 145 ' Existing poles to remain, poles cut down to 12' 4" to top. Poles are 12"x12" 3 TENANT SPACE TENANT SPACE 14.5;' 4211 QST 4211 New aluminum pole cover at base of pole o City permit needed k 18" All alaehmal eemporonb arm menular t Ta 5 w. '• luring memode us" In the production of , gyp% .a4 Do not scale. Written dlmenalare tints, sign almll meet tie retlonel coda :.. :A: #'&g 4 . . " s,hell Mw areoedeacswmre owe easiest requlramfor"to 7 b set farm M mee.eremema status, all nemrre- the National mm Pmt=lan AgeneA Replace existing pole cover manta on elta wheremrti eng tS mrd Underwrltme Labawarorlee, project Slendmde ler 9afeh 1ul-913 A 21". m.n.�d�oa��rm eeberr e.nu�b ItM510N3 O'Reilly Auto Parts m..m..a.>w e..p.�..raamremwea.ca >•+eaow rC SIGNS BY "BUSS" INC. AppnovEo onAwN gr em n name.er.+ee rm..dw...r..e mm. • SCRLE 1"=1• w.ar.e..iv 1s,°°i'61pOeoie Whan You Think Of Signa Think Of Fuss DBS ar mm n.y anvwr.i.n�reowio area ase mu DATE 610-I4 Ptopmed New pole sip eet ®_ DESIGN MANUFACTURE MAINTENANCE ACCEPTED DATE 2m Immrr W eaorxr K W omot hams SHEET 1 OF 1 � soe-awy I&K sog-seo-esso Salem,MA °R""'NOIa A Nuwm City of Salem Department of Planning Check/Cash Receipt and Tracking °evelopment Please commake t pwo lete form and 9 Form copies. Date Received Amount Received Form of Payment Check Client Information11Money Order CASH PAYMENTS: client initialsLV Sign Permit Application Fee ❑ Payment received for what Conservation Commission Fee ❑ service? Planning Board Fee/ ZBA ❑ SRA/DRB Fee ❑ Old Town Hall Rental Fee ❑ Other: Name of staff person receiving payment L (�9/�7 Additional Notes SIGNS BY"RUSS", INC. BANK OF AMERICA 12788 P.O. BOX 393 MASSACHUSETTS SOUTH EASTON,MA 02375-0393 508-580-2221 5-13 110 PAY led TO THE ,J 713y� DATE / t7S,00 AMOUNT ORDER OF: -�J AUTHOR.- 11'01 278811' a:01 LOGO 138j: 00448 4559811• \ �/ -"y'^�• 111ccn ano rorm: ()PCD Finance Copy 1: Client COPY 2: Application File �—ient Commonwealth of Massachusetts � � f a Citv of Salem r 9 s Fr 126 Washington St,3rd Floor Salem,MA 01970(978)745-9595X5641 �. Return Gard to Building Division for Certifcate of Occupancy - - Permit B-14-812 E R M I T TO BUIL D FEE PAID:: $1$1,672.00" DATE ISSUED: ._ - .5/9/2014 This certifies that 142 CANAL STREET NOM TRUST SNAKEBITE REALTY, LLC -has permission to erect, alter, or demolish a building 142-bldg2_CANAL STREET Map/Lot: 330006-0 as follows: Renovation 780-14 REMODEL OF EXISTING RETAIL SPACE FOR AUTO PARTS SALES. NEW FINISHES, LIGHT FIXTURES, SHELVING/RACKING'FIXTURES 8r DUCTWORK. MODIFY POWER AS NEEDED t - = = ,t Contractor Name: tt DBA: Contractor License No: j 5/9/2014 r —Building I ;-E _ Date This.permit shall be deemed abandoned and'invalid unless the work authorized by this permit is commenced within six months after issuance.The Building Official may grant one or more extensions not to exceed six months-each upon written request' a. `�' All work authorized by this permit shall conform to thepa proved appiliication and the approved construction documents for which this permit has been granted. , All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public Inspection for the entire duration ofthe ' work until the completion of the same. f -.�„ .? The Certificate of Occupancy will not be issued until all applicable sI LLna providedTa h p y pp g ures by the Building and Fre Offiaals are on this permit. - r HIC#:„-, y Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Restrictions: a• f' 441 AL Building plans are to be available on site. All Permit Cards are the property of the PROPERTY'OWNER. f coNOt�A~�u Commonwealth of Massachusetts /6 a City of Salem O N M 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595 x5641 Return card to Building Division for Certificate of Occupancy Structure CITY OF SALEM BUILDING OERMIT PERMIT TO BE POSTED IN THE; WINDOW ' a Excavation s Footing INSPECTIONRECORD Foundation Framing MechanicalA , M Insulation INSPECTION: - ABY v DATE Chimney/Smoke Chamber 4 `=. = ; Final y _ k 5 x § k K Plumbing/Gas a 7 Rough:Plumbing Rough:Gas Finaliw _ Electrical ` ` Service "-;:: - s +s S Rough .5 • . ... _ Final Fir apartment { r r " Preliminary Final V14x a Health Department t y _ 1 p Preliminary '9 Final ® r, i i 4 Certificate Number: B-14-859 Permit Number: B-14-859 Commonwealth of Massachusetts City of Salem This is to Certify that the Commercial Building located at Building Type 142 CANAL STREET in the City of Salem Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY r� O'Reilly Auto Parts This Permit is granted in conformity with the Statutes and Ordinances relating thereto, and expires Not Applicable unless sooner suspended or revoked. Expiration Date Issued On: Tuesday, September 30, 2014 // CVia: Priority Overnight CASCO Architecture } Engineering LETTER OF TRANSMITTAL TO City of Salem DATE September 29, 2014 Inspectional Services 120 Washington Street 3r" Floor Salem, MA 01970 RE O'Reilly Auto Shops ATTN Michael Lutzydowski SMA Salem, MA We are transmitting herewith the following: QUANTITY DESCRIPTION One (1) Signed and Sealed Architects Letter of Substantial Completion REMARKS: As requested. Sincerely, CASCO nn ( eta Darla Meyer cc: Steve Peterie, O'Reilly (Via: Email) Melanie Robertson-Oxner, O'Reilly (Via: Email) Thomas Fetters—O'Reilly (via Email) PLE, NLK, ACT K:IOReill&rojectslSalem MA SMA 314116\WP\Bid_PermiM40929 Signed Substantial completion\Trans Architects Substantial Completion 09 29 14.doc CASCO DIVERSIFIED CORPORATION 10877 Watson Road Portland,OR St.Louis,MO 63127 Edison,NJ 314.821.1100 CVia: Email & Priority Overnight CASCO Architecture } Engineering Architects Letter of Substantial Completion City of Salem DATE September 29, 2014 Inspectional Services 120 Washington Street 3rtl Floor Salem, MA 01970 Attn: Michael Lutzydowski RE O'Reilly Auto Shops SMA Salem, MA Dear Mr. Lutzydowski, Based upon observed conditions of the contractor's re-application of the ceiling insulation, it is our professional opinion that the ceiling insulation meets the Massachusetts state building code and other local requirements. It is also our professional opinion that the space is ready for occupancy. Please contact me should you have any questions. Regards, CAS C ver ' ied Cor oration %y y„ William A. Bandle Qy: « ' Professional of Record � License No. 9847 l cc: Steve Peterie, O'Reilly (Via: Email) Melanie Robertson-Oxner, O'Reilly (Via: Email) Thomas Fetters—O'Reilly(via Email) JMG, DGM, PLE, NLK, ACT k:\oreilly\projects\.salem ma sma 314116\cds\reccived\140926 substantial completion letter\trans architects letter 092914doc.doc CASCO DIVERSIFIED CORPORATION 10877 Watson Road Portland,OR St.Louis,MO 63127 Edison, NJ 314.821.1100 k:\oreilly\projects\salem ma sma 314116\cds\received\140926 substantial completion letter\trans architectsletter 092914doc.doc CASCO DIVERSIFIED CORPORATION 10877 Watson Road Portland,OR St.Louis,MO 63127 Edison,NJ 314.821.1100 C CASCO FINAL FIELD VISIT REPORT & PUNCH LIST This visit was made to observe certain aspects of the Construction Progress. Itwas not intended to bean intense effort to verity strict Contractorcompliance, but only a periodic review of progress to see if construction is proceeding in general accord with the design Intent. Opinions,observations and/or recommendations offered in this report should not alter the Construction Contract not any relationships. No assurance or certification as to the quality or completeness of the construction progress is intended,nor should such be construed,since periodic non-continuous observation cannot provide direct knowledge of all candilions as necessaryfor such a representation.This visit also specifically excludes consideration of Construction Means and Methods as well as Worker Safety. REPORT#: Final (updated 9/15/14) PROJECT: O'Reilly Auto Parts-Salem, MA PROJECT NUMBER: 314116 SITE LOCATION: 142 Canal Street Salem, MA CASCO REPRESENTATIVE: John Ginocchio DATE OF VISIT: Tuesday September 9, 2014 TIME OF DAY: 8:30 AM-11:00 AM j i WEATHER CONDITIONS: Mostly Sunny WIND CONDITIONS: +-5mph ESE TEMPERATURE: Upper-70's OBSERVATIONS SUMMARY: The following field observations detailed here below demonstrate that the constructed Tenant Fit-Out for O'Reilly Auto Parts Store has been completed in a manner consistent with CASCO's construction documents. There remain two items which need to be resolved prior to this project being deemed satisfactorily complete and ready for occupancy as noted in section B. below. A. Observed completed items: - All interior walls and partitions have been constructed with specified finishes included. - All interior doors and associated hardware has been installed consistent with CASCO's construction documents. - All interior partitions at the existing exterior storefront, as well as all associated grilles for air circulation to the cavity spaces have been installed per CASCO's construction documents. - All interior store fixtures with associated egress paths of travel have been installed generally conforming to and providing clearances as detailed on CASCO's drawing F1 as submitted for permit on 04/10/2014. - A kraft paper faced batt insulation has been installed. In Parts Area A this insulation has been covered with a polypropylene scrim by Lamtec Corporation,product#WMP-50. CASCO's sheet O'Reilly Auto Parts-Salem, MA-CASCO Site Visit 09-09-14 Page 1 of 2 c CASCO Field Visit Report & Punch List A1.2, detail 6 calls for a faced blanket insulation (R-19) to be installed between the structural system, and supported with white metal"c"channels the width of the space on 24"centers. Per the 8th edition of the Massachusetts State Building Code, no amendments are currently in place for Chapter 7 of the IBC. Subsequently the 2009 IBC Section 719.3 entitled Insulating Materials states that where exposed as installed in buildings of any type of construction shall have a flame spread index of not more than 25 and a smoke-developed index of not more than 450.The kraft paper faced insulation as installed does not meet this requirement.See Punch List Item#3 for further detail concerning the remedy of this condition. - The high-low drinking fountain was installed and operational. - All Toilet plumbing fixtures and floor drains were installed and operational for both the men's and women's rooms. - The mop sink, as located in the men's room,was installed and operational. - All associated grab bars for both the men's and women's rooms accessible toiletswere installed. - Both the PLP and MP electrical panels were wall mounted,wired and labeled in conformance with CASCO's construction documents. - The electric generator transfer switch was installed. - The men's and women's restroom exhaust fans as indicated in CASCO's construction documents are installed and operational. - All tenant fit-out mechanical duct work for the existing RTUs were installed in general conformance to CASCO's construction documents. B. Punch List Items: 1.Toilet Paper Dispensers:Toilet paper dispensers as shown on CASCO's drawing A 4 detail 11 were not installed at the time of CASCO's site visit. 2. Existing Door at Parts Area "A": As requested during a Fire Subcode inspection the existing door as depicted at far left on CASCO's drawing 11 on sheet A 3 shall remain operational for emergency egress purposes. Hardware modifications per owner preference and Fire Subcode Official's approval to expedite this request shall be provided and installed by the General Contractor. 3. Insulation:The kraft paper faced insulation as installed needs to either be covered with drywall or have the paper facing removed throughout the entire O'Reilly's lease space.Brad Heffelmire of Lamtec Corporation has confirmed in an email with CASCO that if the kraft paper is removed,the WMP-50 POLYPROPYLENE SCRIM can be installed over the R-19 Blankets to provide the flame spread and smoke-developed index as required per Section 719.3 of the 2009 IBC. Brad also confirmed that the WMP-50 should be installed over the unfaced insulation in a continuous manner utilizing an attachment method which minimizes any gaps and holes. O'Reilly Auto Parts-Salem, MA-CASCO Site Visit 09-09-14 Page 2 of 2 c CASCO FINAL FIELD VISIT REPORT & PUNCH LIST This visit was made to observe certain aspects of the Construction Progress. it was not intended to bean intense effort to verify sMcl Contractor compliance, but only a periodic review of progress to see if construction Is proceeding in general accord with the design intent. Opinions,observations and/or recommendations offered in this report should not alter the Construction Contract nor any relationships. No assurance or certification as to the quality or completeness of the construction progress is intended,nor should such be construed,since periodic non-continuous observation cannot provide direct knowledge of all conditions as necessary for such a representation.This visit also specifically excludes consideration of Construction Means and Methods as well as Worker Safety. REPORT#: Final PROJECT: O'Reilly Auto Parts-Salem, MA PROJECT NUMBER: 314116 SITE LOCATION: 142 Canal Street Salem, MA CASCO REPRESENTATIVE: John Ginocchio DATE OF VISIT: Tuesday September 9, 2014 TIME OF DAY: 8:30 AM- 11:00 AM WEATHER CONDITIONS: Mostly Sunny WIND CONDITIONS: +-5mph ESE TEMPERATURE: Upper-70's I OBSERVATIONS SUMMARY: The following field observations detailed here below demonstrate that the constructed Tenant Fit-Out for O'Reilly Auto Parts Store has been completed in a manner consistent with CASCO's construction documents. There remain two items which need to be resolved prior to this project being deemed satisfactorily complete and ready for occupancy as noted in section B. below. A. Observed completed items: - All interior walls and partitions have been constructed with specified finishes included. - All interior doors and associated hardware has been installed consistent with CASCO's construction documents. - All interior partitions at the existing exterior storefront, as well as all associated grilles for air circulation to the cavity spaces have been installed per CASCO's construction documents. - All interior store fixtures with associated egress paths of travel have been installed generally conforming to and providing clearances as detailed on CASCO's drawing F1 as submitted for permit on 04/10/2014. - Faced batt insulation has been installed as shown in CASCO's construction documents on sheet A 1.2 detail 6. O'Reilly Auto Parts-Salem, MA-CASCO Site Visit 09-09-14 Page 1 of 2 ou CASCO Field Visit Report & Punch List - The high-low drinking fountain was installed and operational. - All Toilet plumbing fixtures and floor drains were installed and operational for both the men's and women's rooms. - The mop sink, as located in the men's room,was installed and operational. - All associated grab bars for both the men's and women's rooms accessible toilets were installed. - Both the PLP and MP electrical panels were wall mounted,wired and labeled in conformance with CASCO's construction documents. - The electric generator transfer switch was installed. - The men's and women's restroom exhaust fans as indicated in CASCO's construction documents are installed and operational. - All tenant fit-out mechanical duct work for the existing RTUs were installed in general conformance to CASCO's construction documents. B. Punch List Items: 1.Toilet Paper Dispensers:Toilet paper dispensers as shown on CASCO's drawing A4 detail 11 were not installed at the time of CASCO's site visit. 2. Existing Door at Parts Area"A": As requested during a Fire Subcode inspection the existing door as depicted at far left on CASCO's drawing 11 on sheet A 3 shall remain operational for emergency egress purposes. Hardware modifications per owner preference and Fire Subcode Official's approval to expedite this request shall be provided and installed by the General Contractor. U ^ r' William A. a Professionalal of of Record License No. 9547 cc: (all via email) Thomas St. Pierre- Inspectional Services Director-tstoierreasalem.com Michael Lutrzykowski- Assistant Building Inspector-mlutrzykowski(o)-salem.com Lt. Peter Schaeublin-Fire Marshal-pschaeublin aasalem.com Thomas Fetters-Construction Design Manager-O'Reilly Auto Parts Daniel Herron-Real Estate Project Administrator-O'Reilly Auto Parts Alex Gjavenis-Project Manager-G. M. Northrup Corporation PLE, PMP,CMS, DGM, NLK File:314116 Photo Attachments V O'Reilly Auto Parts-Salem, MA-CASCO Site Visit 09-09-14 Page 2 of 2 f o CASCO Field Visit Report & Punch Lis low-<p.9 1 2 'Y 5 � I William A. Bandle Professional of Record vn/J' el License No. 9547 cc: (all via email) Thomas St. Pierre- Inspectional Services Director-tstoierre(ZDsalem.com Michael Lutrzykowski- Assistant Building Inspector-mlutrzykowskiC&-salem.com Lt. Peter Schaeublin-Fire Marshal-pschaeublinosalem.com Thomas Fetters-Construction Design Manager-O'Reilly Auto Parts Daniel Herron-Real Estate Project Administrator-O'Reilly Auto Parts Alex Gjavenis-Project Manager-G. M. Northrup Corporation PLE, PMP, CMS, DGM, NLK File:314116 Photo Attachments I O'Reilly Auto Parts-Salem, MA-CASCO Site Visit 09-09-14 Page 3 of 2 CVia: Priority Overnight CASCO Architecture $ Engineering LETTER OF TRANSMITTAL TO City of Salem DATE September 26, 2014 Inspectional Services 120 Washington Street 3`a Floor Salem, MA1l0`1970 V RE O'Reilly Auto Shops ATTN Michael Lutz dowski SMA Salem, MA r � We are transmitting herewitl I',the following: QUANTITY DE: CRIPTION One (1) Signed and Sealed Architects Letter of Substantial Completion REMARKS: As requested. Sincerely, CASCO Darla Meyer cc: Steve Peterie, O'Reilly (Via: Email) Melanie Robertson-Oxner, O'Reilly (Via: Email) Thomas Fetters—O'Reilly (via Email) PLE, NLK, ACT K:10Reilly\ProjectslSalem MA SMA 3141161WP1Bid_Permit1140926 Signed Substantial completion\Trans Architects Substantial Completion 09 26 14.doc CASCO DIVERSIFIED CORPORATION 10877 Watson Road Portland,OR St.Louis,MO 63127 Edison,NJ 314.821.1100 CVia: Overnight CASCO Date: September 26, 2014 Architecture } Engineering Re: Architects Letter of Substantial Completion O'Reilly Auto Parts-Salem, MA To Whom It May Concern: CASCO is the Project Management firm that prepared the construction documents for the new O'Reilly Auto Parts Store located at 142 Canal Street. To the best of our knowledge and belief, based on our review of this project during our site visit on September 9th, 2014 and subsequent photos provided by the General Contractor during the process of correcting the punch list items identified in CASCO's report dated 9/15/14, construction and the required corrections to the ceiling assembly's installed insulation appears to have been undertaken in general accord with plans and specifications approved and permitted by the local governing authorities meeting the flame spread requirements identified in Section 719.3 of the 2009 IBC. We are unaware of any outstanding violations or corrective requirements, which may have been issued by any authority having jurisdiction, that have not been addressed or corrected. Notwithstanding unresolved Owner required items to be completed or corrected, and without relieving any party of their performance obligations imposed by contract or by commonly accepted industry practice, it is CASCO's professional opinion based upon representations of others and our best knowledge and belief that the facility is substantially complete, meeting the State of Massachusetts Building Code requirements as well as local code requirements, and is suitable for its intended purpose and ready for occupancy. No specific research, testing, or investigation has been performed pursuant to this declaration. Third parties may rely on this declaration to the extent that they recognize that this statement is neither a warrant nor a guarantee but is, indeed, a statement of "opinion" based upon available information, no other representations are expressed or implied. Sincerely, CASCO William A. Brindle k;;c3 to . t ,y � M Profe i al f ecord Lic 47 ((JJ CC: Thomas St. Pierre- Inspectional Services Director-tstoierre(a),salem.com Michael Lutrzykowski- Assistant Building Inspector-mlutrzvkowski(c�salcm.com Lt.Peter Schaeublin-Fire Marshal-oschaeublinQ_a salem.com Thomas Fetters-Construction Design Manager-O'Reilly Auto Parts Daniel Herron-Real Estate Project Administrator-O'Reilly Auto Parts Alex Gjavenis-Project Manager-G.M.Northrup Corporation PLE,PMP,CMS,DGM,NLK File:314116 K:10ReillylProjectslSalem MA SMA 3141161CWReceived1140926 Substantial Completion Letler1116-Substantial Complelion.doc CASCO DIVERSIFIED CORPORATION 10877 Watson Road Portland,OR St.Louis,MO 63127 Edison, NJ 314.821.1100 YCYrem for Peapain.�k9 em Oclpn of Pudi aM Prlvah BWEcgc 16 Crystal Street, Melrose, MA 02176 781-662-3498(ph) 781-662-8389(o MEMO To: Thomas St.Pierre From: Dan DiLullo Date: April 12009 Re: 142 Canal.Street Tom, We have modified the original intent of the slab at the 142 Canal Street building(Family Dollar)by eliminating from the work the horizontal R5 insulation at the slab perimeter. We have found that the R5 insulation which is 1"thick is difficult to work with and usually winds up broken either by workers walking on it during the concrete placement or by the actual weight of the concrete if the subgrade is not perfectly flat prior to its installation. In either case the installation is never complete and satisfactory. The 7s'Edition of the State Building Code, Chapter 13 allows for R5 insulation to be installed from the top of the slab then down 48"vertical in walls entirely below grade and for monolithic slabs. In the COMcheck compliance software there is a specific category for insulation installed vertically only from the top of the slab down 48"on the interior of the wall. We are also maintaining the original intent of an additional depth of concrete at the perimeter of the slab by increasing the slab thickness to 5"for the outside 24"of the slab. We have attached a modified Envelope Compliance Certificate which reflects the change in the foundation insulation detail. In the final metal building design we also added a layer of insulation to the roof system to increase that insulation value from R19 to R30. The end result of those changes increases the effectiveness of the building insulation system by 2%(26%better than required by Code). We believe that the changes described above are completely in compliance with the Massachusetts State Building Code and will provide a better product for our client and result in lower energy use. Please let me know if you have any questions or comments. Sinc r ly, u 0 t t Certificate No: 27-14 _ _ Building Permit No.: 27-14 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits I This is to Certify that the BUSINESS located at Dwelling Type 142 CANAL STREET in the CITY OF SALEM Address Town/City Nama IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY HONEY DEW DONUTS 140 CANAL STREET This permit is granted in conformity with the Statutes and ordinances relating thereto,and expires unless sooner suspended or revoked. Expiration Date Issued On: Mon Sep 23, 2013 GecTMS02013 Des Ladders Municipal Solutions,Inc. 142 CANAL STREET 27-14 Itis:-- -- 1403 COMMONWEALTH OF MASSACHUSETTS M 33 P 01,787.00 CITY OF SALEM 000b' . ALTERATIONS 27-14 BUILDING PERMIT JS-2014 000064 - $1,787.00 d: $.1,787.00 jBalance Due: $.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Expires: Use Group:. -Homeland Builders Inc LotSize(sq.f.): 153331.2 _ Zori : I `10Jvner: 142 CANAL STREET REALTY, LLC, C/O ROSANO ASSOCIATES INC. Units Gained: Applicant: Homeland Builders Inc 'Units Lost- AT: 142 CANAL STREET iDig Safe#i - � ISSUED OIY: 10-Jul-2013 AMENDED ON. EXPIRES ON: 10-Dec-2013 TO PERFORM THE FOLLOWING WORK BUILD PARTITIONWALLS,NEW FLOOR TILE, PAINT WALL,NEW CEILING PANELS, TILE BATH ROOM WALL AND INSTALL NEW CABINETS j bh POST THIS CARD SO IT IS VISIBLE FROM THE STREET F..Icchic Gas Plumbing Building thulciground: Underground: Underground: Excavation: Service: Meter: Footings: Bough: Rough: (tough: Foundation: Final: Final: Final: Rough Frame: Fireplace/Chimney: D.P.\V. Fire Health N'Icter: Oil: Insulation: (louse N Smoke: Final: Water: Alarm: Assessor Treasury: Sen"er: Sprinklers: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: Fee Type: Receipt No: Date Paid: Check No: Amount: BUILDING REC-2014-000070 10-Jul-13 1999 $1,787.00 Gco ri•'ISCD 2013 Des Lauriers Municipal Solutions,Inc CITY OF SALEM, MASSACHUSETTS .°oND17;( ,6 ASSESSING DEPARTMENT h 93 WASHINGTON STREET SALEM, 01970 TEL. 978-7-7 45-9595 D FAX. 978-744-2069 ASSESSORS@SALEM.COM MAYOR DIRECTOR KIMBERLEY DRISCOLL DEBORAH A. JACKSON BOARD OF ASSESSORS DONALD T. BATES RICHARD W. JAGOLTA. JR. August 22, 2013 DAMIAN JOHNSON Cheryl A. LaPointe City Clerk City Hall Salem, MA 01970 Dear Ms. LaPointe: Addresses of buildings at 138-142 Canal Street RE: New mailing addresses for the 3 commercial buildings located in at 138-142 Canal Street. Map 33 Lot 0006 There are 3 buildings on the property, see enclosed site. The first building on the site will be 138 Canal St, 2nd building 140 Canal St. and the 3`d building 142 Canal St. Units letters will be allocated by the owner of the property. Very truly yours, Deborah A Jackson Director of Assessing Cc: Mark R. Howell, Postmaster Chief David Cody, Fire Dept. Julie Rose, Water Dept. Thomas St.Pierre, Building Inspector Mark Losolfo, Police Dept. 911 Officer John Giardi , Electrical U 33-0105 132553 8 .: O sv�< - 't '�• zss Laurel St , 5p / 3 9s 98 gr / 331 RA 36 3 95 3X N 33- 92 �94` 86 33-M91 x 1 3 3390 30l' - 5 60 33 '�; 33-�Q�06 �►eadow st° _ �,, T - - a 8 7 3 33 35 3 .; 3& 2 s� 3 (n 33aV R 33s 33 9 1 C 33- 33- 55-S 3-33-55 S ocean Ave 50 325'S _ 41 A c "r33 Qql t 5 --5W s;.. lln t25 163 2 w, 1�9 5 I I 4 2 33aQi a � CA �r y� X51 ��,�kS:•'.s`�'i� c'� ,im rv, $0 �^y5D 18 16 � 10o zz 20 Oersey st 50 `1 I \ N 50. i'ziS MtlWec6 W P'agrem,R kv.m OeOg.d PUG aM PriVdI2B 1,, 16 Crystal Street, Melrose, MA 02176 781-662-3498(ph) 781-662-8389(0 MEW To: Thomas:St:Pierre Copy: Anthony Gattineri Date: January 18,2013 Re: 142 Canal Street Tom, I have attached item intended to respond to your request for information regarding the occupancy at 142 Canal Street for Triangle,Inc.: • I updated the parking plan to indicate the current tenancy of the buildings on the site. As in all previous cases the parking on the site is taken in total and not dedicated to specific tenants or buildings. • I have included the"as-built"plan for the area of the building occupied by Triangle • I have completed an analysis using the IEBC 2009. The level of work indicates a Level 2 compliance without a change of occupancy I did review the work when it was complete and before the tenant moved in. The actual work required for the tenant was minimal but did include new he accessible toilets,new lighting,new toilet ventilation and some minor repartitioning on both levels. New exit lights and emergency lighting was installed in all areas. Ple 1 me if y require additional information. D Nrhke�fm Rapam,Pdnn4g eM Dacignaf RNk aM Rtvi@ 0fd'ugc 16 Crystal Street, Melrose, MA 02176 781-662-3498(ph) 781-662-8389(0 NEMO To: Thomas St.Pierre City of Salem Date: January 16 2013 Re: 142 Canal Street,Tenant Fitout for Triangle Inc. The following analysis of the existing building at 142 Canal Street is submitted in support of the application for a Certificate of Occupancy as required by 780CMR, 8d'Edition and the 2009 IEBC. (The terms International Building Code and 780 CMR- 8'"Edition are interchangeable for the purposes of this analysis). Proposed Plan Area: ls`floor 3,650 sq. ft./Second Floor 2,940 sq. ft./Total: 6,590 sq.ft. Total Building Area: I'floor 23,530 sq.ft./Second Floor 4,088 sq.ft./Total 27,618 sq. ft. Par. 601: Type H B Construction Table 601: Component: Required Proposed Structural Frame 0 0 Ext. Bearing Walls 0 0 Int.Bearing Walls 0 0 Ext.Non Brg Walls 0 0 Int.Non Big Walls 0 0 Floor Const. 0 0 Roof Const. 0 0 Table 508.4: Occupancy Separation:Existing demising wall between the I"floor tenant spaces is a 2 hour rated masonry wall. Existing demising wall between 2°d floor tenants is a 1 hour rated stud and gypsum board wall. 2009 international Existing Building Code (IEBC): • Chapter 4, Section 404 classifies the work to be Level 2 alterations. Level 2 alterations shall comply with provisions of IEBC Chapters 6 for Level 1 alterations as well as Chapter 7. Area of Renovations Existing Occupancy Category: Business Group B Proposed Occupancy Category: Business Group B Chapter 7: Alterations—Level 2 Section 701 —General Par 701.1: All new construction elements shall comply with requirements of the International Building Code. Section 702—Special Use&Occupancy Par 702.1:N/A,the building is not subject to a special use or occupancy Section 703 —Building Elements&Materials Par 703.2.1: Existing vertical openings are not required to be rated as indicated in Exceptions 3.2.2, 3.2.5, and 5.2. Par. 703.2.2: N/A Par. 703.23: N/A Par. 703.3: N/A Par. 703.4: Interior finishes in the work area will meet the requirements of the International Building Code. Par. 703.5: N/A. Section 704—Fire Protection Par. 704.1.1: N/A Par. 704.2: A fire sprinkler system exists in the area of renovation.Any modifications will be in accordance with the International Building Code. Par. 7043: N/A Par. 704.4: An approved fire alarm system exists in the building and has been upgraded to include the newly altered areas proposed by this project,all as required by the NFPA 72 Section 705—Means of Egress Par.705.1: Requirements of this Section apply to this appication. Par.705.2: Means of egress were compliant with existing Codes when constructed and do not constitute a distinct hazard to life safety. Par.705.3: The number of exits is in compliance with current Codes Par.705.4 thru 705.6: Egress doorways throughout the proposed area comply with the sections regarding direction of swing, function,hardware and door size. Par.705.7 thru 705.7:Means of egress lighting and exit signs have been modified to comply to these requirements. Par.705.9:Existing handrails for the existing stairs comply with the requirements. Section 706—Accessibility Paz. 706.1: The work will result in improvements that comply with Section 605 of the IEBC, 521CMR and Chapter I I of the International Building Code. Handicapped toilets have been installed on the accessible level. Section 707- Structural Par. 707.1: No new structural components have been added and are not required. 2 Section 708—Electrical Par. 708.1: All newly installed electrical equipment and wiring will comply with the requirements of Chapter 5 Section 709-Mechanical Par. 709.1: All new or reconfigured spaces will be equipped with mechanical ventilation in compliance with the National-Mechanical Code Par. 709.2: All the new or reconfigured mechanically ventilated spaces will comply with the Indoor Air Quality Procedures determined in ASHRAE 62. Section 710—Plumbine Par. 710.1: New Handicapped accessible toilets have been installed on accessible levels Section 711 —Energy Conservation Par. 711.1: The reconfigured space will comply with the International Energy Conservation Code, as they apply to new and improved lighting throughout building. 3 PARKING SUMMARY - EXISTING - PROPOSED V) USE ZONING REO. # REO'U 6Y ZONING COMMENTS laJ FAMILY DOLLAR (9,180 SF) I SPACE/150 SF (E%CL STOR) 52 7,736 SF t 1,056 STORAGE Q p� LI'L CAESAR (1,800 SF) I SPACE/2 EMPLOYEES 6 NO SEATING - 4 EMPLOYEES PLUS 2 DELIVERY CARS V $ 1 PER 4 SEATS C) 999 .. V) w HERTZ CAR RENTAL (2,200 SF) I SPACE/150 SF 15 Q y TRIANGLE, INC I SPACE PER EMPLOYEE 18 k d i j - AUTO SERVICES (1,200 SF) I SPACE / 1, EMPLOYEES 1 , J I SPACE / 1,000 SF 1 Q VACANT SPACE (12,000 SF) 50% @ I SPACE / 150 SF 40 50% C I SPACE / IOOOSF 6 ENTERPRISE CAR RENTAL (1,150 SF) I SPACE / 150 SF 8 h � JACKSON HEWITT I SPACE / 150 SF 8 @ TOTAL SPACES REQUIRED 156 TOTAL ON SITE 177 i 5 < MerA i 0 W AF w CL u --� � o Lu n Iti '5,`` 6 C� MCLXf iY11LYO i 1 MI6 � �� L9Lh1FMR O tn XRY�11 1 0 O 0 E c GUI REKML o � - 't a 9 p V V - ' a e o 1. �'' Ke nw,n[[x_Ccy PNOPFI(IYIpE i } d 5 _ a-.vm wx --- v mm S w I Ew9 n . S ST AG /CONF EN / / / RCP EN FF E / / LOCUS PLAN Hom Stmee / 05 StmEe OF ICE 0 IC / / / / / / / / / / / / / / / / OFF ci e / 3 Pulismum P EmegengtlgMing WP�emin /G RA / / / / / / o / / / / icandeN/afalmg e9 Vtn. EMUlht SECOND FLOOR PLAN 9ht e"'g"`" 2940 SF (29 OCCUOANTS @ IOOSF) 94'-10" © S OPEN 0 IC �EC IONW/ ST AG FIRST FLOOR PLAN 3,650 SF (36 OCCUPANTS @ IOOSF) TRIANGLE INC. EXISTING PLAN 142 CANAL STREET /� IST & 2ND FLOORS SALEM, MA A e drawn: dfd scale: nts date: Dec 6 2012 dwg no: Certificate No: 12-1 Building Permit No.: 413-12 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the BUSINESS located at Dwelling Type 142 CANAL STREET in the CITY OF SALEM -------- - - - -- -------------- Address Town/City Name IS HEREBY GRANTED A TEMPORARY CERTIFICATE OF OCCUPANCY TRIANGLE INC UNIT E This permit is granted in conformity with the Statutes and ordinances relating thereto, and expires _Sunday Jan 6, 2013_ unless sooner suspended or revoked. Expiration Date ------------- - - ----_ -------------- Issued On:Fri Dec 7, 2012 GeoTMS®2012 Des Landers Municipal Solutions,Inc. ------------- ----------------------------------------------------------------- a CITY OF SALEM PUBLICPROPRERTY DEPARTMENT KIMBERLEY DRISOOLL MAYOR 120 WASI-BNGTON STREET♦ SALEM,MASSACHUSETTS 01970 TEL:978-745-9595♦FAY-.978-740-9846 May 14, 2012 Salem Licensing Board 93 Washington Street Second Floor, Room#8 Salem,Massachusetts 01970 Honorable Members; An inspection of the building located at 142 Canal Street,was conducted on Friday,May 4, 2012. It was to review the three bay tenant's unit that Witch City Taxi presently occupies. It was noted and explained to the representative of Witch City Taxi that our Department has no record of an Occupancy Permit for this location for Witch City Taxi. The representative for the Applicant was very belligerent in the request for proof of Occupancy and requests for the Owner to respond to our office have gone unheeded. It is stated to your Board that Witch City Taxi does not have a Certificates of Occupancy, or Certificates of Inspection, as required by Section 120 and 106 of the Massachusetts State Building Code,thus this Department cannot sign off on the "Routing Slip"supplied to our office for review by the your Board. Additionally this Department has no record of the"Use Group"that the applicant presently unlawfully occupies at the 142 Canal Street location and requires further documentation to determine the Zoning and Parking Ordinance requirements associated with the their present and future business at the location. Please contact this Department for comment. Sincerely, Michael Lutrzykowski Assistant Building Inspector CC: file, Jason Silva Certificate No: 783-12 Building Permit No.: 783-12 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Pemnts This is to Certify that the BUSINESS located at Dwelling Type 142 CANAL STREET in the CITY OF SALEM -------------- - - - - - - --------------------------------- - - - --------- Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY T TIRE 142 CANAL STREET UNIT C This pemnt is granted in conformity with the Statutes and ordinances relating thereto, and expires .............................. _ __ __ unless sooner suspended or revoked. Expiration Date Issued On: Mon May 14, 2012 GeoTMS®2012 Des Lenders Municipal Solutions,Inc. ----------------------------------------------------------------'------- -"-' SEGER A.RCT33ITECTS , INC . D E S I G N / P i ANN l N G / M A N A GEM E NT May 1, 2012 Wilson Tejada "T"Tires Store 142 Canal Street Salem, MA 09170 Re:Code Summary-2009 IEBC T Tire Store-142 Canal Street-Unit C Salem, MA Summary of Code Review: Seger Architects, Inc. has provided a site visit and a code analysis to review an existing industrial zoned building structure located at 142 Canal Street. The existing building is a one story masonry wall construction building with steel joist and roof deck construction.The existing building area is approx. 2,500 SF building and is fully sprinkled with a fire protection system including emergency lighting and pull station. The proposed use is limited to automobile tire sales and installation with a small waiting area and service desk for customers.There are two fully accessible means of egress and an overhead garage door. The owner has installed exit lights with emergency lighting at each of the egress locations. In summary,we find the building space Unit C, located at 142 Canal Street complies(in general)to the 2009 International Existing Building Code and MA State 81" Edition Building Code. ZONING: INDUSTRIAL (I) USE GROUP-SECTION 306 FACTORY Group F-1 306.2 Factory Industrial F-1 Moderate-hazard Occupancy. Factory industrial uses which are not classified as Factory Industrial F-2 Low Hazard shall be classified as F-1 Moderate Hazard and shall include, but not be limited to, the following.Automobiles and othermotorvehicles. SECTION 601 GENERAL TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours) Note: The fire resistance rating may be reduced I Hr. when the building is fully sprinklered. TYPE I TYPE II TYPE III TYPE IV TYPE V BUILDING ELEMENT A I B Ad B Ad B HT Ad B Primary structural frames 3• 2• ] 0 1 0 HT 1 0 (see Section 202) Bearing Walls Extenorf,9 3 2 1 0 2 2 2 1 0 Interior 3• 2• 1 0 1 0 1/HT 1 0 — d. Group B,F and S occupancies in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 shall have a maximum travel distance of 100 feet. e. Day care occupancies shall have a maximum occupant load of 10. 142 Canal St. Salem -2— May 1,2012 Accessibility 521 CMR: Massachusetts Architectural Access Board 3.4 CHANGE IN USE When the use of a building changes from a private use to one that is open to and used by the public, an accessible entrance must be provided, even if no work is being performed. When a portion of a building changes use from a private use to one that is open to and used by the public, then an accessible route must be provided from an accessible entrance even if no work is being performed. Note: The Use Group will remain Factory F-1. No proposed change of public use for the existing tenant space is being requested.Handicap parking and access is currently available. If you have any questions, please feel free to contact me at 617-697-4500. Sincerely, r o F o No.3 1Dl5 CAM John A. Seger,AIA Q1 \- BRIDGE, y Principal Architect \� MA l q�7H OF M—PSSP. CC:Thomas St. Pierre, City of Salem Inspectional Services Director, SA file 10 DERBY SQUARE, SALEM, MA 07.970 PHONE: 978-744-0208 > IOHNASPGER(.@SEGERARCHITECTS,COYf SCO.' T CITY OF SALEM PUBLIC PROPRERTY �@ DEPARTMENT KIMBERLEY DRISODLL MAYOR 120 WASHINGTON STREET♦SALEM,MASSACHUSETTS 01970 TEL:978-745-9595 ♦ FAx:978-740-9846 May 7, 2012 142 Canal St. Realty Trust, LLC C/O Rosano Associates 210 Broadway, Suite 103 Lynnfield, Massachusetts 01940 Mr. Gatterneri; An inspection of your building located at 142 Canal Street, was conducted on Friday, May 4, 2012. I was asked by your Construction Supervisor Bruce to review the three bay tenant unit that Witch City Taxi presently occupies. It was explained to your representative that our office has no record of an Occupancy Permit for this location for Salem Taxi prior to my visit. There are multiple tenants throughout the building. The immediate concern is the occupancy of the aforementioned three bay tenant space that Witch City Taxi occupies and the rear portion T. Tire on the ground level of the property. Neither of these spaces have Certificates of Occupancy, or Certificates of Inspection, as required by Section 120 and 106 of the State Building Code. You have been told repeatedly that tenants shall not occupy any location in the building until your Architect Mr. Daniel DiLullo (License#6033) supplies a plan of not only the unit to be occupied but a Master Plan of the building as a whole, and a Certificate of Inspection is issued. Furthermore Mr. DiLullo was advised of his responsibility regarding this matter in Mr. St. Pierre's office directly. Additionally, the Required Egresses and Bathrooms do not exist as required in the Massachusetts State Building Code. You are to contact this Department immediately upon receipt of this transmittal and additionally have your Mr. DiLullo,your Architect do the same. You are ordered to Cease and Desist occupying these two(2) spaces immediately until such time as a Certificate of Occupancy is issued for each space. If you feel you are aggrieved by this order,your appeal is to the board of Building Regulations and Standards in Boston. Failure to comply with this order will result in compliant being filed in District Court at Salem. The penalty for these violations is one (1)year in jail and/or$1000 per day fine. Sincerely, Michael Lutrzykowski Assistant Building Inspector CC: file, Mayor's Office, SFD Fire Prevention Office SENDER:COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. A9�? X ■ Print your name and address on the reverse 1:1Addressee so that we can return the card to you. B. Received by(Printed Name) C. D of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1Cl Yes t. Article Addressed to: If YES,enter delivery address below: ❑ No 3. Service Type L�j (��I � ❑Certified Mail ElExpress Mail yam,,. 1 IIIJJJ ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (Transfer from service label) PS Form 3811,February 2004 Domestic Return Receipt 102595-02-10-1540 UNITED STATES)?.O$T'Ati5CAVME: E,,-`.;' . {R }. "y. ��t-Class Mail ost,�ge-&l e9s Paid Pe' 41 • Sender: Please print your name, address, and ZIP+4 in this box MY Of Salem Building DepartnvT rt 120 Washington S.-:'- ;t Salem, MA 019: Ii1111ifiil�Iliiifllllliif5lilii�{ii5511IIill{iiliilli1�51�111 ^ v CITY OF SALEM PUBLIC PROPRERTY DEPARTMENT KIMBERLEYDRISOOLL MAYOR 120 WASHINGTON STREET♦ SALEM,MASSACHLSETTS 01970 '1tL:978-745-9595 ♦FAx..978-740-9846 May 7, 2012 Anthony Gattemeri P.O. Box 1074 Winchester, Massachusetts 01890 Mr. Gatterneri; An inspection of your building located at 142 Canal Street,was conducted on Friday,May 4, 2012. I was asked by your Construction Supervisor Bruce to review the three bay tenant unit that Witch City Taxi presently occupies. It was explained to your representative that our office has no record of an Occupancy Permit for this location for Salem Taxi prior to my visit. There are multiple tenants throughout the building. The immediate concern is the occupancy of the aforementioned three bay tenant space that Witch City Taxi occupies and the rear portion T. Tire on the ground level of the property. Neither of these spaces have Certificates of Occupancy, or Certificates of Inspection, as required by Section 120 and 106 of the State Building Code. You have been told repeatedly that tenants shall not occupy any location in the building until your Architect Mr. Daniel DiLullo (License#6033) supplies a plan of not only the unit to be occupied but a Master Plan of the building as a whole, and a Certificate of Inspection is issued. Furthermore Mr. DiLullo was advised of his responsibility regarding this matter in Mr. St. Pierre's office directly. Additionally,the Required Egresses and Bathrooms do not exist as required in the Massachusetts State Building Code. You are to contact this Department immediately upon receipt of this transmittal and additionally have your Mr. DiLullo,your Architect do the same. You are ordered to Cease and Desist occupying these two(2) spaces immediately until such time as a Certificate of Occupancy is issued for each space. If you feel you are aggrieved by this order, your appeal is to the board of Building Regulations and Standards in Boston. Failure to comply with this order will result in compliant being filed in District Court at Salem. The penalty for these violations is one (1)year injail and/or$1000 per day fine. Sincerely, Michael Lutrzykowski Assistant Building Inspector CC: file,Mayor's Office, SFD Fire Prevention Office SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. ig u item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse ❑Adressee so that we can return the card to you. elved by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, .hE / O U Z or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: nn // If YES,enter delivery address below: ❑No W I '�`V J 'lIti• `''\ U /V S, TypofRegistereda'A 0��0 Return rn Receipt for Merchandise rens Mail ❑insured Mail JC!O.D. 4.'�estrlcte eyl(EYtra Fee) ❑Yes 2. Article Number (Pansfer tram service label) Ps Form 3811,February 2004 Domestic Return Receipt 102595.02-M-1540 UNITED STATES POSTAL SERVICE First-Class Mail Postage 8 Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box city Of 841ofn Building Department 120 Washington Street Salern, MA 01970 16 Crystal Street, Melrose, MA 02176 781-662-3498 (fax) 781-662-8389 June 9,2010 Mr.Thomas St.Pierre Salem Building Department 120 Washington Street Salem, Ma 01970 Re: 144_Canal Dear Tom, Attached are three stamped copies of structural drawings for the repairs to the former Jeffrey's Building at 144 Canal Street.These drawings,combined with the drawings and affidavit submitted to you previously complete the application package for the building permit. The structural engineer has determined that the structural work on the building conforms to the description of Level 1 work,has made the appropriate corrections to the structure and noted the Code requirements on his drawings. Please let me or the structural engineer know if you have any questions. Sin ly, "lailo an DiLullo .Anthony Ganineri Certificate No: � Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the BUSINESS located at ._.._-_________Dwelling Type .__-________ 142 CANAL STREETin the CITY OF SALEM --------------------- - -------- ----- ----------- -- --- - -- --------- Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY Enterprise Rent-a-Car This permit is granted in conformity with the Statutes and ordinances relating thereto66ntl* expiresunless soon r suspended or revoked. Expiration Date .. ------------ . Issued On: Tue Sep 21,2010 fyn ci�L � f h GeoTMS®2010 Des Lauriers Municipal Solutions,Inc --" ,,-------------------------------------------------------- ---------- ---- - �`.`;-'drs' r "i) Vi i Z V i AJ 1 iiri/i ♦ i BUILDING PERMIT SCOTT M.GROVER ATTORNEY T1NTI,QUINN,GROVER&FREY,P.C. TEL(978)7459065 x106 27 CONCRF55 STREET,SUITE 414 TEEE�PTER(978)745-3369 SAT ,MASSACHUSETTS 01970 EMAIL smgrover©[in[ilaw.com Certificate No: Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the____ BUSINESS located at Dwelling Type 142 CANAL STREET in the CITY OF SALEM --- -------------------------------- - ------------- Address Town/City Name IS HEREBY GRANTED A TEMPORARY. CERTIFICATE OF OCCUPANCY Enterprise Rent-a-Car This permit is granted in conformity with the Statutes and ordinances relating thereto,and expires Tuesday- Aug-31,20-10 unless sooner suspended or revoked. Expiration Date Issued On: Tue Jun 22,2010 _ GeoTMS®2010 Des Launers Municipal Solutions,Inc. -J4---------------- 1 1 �g;; '9��1Q• � �o ► '�'""�,�� ,L . E., � � t � � id �. � � c'� � f M Certificate No: Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the BUSINESS located at Dwelling Type 142 CANAL STREET in the CITY OF SALEM Address Town/City Name IS HEREBY GRANTED A TEMPORARY CERTIFICATE OF OCCUPANCY Enterprise Rent;a Carzz:�r,EryfJ/&& Pppc�lve- jp .efvl�erP !0(23/)a This permit is granted in conformity with the Statutes and ordinances relating thereto,and expires Friday Jul 30,20 10 unless sooner suspended or revoked. Expiration Date ------------------------------------------------------------------------------- Issued On: Tue Jun 22,2010 GeoTMS®2010 Des Lauriers Municipal Solutions,Inc. NDIoat 2 T,�� YSGVE AO n A T TA K Certificate No: 788-07 Building Permit No.: 788-07 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the BUSINESS located at ----------------------------------------------------- Dwelling Type 0142 CANAL STREET in the CITY OF SALEM ----------- ------ ---- - - -- - - Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY UNIT G NORTH SHORE ARC This permit is granted in conformity with the Statutes and ordinances relating thereto,and expires unless sooner suspended or revoked. Expiration Date Issued On: Mon Jul 2,2007 ----- /J ~---- GeoTMS®2007 Des Lauriers Municipal Solutions,Inc. ------------------------------------------------------------------------------- W tl �� plVitlS� *CIV1'� S Certificate No: 788-07 Building Permit No.: 788-07 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the BUSINESS located at Dwelling Type 0142 C AN AL STREET in the CITY OF SALEM Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY UNIT F SALEM TAXI This permit is granted in conformity with the Statutes and ordinances relating thereto, and expires unless sooner suspended or revoked. Expiration Date Issued On:Mon Jul 2,2007 - "' ------ ----------�. -� GeoTMS®2007 Des Lauriers Municipal Solutions,Inc. -------------------------------------------------------- --------------------- s • oaa�s�� civ Certificate No: 788-07 Building Permit No.- 788-07 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the BUSINESS located at Dwelling Type 0142 CANAL STREET in the CITY OF SALEM Address TowNCity Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY UNIT H HERTZ CAR RENTAL This permit is granted in conformity with the Statutes and ordinances relating thereto,and expires unless sooner suspended or revoked. Expiration Date ------------------------------------------------------------------------------- Issued On:Mon Jul 2,2007 ------ ------- - ----- ---- -- ------------------ Geo-TM ------ S®2007 Des Lauriers Municipal Solutions,Inc. --- ------- ---- ------ -- - - ------------------- ��,: '9��1•Q �� > $, W Y d O •�� plyl(IS�� Certificate No: 788-07 Building Permit No.: 788-07 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the BUSINESS located at Dwelling Type 0142 CANAL STREETin the CITY OF SALEM Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY UNIT J LINE-X This permit is granted in conformity with the Statutes and ordinances relating thereto, and expires unless sooner suspended or revoked. Expiration Date -------------------------------- Issued On: Mon Jul 2,2007 ,� ------ ---------------------------------------------------------------------- y GeoTMS®2007 Des Lauriers Municipal Solutions,Inc. ------------------------------ ---- -- ----- -`------------'-- F. W 0 p1YRts��C� V Certificate No: 788-07 Building Permit No.: 788-07 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the BUSINESS located at Dwelling Type 0142 CANAL STREETin the CITY OF SALEM - ---------------------------- ---- ---------------------- - - - -- ----- Address Town/CiryName IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY UNIT J1 NEW ANGLE GLASS This permit is granted in conformity with the Statutes and ordinances relating thereto,and expires unless sooner suspended or revoked. Eapiraticn Date ------------- Issued On: Mon Jul 2,2007 -- --- ,6. - ---------- ------------------------------- GeoTMS®2007 Des Lauriers Municipal Solutions,Inc. ------------------------------------------------------------------------------- Wit, wit F W 0 1S 01Vif Certificate No: 788-07 Building Permit No.: 788-077 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits _ This is to Certify that the BUSINESS located at Dwelling Type 0142 CANAL STREET in the CITY OF SALEM -------------------------------- ------------------------------------ ------------------------ ------------------__ AddressTown/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY UNIT B ABC AUTO DETAILING AND MECHANICS This permit is granted in conformity with the Statutes and ordinances relating thereto, andj expires unless sooner suspended or revoked. Expiration Date ------------------------------------------------------------------------------- Issued On: Mon Jul 2,2007 ----f------ -- -- -------------- ---- ----- --- - - ----- - ---- -- - ------------ ----------------- GeoTMS®2007 Des Lauriers Municipal Solutions,Inc. ------------- -- ------------ --------- -- -- ----------------- ------------- -------------------------------_.---------------"----__-------- N jQ. Q F P Sp la pNRts� crvt� Certificate No: 788-07 Building Permit No.: 788-07 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the BUSINESS located at Dwelling Type 0142 CANAL STREETin the CITY OF SALEM Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY UNIT C BRAZUSA TOWING &REPAIR This permit is granted in conformity with the Statutes and ordinances relating thereto,and expires unless sooner suspended or revoked. Expiration Date Issued On: Mon Jul 2,2007 q - ----- ------ ---- -------------- Ge07MS®2007 Des Lauriers Municipal Solutions,Inc. ---"""'-----""'-- ------ - ------- - -- - -- F W s v • � owR�s`'� Certificate No: 788-07 Building Permit No.: 788-07 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the BUSINESS located at Dwelling Type 0142 CANAL STREET in the CITY OF SALEM Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY UNIT D LINE-X t This permit is granted in conformity with the Statutes and ordinances relating thereto, and expires unless sooner suspended or revoked. Expiration Date --------- ------------------------------------------------------------------- Issued On: Mon Jul 2,2007 - --------------- -------- -- . - ------------------------ ^�fig ';Ie;:L ------------ GeoTMS®2007 Des Lauriers Municipal Solutions,Inc. �� e� I � V ' ,,� �, � °"�"�s Certificate No: 788-07 Building Permit No.: 788-07 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the BUSINESS located at Dwelling Type 0-1-4-2-CA-NAL-STREET in the CITY OE SALEM Address TowNCity Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY UNIT E- NEW ANGLE GLASS This permit is granted in conformity with the Statutes and ordinances relating thereto, and expires unless sooner suspended or revoked. Expiration Date Issued On: Mon Jul 2,2007 ------- ---------- ---�Lp_-t....9-- - ter! ----------- GeoTMS®2007 Des Lauriers Municipal Solutions,Inc. ---------- -- - ---- --------------- 0 Certificate No: 894-10 Building Permit No.: 894-10 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the BUSINESS located at -___---------Dwelling Type ------------------ 142 CANAL STREETin the CITY OF SALEM - -- -------------------------- - -- - - -- -- ---- - - Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY OCCUPANCY PERMIT FOR UNIT E This permit is granted in confomaity with the Statutes and ordinances relating thereto,and expires unless sooner suspended or revoked. Expiration Date -----------____rI- -'------------------------------_-_-___- -- Issued On: Wed Mar 30, 2011 - -- -- ------------------------- GeoTMS®2011 Des Launers Municipal Solutions,Inc. -------------------------------- -------------------------------------------- 0 4' YSGYE •C 1t" CITY OF SALEM BUILDING PERMIT March 29,2011 Wilson Tejada "T"Tire Store 142 Canal Street Salem, MA 09170 Re: Code Summary-2009 IEBC T Tire Store-142 Canal Street-Unit E Salem,MA Summary of Code Review: Seger Architects, Inc. has provided a site visit and a code analysis to review an existing industrial zoned building structure located at 142 Canal Street. The existing building is a one story masonry wall construction building with steel joist and roof deck construction.The existing building area is approx. 840 SF building and is fully sprinkled with a fire protection system including emergency lighting and pull station.The proposed use is limited to automobile tire sales and installation with a small waiting area and service desk for customers. A single primary egress door is provided and is allowable per Table 1021.2 as listed below. In summary, we find the building space Unit E, located at 142 Canal Street complies (in general) to the 2009 International Existing Building Code and MA State 81h Edition Building Code. ZONING: INDUSTRIAL (I) USE GROUP-SECTION 306 FACTORY Group F-1 306.2 Factory Industrial F-1 Moderate-hazard Occupancy. Factory industrial uses which are not classified as Factory Industrial F-2 Low Hazard shall be classified as F-1 Moderate Hazard and shall include,but not be limited to, the following:Automohiles and other motor vehicles. SECTION 601 GENERAL TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours) Note: The fire resistance rating may be reduced 1 Hr.when the building is fully sprin1dered. M2� 1 YPE III TYPE IV TYPE V BUILDING ELEMENT d B HT Ad B Primary-structural frameF 1 0 HT 1 0 (see Secdr a 2_) Bearing Walls Exterior's 2 2 2 7. 0 Interior 1 0 1/HT 1 0 TABLE 1021.2 STORIES WITH ONE EXIT MAXIMUM OCCUPANTS (OR DWELLING UNITS) STORY ;dTFV1' PANCY PER FLOOR AND TRAVEL DISTANCE A,BM,U,Sd 9 occupants and 7f5 feet travel distance First story or basement H-2,H-3 Sad and 25 feet travel distance 142 Canal St. Salem -2— March 30,2011 H-4, H-5, I, R 10 occupants and 75 feet travel distance Sa 29 occupants and 100 feet travel distance Bb, F, M, Sa 29 occupants and 75 feet travel distance Second story R_2 4 dwelling units and 50 feet travel distance Third story R-2` 4 dwelling units and 50 feet travel distance For SI: 1 foot= 304.8 mm. a.For the required number of exits for parking structures, see Section 1.021..1..'_. b. For the required number of exits for air traffic control towers, see Section 412.3. c. Buildings classified as Group R-2 equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1..1 or 903.3.1.2 and provided with emergency escape and rescue openings in accordance with Section 1029. it. Group B,F and S occupancies in buildings equi ped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 shall have a maximum travel distance of 100 feet. e. Day care occupancies shall have a maximum occur ant load of 10. Accessibility 521 CMR: Massachusetts Architectural Access Board 3.4 CHANGE IN USE When the use of a building changes from o private use to one that is open to and used by the public, on accessible entrance must be provided, even if no work is being performed. When a portion of a building changes use from a private use to one that is open to and used by the public, then an accessible route must be provided from an accessible entrance even if no work is being performed. Note:No proposed change of public use for the existing tenant space is being requested. If you have any questions, please feel free to contact me at 617-697-4500. Sincerely, John A. Seger,AIA Principal Architect CC:Thomas St. Pierre,City of Salem Inspectional Services Director,SA file cell: 7 �s1- FsS�-i/5'0 I Caritas Communities 117 Lafayette Street ilson TCjada Salem, MA 01970 i Senior Szte a ager TIF:978-745-7599 a Email: salem@caritascommunities.org www.caritascommunities.org Certificate No: 894-10 Building Permit No.: 894-10 Commonwealth of Massachusetts I City of Salem Building Electrical Mechanical Permits y --- --....- -. .. - - . --.. located at This is to Certify that the BUSINESS. I Dwelling Type 142 CANAL STREET in the CITY OF SALEM _.._ - _ - — -- --- - -- - Address Town/City Name ' IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY OCCUPANCY PERMIT FOR UNIT E I I This permit is granted in conformity with the Statutes and ordinances relating thereto, and expires unless sooner suspended or revoked. - ---------- ----------- -- Cxp'Ta!ioa Date lsstced On Wed Mar 30, 2011 GmTfN G209S Des -niiners Municipal solutions,Inc. / a CITY OF SALEM, MASSACHUSET'T'S BUILDING DEPARTMENT 120 WASHINGTON STREET, 3RD FLOOR TEL: 978-745-9595 KIMBERLEY DRISOOLL FAx:978-740-9846 MAYOR THOMAS STTIERRE DIRECTOR OF PUBLIC PROPERTIES/BUILDING COMMISSIONER VIOLATION NOTICE 142 Canal Street April 12, 2012 142 Canal Street Salem, Massachusetts 01970 Re: 142 Canal Street Signage As a result of the inspection conducted by this office on Wednesday,Apri112,2012 and further investigation it has been determined this office has no records of permits for this construction and/or variance or special permit approvals from any other Department. You are hereby ordered to cease and desist any and all work on the signage base and frame at the property. The signage plans and existing signage structure needs to be evaluated by a Mass. Licensed Structural engineer before any permits or work is to begin. All work including demolition needs to be overseen by an architect, structural engineer and a licensed construction supervisor. Plans are to be submitted and approved before any work begins, including any and all approvals needed from any other City agency. Failure to do so may result in Municipal fines and possible further actions being brought against you, up to and including the filing of complaints in District Court. If you wish to Appeal this order,your appeal is to the Board of buildings, Regulations and Standards in Boston. Any questions,please direct to this office. Respectfully, i�%%��%�/�� Michael Lutrzykowski Assistant Building Inspector CC: file .r CITY OF SALEM, MASSACHUSETTS BOARD OF APPEAL ? 120 WASHINGTON STREET. 3RD FLOOR SALEM, MASSACHUSETTS 01970 q TELEPHONE: 978-745-9595 FAX: 978-740-9846 KIMBERLEY DRISCOLL MAYOR 1912 FEB - I A 0 I b FILE # CITY CLERK, SALEM.MASS. February 1, 2012 Decision City of Salem Zoning Board of Appeals Petition of WING POWER ENERGY, INC. requesting a Special Permit under Section 3.0 of the Salem Zoning Ordinance to allow a research and development facility in the Industrial Zoning District, and a Variance from minimum rear yard depth, for the property located at 142 CANAL ST. (I Zoning District). A public hearing on the above Petition was opened on January 18, 2012 pursuant to Mass General Law Ch. 40A, § 11. The hearing was closed on January 18, 2012 with the following Zoning Board of Appeals members present: Annie Harris (acting as chair), Richard Dionne, Jamie Metsch, Jimmy Tsitsinos and Bonnie Belair. Petitioner seeks a Special Permit pursuant to Section 3.0 and a Variance under Section 4.0 of the City of Salem Zoning Ordinances. Statements of fact: 1. Attorney Scott Grover represented the petitioner at the hearing. 2. In a petition date-stamped November 28, 2011, petitioner requested a Special Permit to allow a research and development facility in a portion of the building on 142 Canal Street a Variance from minimum rear yard depth, in order to allow a tower that tests different devices to generate wind power. 3. The Board received a letter from Paul Marquis, Energy and Sustainability Manager for the City of Salem, in support of the project. 4. At the hearing on January 18, 2012, two residents raised concerns about falling equipment and impacts to the nearby bike path. The Board of Appeal, after careful consideration of the evidence presented at the public hearing, and after thorough review of the plans and petition submitted, makes the following findings: i 1. Literal enforcement of the provisions of the Zoning Ordinance would require the applicant to place the tower in an area that would take away parking spaces and interfere with other businesses on the site. 2. Desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the zoning ordinance, since impacts to the neighborhood would be minimal. 3. In permitting such change, the Board of Appeals requires certain appropriate conditions and safeguards as noted below. On the basis of the above findings of fact and all evidence presented at the public hearing including, but not limited to, the Plans, Documents and testimony, the Zoning Board of Appeals concludes: 1. A Special Permit under Section 3.0 is granted to allow a research and development use in the Industrial zoning district. 2. A Variance under Section 4.0 is granted to allow placement of a test tower as shown on the submitted plans. In consideration of the above, the Salem Board of Appeals voted, five (5) in favor (Harris, Metsch, Dionne, Belair and Tsitsinos) and none (0) opposed, to grant petitioner's request for a Variance and Special Permit subject to the following terms, conditions, and safeguards: 1. Petitioner shall comply with all city and state statutes, ordinances, codes and regulations. 2. All construction shall be done as per the plans and dimensions submitted to and approved by the Building Commissioner. 3. All requirements of the Salem Fire Department relative to smoke and fire safety shall be strictly adhered to. 4. Petitioner shall obtain a building permit prior to beginning any construction. 5. Petitioner is to obtain approval from any City Board or Commission having jurisdiction including, but not limited to, the Planning Board. 6. Height of the tower is not to exceed thirty-five (35) feet. i 3 Annie Harris, Salem Board of Appeals A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK Appeal from this decision, if any, shall be made pursuant to Section 17 of the Massachusetts General Laws Chapter 40A, and shall be filed within 20 days of filing of this decision in the office of the City Clerk. Pursuant to the Massachusetts General Laws Chapter 40A, Section 11, the Variance or Special Permit granted herein shall not take effect until a copy of the decision bearing the certificate of the City Clerk has been filed with the Essex South Registry of Deeds. CITY OF SALEM, MASSACHUSETTS BUILDING DEPARTMENT 120 WASHINGTON STREET,3" FLOOR TEL. (978) 745-9595 FAX(978) 740-9846 KINMERLEY DRISCOLL MAYOR THOMAS STYIERRE DIRECTOR OF PUBLIC PROPERTY/BUILDING CONMSSIONER Wing Power Energy Kalu Watanebe V.P. 142 Canal Street Suite 220-D Salem Ma. 01970 Dear Mr. Watanabe, I am in receipt of your Building Permit application for a wind energy device at the above property. I am not able to approve your application . Salem Zoning Ordinance section 6.9 requires wind energy devices to obtain a Special Permit from the Planning Board prior to receiving a building permit. You have installed your device without a Special Permit and without a Building Permit. You are directed to remove the structure immediately. Once removed, you may apply to the Planning Board for a Special permit. I am enclosing your application and check. If you wish to Appeal my interpretation of the zoning Ordinance ,you may Appeal to the Zoning Board of Appeals Thomas St.Pierre _ Building Commissioner/Director of Inspectional Services ce c Moi:e SY{)RI pLl, 44 Clrry c, S AJ-PIT pu E^a.r�kF7'L1CAT14}TV FOt PLAN 3?:ir�aADI -4'CYi)IV �tdi2$� li.a3t L G PSR 4€1 t j ((-- .,�' STMycT-ug& ,�xc--r? r IND 2 L-,4 1!�[I'fDR'1'dN'1:Apalicanta m�tcomttlr+[e atf hears an ihrsnaea.: l Si'k"13iNFtYftMAF.dkIN Location:dame (hriltlau ,�_ t Propert�.4ddm��aAR,L'�iY Locatedin: Can ervatian.MJ rc.a Y1:7 'tustb�tc dixLcict.YlaV —�'-`""' N Use Groulm � lehV'Ck eae) Type.af'iivipravl:azeiik � eraial or mn17nita) k .4&utilVioteitn,otet lit (check otw) ` Assembly:(churches) Ai. Naw Building. !{ A,.xmb1; (p glttulubs Lie) A2 Addition,�� Lssttably(r.Ys'taUMALs,cecreatkol A3 Mten4on. 4q Nnsiao&' RVaW Beplaceiuer 4 Fduaktiutia9' F: l7exnatirioa_ ,. par.,uxn'(mod et!a.hazard) F! M4pVW%ef0cate _. Faototy (low 'tazutd) 1�12—' Foundatian,Qnly — ! Firga,14aMfti II _ Acrossary Building_ u=ytiC;rtcaiaul.(residcntiaicarej 17 Qtlu r(doscrilr.)^�_. Tnatituticmal 6neapacitnted) E2 �,,.. l0--6gUdnn>I(Matreinad) 13= M11. ,--' ;torno(leader w Nklarl) S1_ Starage(low 3Narard) S2— • OWNSFUM)P lN'l7 ,RMA:n0N(i?least type or I t at C€cct:ly) ()WNIFR Name )(CiC(J�7.n+7d { OESC'RGP'PION N'tV()CiTG'.T:t'>B�i"Xkit?Ut214t1+11 � ES£42G411llE>G7oxkw_��--- 1 s� 1 elvy rear:!'031NPt)Rn�la�'InN r Name r yolxA j Address h S7 bA4Vc-xj LI.4._OOZ3 'telephone,-)g(^9S3--71 Construction Supervisor's Lic# Z7 b.7___. Home improvement Contractor ARCNITECOENGINEER Cn'FOR?1ATION _ — IJ _-- I Address_ Z' nom, lo,, I Telephone Mass. Regisiration t,ERMIT FEE CALCULATION Residential est,cost x 57131,600+$5-00=_ - Commercial est.cost a $1 V$1.000+$5.00= - ----- COAINIENTS Y The undersigned does hereby attest that all iuforaention stated above is tree to the best of lily knowledge under the penalties of perjury Signed----.------- Mae igned__--.-__-- --Once ^_.�..— 14 CITY OF S.-1LEi%4 INLkSSACHLSETTS BuE mLNG Dmtm,%tENT 130 WASHINGTON STREET, 3� FLOOR TEL (978) 745-9595 FAX(978) 740-9W KI3tBERLEY DRISCOL.L MAYOR THOMAS ST.P[ERRH DIRECTOR OF PUBLIC PROPERTY/BL'tIAING COM(ISSIONER Construction Debris Disposal Affidavit (required for all demolition and renovation work) In accordance with the sixth edition of the State Building Code, 780 CMR section 111.5 Debris,and the provisions of MGL c 40, S 54; Building Permit # is issued with the condition that the debris resulting from this work shall be disposed of in a properly licensed waste disposal facility as defined by MGL c 111, S 150A. The debris will be transported by: E-Z D isposcA- (name of hauler) The debris will be disposed of in : Slim e (name of facility) evert tiASS (address of facility) signature of permit applicant date Jebrivtf.Ja CITY OF SM .N1, 1MASSACHUSETTS • BUU-DLNG DEPAR'RI&NT 120 WASHINGTON STREET,3iD FLOOR TEL(978) 745-9595 FAx(978)740-9846 KISiBERl.EY DRISCOII. MAYOR THOMAS ST.PiEm DIRECTOR OF PuBLIc PROPERTY/acumtNG CONL%usstONER Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Busincss/OrraniratioNindividmi): Address: City/State/Zip: Phone M Are you an employer?Cheek the appropriate box: Type of project(required): 1.❑ 1 am a ,�g employer with 4. ® I am a general contractor and 1 6. INew construction employees(full and/or part-time).' have hired the subcontractors 2. t am a sole proprietor or partner- listed on the attached sheet.t 7. []Remodeling ship and have no employees These sub-contractors have g. Q Demolition working for me in any capacity. workers'comp.insurance. - 9. C1 Building addition [No workers'comp. insurance 5. ElWe are a corporation and its !0.❑Electrical repairs or additions required.] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself.[No workers'comp. c. 152,§I(4),and we have no 12.0 Roof repairs insurance required.)t employees.[No workers' 13.0 Other comp.insurance required.) 'Any applicant tlaa,hocks Imx#1 moat also fill out the ses tint below showing their worker'compensation policy information. '1 fonwownets who submil this affidavit indicating they am doing all work aid thm him Oona earomm,mut"Ment a now,affidavit indicating such =Centmetars that cheek this box mut aaachod an additional shoot showing the nares of aur aub�arttractaa and their worker'comp,policy information. I Oman employer that lr providing workers'compensation lnsarunce for my employees. Below Is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State zip. Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby c y under the pains and penalties of perjury that the information provided above!s true and correct Sietnture• �i VO.&TYW Dow Phone#: I? W6 3 Oficial use only. Do not write in this area,to he completed by city or town official City or Town: Permit/Lieense# Issuing Authority(circle one): L Board of Health Z.Building Department 3.Cityffown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person' Phone# .......--.--..-- _._ Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local Ueensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If anLLC or LLP does have employees,a policy is required. Be advised that this affidavit maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permittlicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Revised 5-26-OS Fax Al 617-727-7749 www.mass.gov/dia FPyklund co nstrucii®n pompany, inn. 240 Canmrd 5fraer•Glcuresfer,MA 01930•(978)281.3666 FAX(978)28r-6602•E-Mail:donald @fryklundconsfrucffon.mm NAME/ADDRESS PROPOSAL 08-CANAL DATE PROPOSAL# 7Y20/2008 1 1204 TERMS TBD DESCRIPTION A&S BUILDING AS/SPEC SPECIAL SIDING FRAMING LABOR ANCHOR BOLTS M1SC MACHINES SITEWORK BY OTHERS CONCRETE SLAB INSTALLATION CONCRETE PUMP ADD 1200.001 VISIT CONCRETE FOUNDATION FROST WALL ROOF CURBS WE APPRECIATE THE OPERTUNITY TO BID TOTAL $342,340.80 DONALD L.FRYKLUND,PRE SIGNATURE OF OWNER FRYKLUND CONSTRUCTION COMPANY INC. AUTHORIZED BUILDER A&S BUILDING SYSTEMS,LP. Quote No.:08-CANAL5nba.nba-AB Entered By:dlf Date: 11/12/2008 16:14:54 1.1.3 Page 1 of 15 1ppLR This Portion for Plant Use Only Job Number: A&S BUILDING SYSTEMS Release Date: Purchase Price: P.O.Box 53/Caryv ille,TN 37714 Terms: PM: 1880 Highway 116/Caryville,TN 37714 Dist#: DM: SSM: (865)426-2141/Fax:(865)426-2011 QUOTATION This Document is for Pricing Only Buyer acknowledges and agrees that this quotation is not valid for plan and specification projects since it is based on the Manufacturer's product standards only. Any Buyer-supplied information has been used only fur general reference and the Manufacturer's scope of work is strictly limited as described herein. Buyer Information Credit Information Buyers P.O.#: Credit Contact: Buyer Number. 6059(10'6059) Credit Phone: Buyer: Fryklund Construction Co,Inc General Contractor: C/O(if req'd): City/State: Mailing Address: 240 Concord Street Sub Erector: Gloucester,MA 01930 City/State: Mailing Country: United States Lender. Physical Address: 240 Concord Street Lender Address: Gloucester,MA 01930 Physical Country: United States Attention: Don Fryklund Lender Phone: Phone: 978-281-3666 Credit Terms: To Be Determined Fax: 978-281-6602 Tax Exempt Status: Taxable Cell Phone: 508-284-0353 Tax Exempt Number: N/A Night Phone: E-Mail: donMd@fryklundcomtruction.com Drawings & Documentation gu Iyg_e Purpose Seal Ship To 3 Erection Approval Unsealed Buyer 3 Erection For Construction Unsealed Buyer Owner Information 3 Erection Permit Sealed Buyer 3 Letter of Cert. Sealed Buyer Owner- 3 Anchor Rod Only For Construction Sealed Buyer Contact: Show All Member Sizes and Connections: Yes Phone Number: Address: salem,MA Requested Mailina Dates Final Anchor Rod: Country: United States Approval:Permit: County: Essex End Use of Building: 401 COMMERCIAL-RETAIL.STORES Shipping General Information Shipping Terms: FOB plant with Freight allowed to jobsite Project ID: 08-canal street Shipping Contact: Estimator. Ship To: City Limits: Inside Project Status: Approval For Quote: No Country: United States Quote Requested Date: N/A County: Day Phone: Jobsite Information Night Phone: Shipping Weight: 79,297.45 Address: salem,MA Miles to Jobsite: 1000 Shipped From: Caryville,TN Country: United States Add Export Overages: N/A County: Essex Requested Delivery Date: Quote No.:08-CANAL5nba.nba-A,B Entered By:dlf Date: 11/12/2008 16:14:54 1.1.3 Page 2 of 15 Loads Project Use Category: Commercial Jobsite State: MA Building Code: 1997 Massachusetts Jobsite County: Essex Live/Wind Jobsite City: salem Live Load: 20.000 psf Tributary Area Reduction: Yes Wind Load: 90.00 mph Wind Category: N/A Wind Exposure: Exposure C Miles From Coastline: N/A Hurricane Coastline: N/A Sea Level Elevation: NIA Rain Intensity: 5.0000 in/hr Snow Ground Snow Load: 30.000 psf Snow Exposure: Min Roof Snow Load: 0.000 psf Rain Load: N/A Semsm(9 SpectralResponse(Ss): N/A %of Snow Load for Seismic: Normal SpectralResponse(Sh): N/A Seismic Zone: N/A Spectral Response(S11): N/A Near Source Factor: N/A Spectral Response(S2): N/A Design Seismic For Schools: N/A Accelerated Coefficient(Aa): 0.12 Site Class/Soil Type: (S2)Stiff Clay Velocity Coefficient(Av): 0.12 Project Notes 1.panels by other over all open walls leave insulation. Quote No.:08-CANAL5nba.nba-A Entered By:dlf Date: 11/12/2008 16:14:54 1.1.3 Page 3 of 15 Building: A -family dollar Building Loads, Roof Snow Load By Design: 30.000 psf Occupancy Category: Normal Thermal Condition: N/A Seismic Design Category: N/A Wind Enclosure Wind Enclosure: Calculated-Enclosed Are all Framed Openings enclosed with materials designed to resist building wind loads?: yes Are all Open Areas for Other enclosed with materials designed to resist building wind loads?: yes Uniform Collateral Loads Ceiling Load: 2.000 psf Sprinkler. 5.000 psf Plaster/SheetrockCoiling: No Other: O.000psf Brittle Wall/Dryvit: No Deflections Purlins Live: L/260-User Specified Rafters Live: U240-Default Purlins Snow: L/260-User Specified Rafters Snow: U240-Default Purlins Wind: L/260-User Specified Rafters Wind: L/240-Default Purlins Total Gravity: L260-User Specified Rafters Total Gravity: L/180-Default Purlins Total Uplift: L260-User Specified Rafters Total Uplift: N/A Girts: L/90-Default Endwall Columns: L/90-Default Drifts Portal Frame Wind: H160-Default Portal Frame Seismic: 14/50-Default Frame Live: H/60-Default Frame Snow: H/60-Default Frame Wind: H/60-Default Frame Seismic: H/50-Default Frame Total Gravity: W60-Default Frame Total Wind: H/60-Default Frame Total Seismic: }/50-Default Quote No.:08-CANAL5nba.nba-A Entered By:dlf Date: 11/12/2008 16:14:54 1.1.3 Page 4 of 15 Point Loads Description: air conditioner Load: 615.00 lbs Applied to: Primary Load Location: Rooftop-Outside Rooftop Unit Width: 5'-0" Bay: 1 Rooftop Unit Length: 5'-0" Dist.from Left Frameline: 0'-0" Rooftop Unit Height: 4'-0" Dist.from Sidewall(SWA): 50'-0" Opening Width: 0'-0" Cutting Purlins is Required: No Opening Length: 0'-0" Description: air conditioner Load: 615.00 lbs Applied to: Primary Load Location: Rooftop-Outside Rooftop Unit Width: 5'-0" Bay: '1 Rooftop Unit Length: 5-0" Dist.from Left Frameline: 25'-6" Rooftop Unit Height: 4'-0" Dist.from Sidewall(SWA): 60'4" Opening Width: 0'-0" Cutting Purlins is Required: No Opening Length: 0'-0" Description: air conditioners Load: 615.00 lbs Applied to: Primary Load Location: Rooftop-Outside Rooftop Unit Width: 5'-0" Bay: 2 Rooftop Unit Length: 5'-0" Dist.from Left Frameline: 25'-6" Rooftop Unit Height: 4'-0" Dist.from Sidewall(SWA): 60'-0" Opening Width: 0'-0" Cutting Purlins is Required: No Opening Length: 0'-0" Description: air conditioner Load: 615.00 lbs Applied to: Primary Load Location: Rooftop-Outside Rooftop Unit Width: T-0" Bay: 3 Rooftop Unit Length: 5'-0" Dist.from Left Frameline: 25'-6" Rooftop Unit Height: 4'-0" Dist.from Sidewall(SWA): 60'-0" Opening Width: 0'-0" Cutting Purlins is Required: No Opening Length: 0'-0" Description: air conditioner Load: 615.00 lbs Applied to: Primary Load Location: Rooftop-Outside Rooftop Unit Width: 5'-0" Bay: 4 Rooftop Unit Length: 5'-0" Dist.from Left Fremeline: 0'-0" Rooftop Unit Height: 4'-0" Dist.from Sidewall(SWA): 70'-0" Opening Width: 0'-0" Cutting Purlins is Required: No Opening Length: 0'-0" Topography-Escarpments Does the building Ile on the upper half of a hill, ridge,or escarpment?: No Is this hill, ridge or escarpment unobstructed in any direction by another similar topographic No feature within a distance of 100 times its height or 2 miles,whichever is less?: Is the hill or escarpment at least twice as tall as any other topographic features within 2 miles?: No Does the average slope on the top half of the hill,ridge,or escarpment equal or exceed 20%(11.39)?: No Is the height of the hill,ridge or escarpment equal to or greater than 15 feet for Exposure C or D, No or 60ft for Exposure B?: TOPOGRAPHIC EFFECTS Hill Shape: N/A Lh,Horizontal distance of crest to half height of hill or escarpment: N/A H,Height of hill or escarpment: N/A X,Distance from the crest to the building site: N/A Quote No.:08-CANAL5nba.nba-A Entered By:dlf Date: 11/12/2008 16:14:54 1.1.3 Page 5 of 15 Building Information Label-Name: A-family dollar Frame Type: Single Slope Structure: New Elevation A: Sidewall Type: Stand Alone Geometry, Sidewalls $ Endwalls Width: 90'-0" Length: 102'-0" SWA SWC Eave Height: 19'-6" Eave Height: 15'-9" Roof Slope: 0.000000/12 Roof Slope: 0.500000/ 12 Dist.to Ridge: 0'-0" Dist.to Ridge: 90'-0" Girts: 8.0"Z-Bypass Girts: 8.0"Z-Bypass 1;M EWD Type: Expandable Frame Type: Bearing Frame with Hot-Rolled Rafter Girts: 8.0"Z-Bypass Girts: 8.0"Z-Bypass Setback: System Standard Setback: System Standard Purlins: 12.0"Z Primary Steel Shop Coat: Red Secondary: Red Bracing Roof: Cable Roof(EWB to EWD)@ Bays: 2,3 SWA Portal Frame SWA(EWB to EWD)@ Bays: 2 SWC: Cable SWC(EWD to EWB)@ Bays: 3,2 EWB: None EWB(SWC to SWA)@ Bays: N/A EWD: Cable EWD(SWA to SWC)@ Bays: 3 Purlin: Knock-In Bridging Angles Allowed Girt: None Spacings Bay Spacing(EWB-EWD): 4@25'-6" EWB COL.Spacing(SWC-SWA): 2@715'-0",2(w30'-0" EWD COL.Spacing(SWA-SWC): 4@22'-6" SWA Girt Locations(Base to Eave): System Standard 16-0" SWC Girt Locations(Base to Eave): System Standard 3'-6", 7-4", 12'-8" EWB Girt Locations(Base to Peak): System Standard 3'-6", 74", 12'-8" EWD Girt Locations(Base to Peak): System Standard: 12'-9 1/2", 15'-7" Purlin Spacing: System Standard Designed Purlin Locations(SWA-Eave to Peak): Designed Purlin Locations(SWC-Eave to Peak): 2'-8", 5'-41/16", 10'-2 1/8", 15'-2 3/16", 20'-2 3/16", 25-2 1/4", 30'-2 5/16", 35'-2 3/8", 40'-2 7/16", 45'-2 1/2", 50'-2 1/2", 55'-2 9/16", 60'-2 5/8",65'-2 1 U16", 70'-2 3/4", 75'-2 13/16",80'-2 13/16", 85'-17/8" Frame Groups Group Number. 1 Frame Lines: 1 to 4 Hardened Washers for High Strength Bolts: No SWA SWC Column: Tapered Allowed Column: Tapered Allowed Max Col.Web Depth: 68.00" Max Col.Web Depth: 68.00" Max Raf.Web Depth: 68.00" Max Ref.Web Depth: 68.00" Int Col.Type: Most Economical Int Col.Recession: 0.00" Int Col.Base: Pinned Int Col.Top: Pinned Module Spacing(SWC-SWA): 2@45%0" Quote No.:08-CANAL5nba.nba-A Entered By:dlf Date: 11/12/2008 16:14:54 1.1.3 Page 6 of 15 Covering Roof Panel: Ultra-Dek Gauge: 24 Color. Galvalume Plus Finish Warranty: YES Wide Tape: No Eave Icing: No UL90: YES Fasteners: Self-Drilling,Long-Life,Standard Length Thermal Blocks: INCLUDED-3/8" Seamer Rental: N/A Standing Seam Clip: High Fixed for 6 in.Blkt Insulation Note: Insulation not included unless specified Weathertightness Warranty: None on the Insulation page of this document. Wall Panel: VistaShadow Gauge: 26 Color. SIG-200 TBD Finish Warranty: YES Base Option: Base Angle and Flash-Match Wall Color Fasteners: Self-Drilling,Standard Finish, 1-1/2" Concrete Notch: No Outside Metal EW Closures: N/A Sealed Wall: No Base Closure Strips: No Eave Closures: YES Trim SWA: Simple Eave Trim SWC: Gutters and Downspouts Northemllee Gutter Preferred: YES EWB: Roof to Roof Tie-in Trim EWD: Roof to Wall Tie-in Trim Eave Trim: SIG-200 TBD Rake Trim: SIG-200 TBD Corner Trim: SIG-200 TBD Gutters: SIG-200 TBD Downspouts: SIG-200 TBD Roof to Roof, SIG-200 TBD. Roof to Wall: SIG-200 TBD Accessories Note:When Accessories are located in Bay 1,Distance From Left Column refers to Distance from Left Steel Line. WALK DOORS Elevation: Not Specified Dist from Left Col.: Not Specified Bay: Not Specified Trim: SIG-200 TBD Quantity: 1 Loekset: Cylindrical Locksel Size: 3070 Swing: Left Hand Cut Style: M-Solid Options: Closer,Panic Hardware,Insulated Type: Pre-Assembled Primer Color. Bronze In Liner. No OPEN AREA-PARTIAL HEIGHT Elevation: SWA Dist.from Left Col.: 0'-0" Start Bay: 1 Shear Wall: No Width: 102'-0" Column Bracing: N/A Height: 10'-0" Base Type: Cee with BFL201 Open For: Studs IneludeJambs: Yes Material Thickness: 0'-8" Include Jamb Flash: Yes Material Weight: 40.0000 Flash Color: SIG-200 TBD Dist.to Outside Open for Wind: 0.00000/0 Face of Material: 0'-0" Support Beam Included: No Dist.to Sup.Beam: 0'-0" Use Flange Bracing: N/A Beam Deflection: N/A Connection Spacing: N/A OPEN AREA-ATTACHMENT HEIGHT Elevation: EWB Dist.from Left Col.: N/A Start Bay: N/A Shear Wall: No Attached Building: bank Column Bracing: N/A Open For: Studs Base Type: N/A Material Thickness: 0'-6" Include Jambs: Yes Material Weight: 5.0000 Include Jamb Flash: No Dist.to Outside Flash Color: N/A Face of Material: 0'-0" Open for Wind: 0.00000/0 Dist.to Sup. Beam: 0'-0" Support Beam Included: No Beam Deflection: N/A Use Flange Bracing: N/A Connection Spacing: N/A Quote No.:08-CANAL5nba.nba-A Entered By:dlf Date: 11/12/2008 16:14:54 1.1.3 Page 7 of 15 Accessories (Continued) Note:When Accessories are located in Bay 1,Distance From Left Column refers to Distance from Left Steel Line. OPEN AREA-'PARTIAL HEIGHT Elevation: EWD Dist.from Left Col.: 0'-0" Start Bay: 1 Shear Wall: No Width: 90'-0" Column Bracing: N/A Height: 10'-0" Base Type: Cee with BFL201 Open For: Studs IneludeJambs: Yes Material Thickness: 0'-8" Include Jamb Flash: Yes Material Weight: 40.0000 Flash Color: SIG-200 TBD Dist.to Outside Open for Wind: 0.0000°/a Face of Material: 0'-0" Support Beam Included: No Dist.to Sup.Beam: 0'-0" Use Flange Bracing: N/A Beam Deflection: N/A Connection Spacing: N/A PARAPET WALL Elevation: SWA StartColumn: 1 Stop Column: 5 Top of Parapet: 20'-6" Back Sheets: 26ga PBR-Galvalume Plus Note:Includes Parapet Gutter. Interior downspouts and the attachment thereof is not by Manufacturer. No outlets or scuppers provided unless otherwise specifically noted(qty,type and size). PARAPET WALL ' Elevation: EWD Start Column: 1 Stop Column: 5 Top of Parapet: 20'-6" Back Sheets: 26ga PBR-Galvalume Plus Quote No.:08-CANAL5nba.nba-A Entered By:dlf Date: 11/12/2008 16:14:54 1.1.3 Page 8 of 15 INSULATION Insulation(Nett Facing: WW-VR Include Tape: Yes Tabs: 1(0 6" Wall Thickness: 4.00" Insulate Wall Insulation: 3,592 sq ft SWA: Yes Roof Thickness: N/A SWC: Yes Roof Insulation: N/A EWB: No Starter Rolls: 4'-0" EWD: Yes Running Rolls: 6'-0" ROOF: No Insulation(Nett Facing: WMT-VR-R Include Tape: Yes Tabs: 1(016" Wall Thickness: N/A In u ate Wall Insulation: N/A SWA: No Roof Thickness: 6.00" SWC: No Roof Insulation: 9,885 sq ft EWB: No Starter Rolls: 4'-0" EWD: No Running Rolls: 6-0" ROOF: Yes Insulation Accessories(Nett Accessory: Double Faced Tape(1 1/2"x 180'-0"Roll) QuaMlty: 5 Accessory: Patching Tape(150'-0 Roll) Facing: MW-VR-R(150'Roll) Quantity: 3 e Quote No.:08-CANAL5nba.nba-AB Entered By:dlf Date: 11/12/2008 16:14:54 1.1.3 Page 9 of 15 Notes If project contains screw-down roof or wall panels, they may be up to 45-0" in length(at Manufacturer's discretion)unless otherwise noted. If project contains standing seam panels,they may be up to 53'-0"in length(at Manufacturer's discretion)unless otherwise noted. NOTICE: Uniform visual appearance of GalvalumeR Plus coated panels cannot be guaranteed The GalvalumeGi Plus coating is subject to variances in spangle from cod to coil which may result in a noticeable shade variation in installed panels. The GalvalumeW Plus coating is also subject to differential weathering after panel installation. Panels may appear to be different shades due to this weathering characteristic. If uniform visual appearance is required,Manufacturer recommends that our prepainted Signatu eR 200 or Signature*300 panels be used in lieu of GalvalumeR Plus. Shade variations in panels manufactured from GalvalumeW Plus coated material do not diminish the structural integrity of the product.These shade variations should be anticipated and are not a cause for rejection. Structural paint is intended as a primer.The primers supplied by the Manufacturer are not intended to provide the uniformity of appearance of a finish coat nor to provide extended protection if subjected to prolonged exposure. If immediate erection of steel is not possible, it must be protected from exposure to atmospheric and/or environmental conditions that may be detrimental to primer performance.These conditions would include, but not be limited to,prolonged exposure to ultra-violet light resulting in possible fading and or spotting or standing water resulting in spotting,peeling or localized surface oxidation. Gray Primer in particular will show rust spots/streaks due to imperfections in the application process and the properties associated with Gray Primers.Primer touch-up due to transit abrasions and/or scratching during loading and unloading and erection is to be expected.Rusting or abrasions on structural members is not subject to customer rejection or claim for touch up.Additional guidelines can be found in the MBMA Commentary,the AISC Code of Standard Practice and the Manufacturer's Standard Specifications. Any in-plant inspection requirements must be noted on this document,and will be at the Buyer's expense. Buyer acknowledges that,although minimum loads may be supplied automatically, it is Buyer's responsibility to determine the intended use of the Metal Building System ordered,its appropriateness for all loads to be encountered,including but not limited to,live load,wind load,snow/ice load,water load,collateral and auxiliary loads,as well as its appropriateness for drainage systems and compliance with the requirements of all governing code bodies,statutory and regulatory agencies. All design information provided is preliminary, including but not limited to "Designed", "System Standard" and "Default" design criteria. The Manufacturer will not be responsible for conditions resulting from changes in the final design unless tial specific requirement is noted on the Purchase Order. Manufacturer's specifications, including welding standards and specifications, are applicable unless specifically described otherwise on this document.If plans,specifications,and/or Buyer's Purchase Order accompany this document,and there is a conflict between those documents and Manufacturer's standard specifications, the Manufacturer's standard specifications shall prevail unless specifically listed on this document. The words"See Attached"do not fulfill this reference requirement. Anchor Rods are not supplied by Manufacturer. Eave Struts,Endmfters and Header members are not designed to sustain transverse wind or seismic loading from the masonry/other construction. If soil profile other than(D), (4),(SD), (S4) is to be used, the Manufacturer requires a sealed letter or copy of a soils report from a registered design professional stating the soil type to be used in the design of the metal building. Any quoted delivery schedules are only approximations (Not Guarantees), are rendered as a convenience to the customer, and are subject to variations depending upon A&S Building Systems'shipment backlog at the time of order placement. Buyer is responsible for selecting the appropriate thermal blocks and clips for standing seam roofs for use with the insulation used on the project. Buyer is responsible for determining the correct fastener length for use with the insulation used on the project. See the Help file or contact the Manufacturer for documents regarding the proper selection of fasteners,clips and thermal blocks. Quote No.:08-CANAL5nba.nb8-B Entered By:dlf Date: 11/12/2008 16:14:54 1.1.3 Page 10 of 15 Building: B - bank Building-Loads. Roof Snow Load By Design: 30.000 psf Occupancy Category: Normal Thermal Condition: N/A Seismic Design Category: N/A Wind Enclosure Wind Enclosure: Calculated-Enclosed Are all Framed Openings enclosed with materials designed to resist building wind loads?: yes Are all Open Areas for Other enclosed with materials designed to resist building wind loads?: yes Uniform Collateral Loads Ceiling Load: 0.000 psf Sprinkler. 5.000 psf Plaster/ShestrockCeiling: No Other: 2.000 psf Brittle Wall/Dryvit: No Deflections Purlins Live: L/260-User Specified Rafters Live: 1,/180-Default Purlins Snow: L/260-User Specified Rafters Snow: LIM-Default Purlins Wind: L/260-User Specified Rafters Wind: L/180-Default Purlins Total Gravity: L260-User Specified Rafters Total Gravity: L/120-Default Purlins Total Uplift: L260-User Specified Rafters Total Uplift: N/A Girts: U90-Default Endwall Columns: U90-Default Drifts Frame Live: 13/60-Default Frame Snow: W60-Default Frame Wind: 1/60-Default Frame Seismic: H/50-Default Frame Total Gravity: H/60-Default Frame Total Wind: H/60-Default Frame Total Seismic: 1-1/50-Default Topography-Escarpments Does the building lie on the upper half of a hill, ridge,or escarpment?: No Is this hill,ridge or escarpment unobstructed in any direction by another similar topographic No feature within a distance of 100 times its height or 2 miles,whichever is less?: Is the hill or escarpment at least twice as tall as any other topographic features within 2 miles?: No Does the average slope on the top half of the hill,ridge,or escarpment equal or exceed 20%(11.30)?: No Is the height of the hill, ridge or escarpment equal to or greater than 15 feet for Exposure C or D, No or 60ft for Exposure B?: TOPOGRAPHIC EFFECTS Hill Shape: N/A Lh,Horizontal distance of crest to half height of hill or escarpment: N/A H,Height of hill or escarpment: N/A X,Distance from the crest to the building site: N/A Quote No.:08-CANAL5nba.nba-B Entered By:dlf Date: 11/12/2008 16:14:54 1.1.3 Page It of 15 Building Information Label-Name: B-bank Frame Type: Single Slope Structure: New Elevation A: Sidewall Type: Attachment Geometry, Sidewalis$ Endwalls Width: 60'-0" Length: 30'-0" SWA SWC Eave Height: 19'-6" Eave Height: 17'-0" Roof Slope: 0.000000/12 Roof Slope: 0.500000112 Dist.to Ridge: 0'-0" Dist.to Ridge: 60'-0" Girts: 8.0"Z-Bypass Girts: 8.0"Z-Bypass EWB EWD Type: Non-Expandable Frame Type: No Frame-Endwall Tie-In Girts: 8.0"Z-Bypass Girts: 8.0"Z-Bypass Setback: System Standard Setback: System Standard Purlins: 10.0"Z Primary Steel Shop Coat: Red Secondary: Red Attachment Attached To Location: Building: A-family dollar Attachment Wall: Endwall Wall: B Start Column: N/A Offset: 90'-0" Stop Column: N/A Bracing Roof: By Others(See Project Notes) Roof(EWB to EWD)@ Bays: N/A SWA By Others(See Project Notes) SWA(EWB to EWD)@ Bays: N/A SWC: By Others(See Project Notes) SWC(EWD to EWB)@ Bays: N/A EWB: None EWB(SWC to SWA)@ Bays: N/A EWD: None EWD(SWA to SWC)@ Bays: N/A Purlin: Knock-In Bridging Angles Allowed Girt: None Spacings Bay Spacing(EWB-EWD): 30'-0" EWB COL.Spacing(SWC-SWA): 15'-0",2L22'-6" EWD COL.Spacing(SWA-SWC): 60'-0" SWA Girt Locations(Base to Eave): System Standard: 13'-3", 16'-6" SWC Girt Locations(Base to Eave): System Standard: 3'-6", 5-2", 74", 11'-8", 13'40" EWB Girt Locations(Base to Peak): System Standard 12'-10 1/2", 15'-9" EWD Girt Locations(Base to Peak): System Standard: Purlin Spacing: System Standard Designed Purlin Locations(SWA-Eave to Peak): Designed Purlin Locations(SWC-Eave to Peak), T-0", T-0 1/16", 5-0 1/16", 6'-0 1116", K-0 1/16", 9'-0 1/8", 11'-0 1B", 12'-0 1/8", 14'-0 1/8", 15'-0 3/16", 1T-0 3/16", 18'-0 3/16", 20'-0 3/16', 21'-0 1/4", 23'-0 1/4", 24'-0 1/4", 26-0 1/4", 27-0 5/16", 29'-0 5/16", 30'-0 5/16", 32'-0 5/16", 33'-0 3/8", 35'-0 3/8", 36-0 3/8", 38'-0 3/8", 39'-0 7/16", 41'-0 7/16", 42'-0 7/16", 44'-0 7/16", 45'-0 1/2", 4T-01/2", 48'-01/2", 50'-01/2", 51'-0112", 53'-09/16", 54'-09/16', 56-09/16', 57-09/16", 5V-0518" Quote No.:08-CANAL5nbamba-B Entered By:dlf Date: 11/12/2008 16:14:54 1.1.3 Page 12 of 15 Frame Groups Group Number. 1 (Clearspan) Frame Lines: 1 Hardened Washers for High Strength Bolts: No SWA SWC Column: Tapered Allowed Column: Tapered Allowed Max Col.Web Depth: 68.00" Max Col.Web Depth: 68.00" Max Rat.Web Depth: 68.00" Max Raf.Web Depth: 68.00" Covering Roof Panel: Ultra-Dek Gauge: 24 Color. Galvalume Plus Finish Warranty: YES Wide Tape: No Eave Icing: No UL90: YES Fasteners: Self-Drilling,Long-Life,Standard Length Thermal Blocks: INCLUDED-318" Seamer Rental: N/A Standing Seam Clip: High Fixed for 6 in.Blkt Insulation Note: Insulation not Included unless specified Weathertightness Warranty: None on the Insulation page of this document. Wall Panel: VistaSbadow Gauge: 26 Color. SIG-200 TBD Finish Warranty: YES Base Option: Base Angle Fasteners: Self-Drilling,Standard Finish,1-1/2" Concrete Notch: No Outside Metal EW Closures: N/A Sealed Wall: No Base Closure Strips: No Eave Closures: YES Trim SWA: Roof to Wall Tie-in Trim SWC: Gutters and Downspouts NorthemAee Gutter Preferred: YES EWB: Roof to Wall Tie-in Trim EWD: Roof to Roof Tie-in Trim Eave Trim: None Rake Trim: SIG-200 TBD Corner Trim: SIG-200 TBD Gutters: SIG-200 TBD Downspouts: SIG-200 TBD Roof to Roof: SIG-200 TBD Roof to Wall: SIG-200 TBD Accessories Note:When Accessories are located in Bay 1,Distance From Left Column refers to Distance from Left Steel Line. WALK DOORS Elevation: Not Specified Dist.from Left Col.: Not Specified Bay: Not Specified Trim: SIG-200 TBD Quantity: 1 Lockset: Cylindrical Lockset Size: 3070 Swing: Right Hand Out Style: M-Solid Options: Closer,Panic Hardware,Insulated Type: Pre-Assembled Primer Color. Bronze In Liner. No OPEN AREA-PARTIAL HEIGHT Elevation: SWA Dist.from Left Col.: 0'-0" Start Bay: 1 Shear Wall: No Width: 30'-0" Column Bracing: N/A Height: 10'-0" Base Type: Cee with BFL201 Open For: Studs Include Jambs: Yes Material Thickness: 6-8" Include Jamb Flash: Yes Material Weight: 40.0000 Flash Color: SIG-200 TBD Dist.to Outside Open for Wind: 0.0000°/a Face of Material: 0'-0" Support Beam Included: No Dist.to Sup.Beam: 0'-0" Use Flange Bracing: N/A Beam Deflection: N/A Connection Spacing: N/A Quote No.:08-CANAL5nba.nba-B Entered By:dlf Date: 11/12/2008 16:14:54 1.1.3 Page 13 of 15 Accessories (Continued) Note:When Accessories are located in Bay 1,Distance From Left Column refers to Distance from Left Steel Line. OPEN AREAL PARTIAL HEIGHT Elevation: EWB Dist.from Left Col.: 0'-0" Start Bay: 1 Shear Wall: No Width: 60'-0" Column Bracing: N/A Height: 10'-0" Base Type: Cee with BFL201 Open For: Studs Include Jambs: Yes Material Thickness: 0'-8" Include Jamb Flash: Yes Material Weight: 40.0000 Flash Color: SIG-200 TBD Dist.to Outside Open for Wind: O.000OD/o Face of Material: 0'-0" Support Beam Included: No Dist.to Sup. Beam: 0'-0" Use Flange Bracing: N/A Beam Deflection: N/A Connection Spacing: N/A OPEN AREA-FULL HEIGHT Elevation: EWD Dist.from Left Col.: 0'-0" Start Bay: I Shear Wall: No Width: 60'-0" Column Bracing: N/A Open For: Other Base Type: N/A Material Thickness: 0'-0" Include Jambs: No Material Weight: 0.0000 Include Jamb Flash: No Dist.to Outside Flash Color: N/A Face of Material: 0'-0" Open for Wind: 0.0000°/D Dist.to Sup.Beam: 0'-0" Support Beam Included: No Beam Deflection: N/A Use Flange Bracing: N/A Connection Spacing: N/A PARAPET WALL Elevation: SWA Start Column: 1 Stop Column: 2 Top of Parapet: 20'-6" Back Sheets: 26ga PBR-Galvalume Plus Note: Includes Parapet Gutter.Interior downspouts and the attachment thereof is not by Manufacturer. No outlets or scuppers provided unless otherwise specifically noted(qty,type and size). PARAPET WALL Elevation: EWB Start Column: 1 Stop Column: 4 Top of Parapet: 20'-6" Back Sheets: 26ga PBR-Galvalume Plus Quote No.:08-CANAL5nba.nba-B Entered By:dlf Date: 11/12/2006 16:14:54 1.1.3 Page 14 of 15 INSULATION Insulation(Net) Facing: VIW-VR-R Include Tape: Yes Tabs: 1(a;6" Wall Thickness: 4.00" Insulate Wall Insulation: 1,457 sq ft SWA: Yes Roof Thickness: N/A SWC: Yes Roof Insulation: N/A EWB: Yes Starter Rolls: 4'-0" EWD: No Running Rolls: 6-0" ROOF: No Insulation(Net) Facing: WMP-VR-R IneludeTape: Yes Tabs: 1 L 6" Wall Thickness: N/A Insulate Wall Insulation: N/A SWA: No Roof Thickness: 6.00" SWC: No Roof Insulation: 2,151 sq ft EWB: No Starter Rolls: 4'-0" EWD: No Running Rolls: 6-0" ROOF: Yes • CITY OF SALEM 1, "A PLANNING BOARD taxa 0,:f 2 o Site Plan Review & - Drive-Through Facilities Special Permit Decision October 16, 2008 142 Canal Street Nominee Trust 5 Cranberry Lane Lynnfield, Massachusetts 01940 RE: 142 Canal Street— Site Plan Review& Drive-Through Facilities Special Permit On Thursday, July 17, 2008, the Planning Board of the City of Salem opened a Public Hearing under Sections 7-18 and 7-22 of the City of Salem Zoning Ordinance, Site Plan Review and Drive-Through Facilities, at the request of Snakebite Realty, LLC, for the property located at 142 Canal Street. The proposed plans show the construction of a new 10,980 sq foot single-story building, in addition to the existing 26,555 sq ft building at 142 Canal Street. The proposed building is proposed as a two occupant building: a retail tenant occupying 9,180 square foot and a 1,800 square foot bank tenant with one (1) drive-thru lane. The Public Hearing was continued to September 4, 2008, September 18, 2008, and October 16, 2008. The public hearing was closed on October 16, 2008. At a regularly scheduled meeting of the Planning Board held on October 16, 2008, the Planning Board voted by a vote of zero (0) members opposed and six (6) members (Charles Puleo, David Weiner, Tim Kavanaugh, Nadine Hanscom, Gene Collins, and Tim Ready) in favor to approve the Site Plan and Drive-Through Facilities Special Permit, subject to the following conditions: 1. Conformance with the Plan Work shall conform to the plans entitled, "Site Plan for Proposed Retail at 142 Canal Street, Salem, Mass 01970" Sheets 1 – 7, prepared by Marchionda & Associates, 62 Montvale Ave, Suite 1, Stoneham, Mass 02180, dated October 1, 2008; elevation plans, landscaping plans, and lighting plans entitled "Proposed Floor Plan/Proposed Elevations", "Landscaping/Planting Plans", and "Lighting Plans for Proposed Retail at 142 Canals Street, Salem, Mass 01970" sheet A.1, sheet LS.1, and sheet A.I prepared by DiLullo Associates, Inc., 16 Crystal Street, Melrose, Mass 02176, dated June 23, 2008, October 3, 2008, and October 9, 2008 respectively. 2. Transfer of Ownership Within five (5) days of transfer of ownership of the site, the Owner shall notify the Board in writing of the new owner's name and address. The terms, conditions, restrictions and/or requirements of this decision shall be binding on the Owner and its successors and/or assigns. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 • TEL: 978.745.9595 FAx: 978.740.0404 ♦ WWW.SALEM.COM 3. Amendments Any amendments to the approved site plan, elevation plan, and landscape plan shall be brought to the Planning Board for review and approval. Any waiver of conditions contained within shall require the approval of the Planning Board. 4. Construction Practices .All construction shall be carried out in accordance with the following conditions: a. The operation of tools or equipment used in construction or demolition work shall occur in accordance with Salem Ordinance Section 22-2 (5): Construction and Blasting and between the hours of 8:00 AM and 5:00 PM on weekdays and Saturdays. No work shall take place on Sundays or holidays. The Planning Board will agree to changes in the starting time, at the request of the applicant and if approved by a formal vote of the City Council, as per the ordinance. b. Any blasting, rock crushing,jack hammering, hydraulic blasting, or pile driving shall occur in accordance with Salem Ordinance Section 22-2 (5): Construction and Blasting and be limited to Monday-Friday between the hours of 8:00 AM and 5:00 PM. There shall be no blasting, rock crushing,jack hammering, hydraulic blasting, or pile driving on Saturdays, Sundays, or holidays. c. Blasting shall be undertaken in accordance with all local and state regulations. d. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided by the applicant to all abutters in writing at least 72 hours prior to commencement of construction of the project. e. All construction vehicles and equipment shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they exit the site. f. All construction shall be performed in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances of the City of Salem. g. All construction vehicles and equipment left overnight at the site must be located completely on the site. h. All staging of materials and equipment shall be on-site. i. No Street shall be closed without prior approval of the Department of Planning and Community Development, unless deemed an emergency by the Salem Police Department. I. Construction Manangement Plan and Construction Schedule shall be submitted by the (Applicant prior to the issuance of a building permit. Included in this plan, but not limited to, shall be information regarding how the construction equipment will be stored, a description of the construction staging area and its location in relation to the site, and where the construction employees will park their vehicles. The plan and schedule shall be submitted and approved by -2- - ---- - �.- ---............... 1_:._ .� the.City Planner prior to the'issu`ance of a`Building Permit. All storage of materials and equipment will be on site. k. All sidewalks, roadways, utilities, landscaping, etc. damaged during construction shall be replaced or repaired to their pre-construction condition, or better. 5. Cleric of the Works A Clerk of the Works shall be provided by the City, at the expense of the Applicant, its successors or assigns, as is deemed necessary by the City Planner. D6.J Fire Department � J'All work shall comply with_the requirements of t`h`lem-Fire-Department prior-to the issuance of Lany_building permits 7. Building Inspector All work shall comply with the requirements of the Salem Building Inspector. 8. Board of Health The applicant shall comply with all rules and regulations of the Board of Health and shall comply with all conditions of the Board of Health decision. 9. Utilities a�. firi_Y_ini_t_a11ationew shall be-be and approved by the,C yti Engineer prior to the issuance-of a (�Eurld .ing PermitAll on site,electrical utilities shall be locatedunderground ��PPlicant shall confirm with the City Engineer that there are existing isolation valves on the Canal Street water main on either side of their proposed fire service connection, which are operational and in close enough proximity to allow isolation of Canal Street. jWritten oon�frmation from the City Engineer must be received by the Department of Planning and Comunity Development prior to the issuance of a Building Permit`--� 10. Department of Public Services The Applicant shall comply with all requirements of the Department of Public Services 11. Signage a. Proposed signage shall be reviewed and approved by the City Planner and the Sign Review Committee. b. Parking signs shall be installed in front of each parking space abutting the Hertz Rent-a-Car stating that the parking spaces are only for the retail/office uses in the new building. 12. Lighting a. No light shall cast a glare onto adjacent parcels or adjacent rights of way. A*final lightingeplan shall be submitted_to the City Planner for.review and approval prior.to the x �ssuance-of-a-Building Permit. c. After installation, lighting shall be reviewed and approved by the City Planner, prior to the -3- issuance of a Certificate of Occupancy. 13. HVAC If an HVAC unit is located on the roof or site, it shall be visually screened prior to the issuance of a Certificate of Occupancy. The method for screening the unit shall be submitted to the City Planner for review and approval prior to installation. 14. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Trees shall be a minimum diameter of 3 %"dbh (diameter breast height). c. Maintenance of all landscaping shall be the responsibility of the Applicant, his successors or assigns. d. Any street trees removed as a result of construction shall be replaced. The location of any replacement trees shall be approved by the City Planner prior to replanting. e. Final completed landscaping, done in accordance with the approved set of plans, shall be subject to approval by the City Planner prior, for consistency with such plans, to the issuance of a Certificate of Occupancy. f. The applicant, his successors or assigns, agrees to perpetually remove the snow on the sidewalks along their portion of frontage on Canal Street 15. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the Applicant, his successors or assigns. b. Winter snow in excess of permitted snow storage areas on site shall be removed off site. c. Maintenance of all landscaping shall be the responsibility of the Applicant. The Applicant, his successors or assigns, shall guarantee all trees and shrubs for a two (2) year period, from issuance of the Certificate of Occupancy and completion of planting. d. Maintenance of all stormwater structures and bioretention areas shall be the responsibility of the Applicant, his successors or assigns. 16. As-Built Plans As-built Plans, stamped by a Registered Professional Engineer, shall be submitted to the Department of Planning and Community Development and Department of Public Services prior to the issuance of Certificates of Occupancy. The As-Built plans shall be submitted to the City Engineer in electronic file format suitable for the City's use and approved by the City Engineer, prior to the issuance of Certificates of Occupancy. A completed tie card, a blank copy(available at the Engineering Department) and a certification signed and stamped by the design engineer, stating that the work was completed in substantial -4- compliance with the design drawing must be submitted to the City Engineer prior to the issuance of Certificates of Occupancy; as well as, any subsequent requirements by the City Engineer. 17. Violations Violations of any condition contained herein shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority vote of the Planning Board. 18. Special Conditions a. The Applicant shall record at least sheet 4 of 7 entitled "Site Layout Plan" at the Southern Essex District Registry of Deeds. b. At such time that the parking area in the rear of the existing building is resurfaced/paved, the applicant, his successors or assigns is required to stripe the eighty (80) required parking spaces, or more or less if warranted by the use of the building, as shown on sheet 4/7 of the Approved Site Plans. c. The fence located behind the proposed building dumpster area shall tie directly into the northwest comer of the existing building and tie directly into the southeastern comer of the former California Olive Oil building at 134 Canal Street, as noted and shown on sheet 4/7 of the Approved Site Plans. The applicant is permitted to install an access gate as part of the fence. hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Planning Board. The Decision shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Southern Essex District Registry of Deeds and is indexed under the name of the owner of record is recorded on the owner's Certificate of Title. The owner or applicant, his successors or assigns, shall pay the fee for recording or registering. Charles M. Puleo fj Chair -5- h- ArthteCs far vrapam,vlxxiNpaM DesignofvWlk ark Private BWkkgs CONSTRUCTION CONTROL AFFIDAVIT Project Location: 142 Canal Street,Salem MA Name of Building: Retail Building Scope of Project: Construct New Single Story Retail Store In accordance with Section 116.0 of the Massachusetts State Building Code,780 CMR Seventh Edition: I,Daniel F.DiLullo,Massachusetts Registration Number 6033 being a registered Architect hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Entire Project:_ Architectural X Structural__ Mechanical Fire Protection_ Electrical_ Other(specify) for the above named project and that,to the best of my knowledge,such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed project. Furthermore,I understand and agree that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved by the Building Permit and shall be responsible for the following as specified in Section 116.2.2: 1. Review of shop drawings,samples and other submittals of the contractor as required by the construction documents as submitted for the Building Permit and approval for the conformance to the design concept. 2. Review and approve of quality control procedures for all code-required controlled materials 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine in general if the work is being performed in a manner consistent with the construction documents. I shall submit periodically, in a form acceptable to the building official,progress reports together with pertinent comments.Upon completion of the work I shall submit to the building official a final report and Affidavit as to the satisfactory completion and readiness of the project for rooccupancy. Signature of Registered Professional: t ��— Subscribed and sworn before me this �]/ _day of� D?/8ryMe'b- i 2008 Notary Public_ �Q/ .Gdift commission expires on O Pi ./00 1 b Su�.t,n ptl.ullo NOV-13-2008 THU 12;04 PH FAX N0, P. 01 rPRODUCER ORDN CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDON1yY) (617) 8a6-e600 11/13/2008 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 4 33iggiry Ins Agency ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICAinthrop Street HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTERTHE COVERAGEAFFORDED BY THE POLICIES BELOW. ro MA 02152- INSURERS AFFORDING COVERAGE 'INSURED NAIC# INsugER A:W4Istern World Peter Varoae DBA/ - INsua6ae:A7M Mutual Insurance Abba Construction 78 North Avenue NsuaER c: Danvers msugER D: MA 01923- INsuR9R E: COVERAGES TWES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE .REQUIREMENT,TERM OR CONDITION OF ANY INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED-NOTWITHSTANDING ANY IREMECONTRACTOR OTHER DOCUMENT WITH RESPECTTO WHICH THIS CERTIFICATE MAY BE ISSUED ORMAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, EXCLUSIONS AND CONpITIONS OF SUCH POLICIES, INSR ADD'L LTR INSRD TYPEOFINSURANCE POLICYNUMBER POLICYEFFECTIVE POLICY EXPIRARON DATE(MM/DDM) LIMITS GATE IMMIDOryY) GENERAL LIABILITY - / / / / X COMMERCIAL GENERAL LIADILI-fY EACH OCCURRENCE $ 1r000,r 000 DAMAGE TO RENTED ACLAIMS MADE PREMISES Ea=51`9'. D 100j000 OCCUR NPP1177982 07/01/2008 07/01/2009 MED EXP Al ono eredn) 8 5'J;900 PERSONAL&ADV INJURY 8 1,O;QO;.b00 GENERAL AGGREGATE $ 2r000 ,QOO GEN'L AGGREGATE LIMB APPLIES pER: PRO- PRODUCTS-COMP/Op AGG $ 2,060,pOD.D POLICY JECT LOC AUTOMOBILE:LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ (EA aWdenq A ALL-OWNED AUTOS BA 3J8434 03/08/2098 03/06/2009 SCHEDULED AUTOS BODILY INJURY (PerpoRpn) $ X HIRED AUTOS --- X NON-OWNED AUTOS BODILY INJURY (Per awidanl) S PROPERTY DAMAGE (Par ao4denp 'F GARAGE LIABILITY ANY AUTO AUTO ONLY-EA ACCIDENT S � / / / / '• '..Icliai OTHER THAN F-AACC !F _-.-.... . AUTO ONLY: EXCESSIUMBRELLA LIABILITY AGG T _ OCCUR CLAIMS MADE EACH OCC RRENCE �'.MADE (' AGGREGATE S ' i DEDUCTIBLE RETENTION $ E WORKERS COMPENSATION AND R V� T ' EMPLOYERS'LIABILITY / / / / X TOR :MRS E ANY PROPRIETORPARTNER/EXECUTIVE 100 E,L.EACHACCIDENT $' ,000 B OFFIOERIMEMBEREXCLUpED7 VNC 60080002012008 03/11/2006 03/11/2009 IFECdanari6A ISUar E.L.DISEASE-EA EMPLOYEE£ 100rOO,O SPECIAL PROVISIDN9 Dalaw OTHER E.L.DISEASE-POLICY LIMIT S 500,000 DESCRIPTION OF OPERAlnONBILOCATIONSNEHICLES/EXCLUSIONS pDDEDBYEN00RSBMEN713PECIAL PROVISIONS PrOjpct: 142 Canal St CERTIFICATE:HOLDER CANCELLATION ( (781) 662-8389 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE, EXPIRATION DATE: THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO:`MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BOT. City O£ Salem FAILURE TO DO SO'SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON.THE I INSU fT5 GE NTS OR REPRESENTATIVES. ! _ AUTH 0 RB NTARVQ Salem MA _ LCOIN (2001106) iNCORD CORPORATION_1.9BB of S02025(p1pD),p5 ELECTRONIC LASER FORMS, (BaD)327A(In^i P49e 1'p(2 qS 3 - 1103 ANThoNy Gf1tiNAkR 1 - 978 - ?) - SS�7y r CITY OF SALEM ROUTING SLIP New Construction_ Certificate of O'clIcupancy LOCATION GArAja G STDATE 11 T' U eV ASSESSORS - ,e DATE ►A- Zq- of 93 Washington St. CITY CLERK1w61-��. DATE �1-2I-off 93 Washington SU PUBLIC SERVICES DATE 120 Washington St. X � WATER " ." -- - DATE 120 Washington St. K CROSS CONNECTI DATE �P 1�/'� v '!�CVA- 5 Jefferson Ave X PLANNING DATE 120 Washing St. X CONSERVATION I� DATE jlqq" og 120 Washington St. �( ELECTRICAL DATE 48 Lafayette St. �— FIRE PREVENTION DATE 29 Fort Avenue / HEALTH DATE 120 Washington St. K BUILDING INSPECTOR DATE 120 Washington St. Unpermitted A-Frame Sign Notice You are receiving this notice because your current A-frame sign has not been permitted and has been removed by the City. In order to get your sign permitted, you will need to submit an application to the Salem Redevelopment Authority (SRA) and its Design Review Board (DRB). All the information you need to know about the sign permit process for A-frame signs can be found at: http://www.salem.com/Pages/SalemMA DPCD/signpermit In the "Portable (A-Frame) Signs" box, there are two important links. • The first link is to the three-page ordinance. Please read the ordinance to understand the specific requirements. • The second link will open a new page that provides an overview of the application process. Because you are located within the Urban Renewal Area, you need to follow the SRA and DRB process. Click on the last link on the page to see step- by-step instructions. Once you have submitted a complete application, the DRB will review it at its next meeting and make a recommendation to the SRA. You are required to attend the DRB meeting but not the SRA meeting. DRB meetings are at 6:OOPM in the City Hall Annex located at 120 Washington Street. Below are the DRB submittal deadlines for the next three months: Submittal Deadline Meeting Date April 13, 2012 April 25, 2012 May 11, 2012 May 23, 2012 June 15, 2012 June 27, 2012 The SRA typically meets two weeks after the DRB on the second Wednesday of the month. After the SRA approves the application, a sign permit will be issued and you can use the sign. Note: If you are located outside the Urban Renewal Area, the application requirements are the same. However, we need only one copy and you do not need to attend any meetings. If you have any questions after you have reviewed the link above, please feel free to contact Lisa Donahue at the Department of Planning and Community Development (978- 619-5685). We look forward to working with you as you obtain your permit. Unpermitted A-Frame Sign Notice You are receiving this notice because your current A-frame sign has not been permitted and has been removed by the City. In order to get your sign permitted, you will need to submit an application to the Salem Redevelopment Authority (SRA) and its Design Review Board (DRB). All the information you need to know about the sign permit process for A-frame signs can be found at: http://vvww.salem.com/Pages/SalemMA DPCD/signpermit In the "Portable (A-Frame) Signs" box, there are two important links. • The first link is to the three-page ordinance. Please read the ordinance to understand the specific requirements. • The second link will open a new page that provides an overview of the application process. Because you are located within the Urban Renewal Area, you need to follow the SRA and DRB process. Click on the last link on the page to see step- by-step instructions. Once you have submitted a complete application, the DRB will review it at its next meeting and make a recommendation to the SRA. You are required to attend the DRB meeting but not the SRA meeting. DRB meetings are at 6:OOPM in the City Hall Annex located at 120 Washington Street. Below are the DRB submittal deadlines for the next three months: Submittal Deadline Meeting Date April 13, 2012 April 25, 2012 May 11, 2012 May 23, 2012 June 15, 2012 June 27, 2012 The SRA typically meets two weeks after the DRB on the second Wednesday of the month. After the SRA approves the application, a sign permit will be issued and you can use the sign. Note: If you are located outside the Urban Renewal Area, the application requirements are the same. However, we need only one copy and you do not need to attend any meetings. If you have any questions after you have reviewed the link above, please feel free to contact Lisa Donahue at the Department of Planning and Community Development (978- 619-5685). We look forward to working with you as you obtain your permit. Unpermitted A-Frame Sign Notice You are receiving this notice because your current A-frame sign has not been permitted and has been removed by the City. In order to get your sign permitted, you will need to submit an application to the Salem Redevelopment Authority (SRA) and its Design Review Board (DRB). All the information you need to know about the sign permit process for A-frame signs can be found at: http://www.salem.com/Paees/SalemMA DPCD/signpermit In the "Portable (A-Frame) Signs" box, there are two important links. • The first link is to the three-page ordinance. Please read the ordinance to understand the specific requirements. • The second link will open a new page that provides an overview of the application process. Because you are located within the Urban Renewal Area, you need to follow the SRA and DRB process. Click on the last link on the page to see step- by-step instructions. Once you have submitted a complete application, the DRB will review it at its next meeting and make a recommendation to the SRA. You are required to attend the DRB meeting but not the SRA meeting. DRB meetings are at 6:OOPM in the City Hall Annex located at 120 Washington Street. Below are the DRB submittal deadlines for the next three months: Submittal Deadline Meeting Date April 13, 2012 April 25, 2012 May 11, 2012 May 23, 2012 June 15, 2012 June 27, 2012 The SRA typically meets two weeks after the DRB on the second Wednesday of the month. After the SRA approves the application, a sign permit will be issued and you can use the sign. Note: If you are located outside the Urban Renewal Area, the application requirements are the same. However, we need only one copy and you do not need to attend any meetings. If you have any questions after you have reviewed the link above, please feel free to contact Lisa Donahue at the Department of Planning and Community Development (978- 619-5685). We look forward to working with you as you obtain your permit. Unpermitted A-Frame Sign Notice You are receiving this notice because your current A-frame sign has not been permitted and has been removed by the City. In order to get your sign permitted, you will need to submit an application to the Salem Redevelopment Authority (SRA) and its Design Review Board (DRB). All the information you need to know about the sign permit process for A-frame signs can be found at: http://www.salem.com/Payes/SalemMA DPCD/sianpermit In the "Portable (A-Frame) Signs" box, there are two important links. • The first link is to the three-page ordinance. Please read the ordinance to understand the specific requirements. • The second link will open a new page that provides an overview of the application process. Because you are located within the Urban Renewal Area, you need to follow the SRA and DRB process. Click on the last link on the page to see step- by-step instructions. Once you have submitted a complete application, the DRB will review it at its next meeting and make a recommendation to the SRA. You are required to attend the DRB meeting but not the SRA meeting. DRB meetings are at 6:OOPM in the City Hall Annex located at 120 Washington Street. Below are the DRB submittal deadlines for the next three months: Submittal Deadline Meeting Date April 13, 2012 April 25, 2012 May 11, 2012 May 23, 2012 June 15, 2012 June 27, 2012 The SRA typically meets two weeks after the DRB on the second Wednesday of the month. After the SRA approves the application, a sign permit will be issued and you can use the sign. Note: If you are located outside the Urban Renewal Area, the application requirements are the same. However, we need only one copy and you do not need to attend any meetings. If you have any questions after you have reviewed the link above, please feel free to contact Lisa Donahue at the Department of Planning and Community Development (978- 619-5685). We look forward to working with you as you obtain your permit. Unpermitted A-Frame Sign Notice You are receiving this notice because your current A-frame sign has not been permitted and has been removed by the City. In order to get your sign permitted, you will need to submit an application to the Salem Redevelopment Authority (SRA) and its Design Review Board (DRB). All the information you need to know about the sign permit process for A-frame signs can be found at: http://www.salem.com/Pages/SalemMA DPCD/signpermit In the "Portable (A-Frame) Signs" box, there are two important links. • The first link is to the three-page ordinance. Please read the ordinance to understand the specific requirements. • The second link will open a new page that provides an overview of the application process. Because you are located within the Urban Renewal Area, you need to follow the SRA and DRB process. Click on the last link on the page to see step- by-step instructions. Once you have submitted a complete application, the DRB will review it at its next meeting and make a recommendation to the SRA. You are required to attend the DRB meeting but not the SRA meeting. DRB meetings are at 6:OOPM in the City Hall Annex located at 120 Washington Street. Below are the DRB submittal deadlines for the next three months: Submittal Deadline Meeting Date April 13, 2012 April 25, 2012 May 11, 2012 May 23, 2012 June 15, 2012 June 27, 2012 The SRA typically meets two weeks after the DRB on the second Wednesday of the month. After the SRA approves the application, a sign permit will be issued and you can use the sign. Note: If you are located outside the Urban Renewal Area, the application requirements are the same. However, we need only one copy and you do not need to attend any meetings. If you have any questions after you have reviewed the link above, please feel free to contact Lisa Donahue at the Department of Planning and Community Development (978- 619-5685). We look forward to working with you as you obtain your permit. Unpermitted A-Frame Sign Notice You are receiving this notice because your current A-frame sign has not been permitted and has been removed by the City. In order to get your sign permitted, you will need to submit an application to the Salem Redevelopment Authority (SRA) and its Design Review Board (DRB). All the information you need to know about the sign permit process for A-frame signs can be found at: http://www.salem.com/Paces/SalemMA DPCD/sienpermit In the "Portable (A-Frame) Signs" box, there are two important links. • The first link is to the three-page ordinance. Please read the ordinance to understand the specific requirements. • The second link will open a new page that provides an overview of the application process. Because you are located within the Urban Renewal Area, you need to follow the SRA and DRB process. Click on the last link on the page to see step- by-step instructions. Once you have submitted a complete application, the DRB will review it at its next meeting and make a recommendation to the SRA. You are required to attend the DRB meeting but not the SRA meeting. DRB meetings are at 6:OOPM in the City Hall Annex located at 120 Washington Street. Below are the DRB submittal deadlines for the next three months: Submittal Deadline Meeting Date April 13, 2012 April 25, 2012 May 11, 2012 May 23, 2012 June 15, 2012 June 27, 2012 The SRA typically meets two weeks after the DRB on the second Wednesday of the month. After the SRA approves the application, a sign permit will be issued and you can use the sign. Note: If you are located outside the Urban Renewal Area, the application requirements are the same. However, we need only one copy and you do not need to attend any meetings. If you have any questions after you have reviewed the link above, please feel free to contact Lisa Donahue at the Department of Planning and Community Development (978- 619-5685). We look forward to working with you as you obtain your permit. Unpermitted A-Frame Sign Notice You are receiving this notice because your current A-frame sign has not been permitted and has been removed by the City. In order to get your sign permitted, you will need to submit an application to the Salem Redevelopment Authority (SRA) and its Design Review Board (DRB). All the information you need to know about the sign permit process for A-frame signs can be found at: http://www.salem.com/Pages/SalemMA DPCD/signpermit In the "Portable (A-Frame) Signs"box, there are two important links. • The first link is to the three-page ordinance. Please read the ordinance to understand the specific requirements. • The second link will open a new page that provides an overview of the application process. Because you are located within the Urban Renewal Area, you need to follow the SRA and DRB process. Click on the last link on the page to see step- by-step instructions. Once you have submitted a complete application, the DRB will review it at its next meeting and make a recommendation to the SRA. You are required to attend the DRB meeting but not the SRA meeting. DRB meetings are at 6:OOPM in the City Hall Annex located at 120 Washington Street. Below are the DRB submittal deadlines for the next three months: Submittal Deadline Meeting Date April 13, 2012 April 25, 2012 May 11, 2012 May 23, 2012 June 15, 2012 June 27, 2012 The SRA typically meets two weeks after the DRB on the second Wednesday of the month. After the SRA approves the application, a sign permit will be issued and you can use the sign. Note: If you are located outside the Urban Renewal Area, the application requirements are the same. However, we need only one copy and you do not need to attend any meetings. If you have any questions after you have reviewed the link above, please feel free to contact Lisa Donahue at the Department of Planning and Community Development (978- 619-5685). We look forward to working with you as you obtain your permit. Unpermitted A-Frame Sign Notice You are receiving this notice because your current A-frame sign has not been permitted and has been removed by the City. In order to get your sign permitted, you will need to submit an application to the Salem Redevelopment Authority (SRA) and its Design Review Board (DRB). All the information you need to know about the sign permit process for A-frame signs can be found at: http://www.salem.com/Paces/SalemMA DPCD/sigrnpermit In the "Portable (A-Frame) Signs" box, there are two important links. • The first link is to the three-page ordinance. Please read the ordinance to understand the specific requirements. • The second link will open a new page that provides an overview of the application process. Because you are located within the Urban Renewal Area, you need to follow the SRA and DRB process. Click on the last link on the page to see step- by-step instructions. Once you have submitted a complete application, the DRB will review it at its next meeting and make a recommendation to the SRA. You are required to attend the DRB meeting but not the SRA meeting. DRB meetings are at 6:OOPM in the City Hall Annex located at 120 Washington Street. Below.are the DRB submittal deadlines for the next three months: Submittal Deadline Meeting Date April 13, 2012 April 25, 2012 May 11, 2012 May 23, 2012 June 15, 2012 June 27, 2012 The SRA typically meets two weeks after the DRB on the second Wednesday of the month. After the SRA approves the application, a sign permit will be issued and you can use the sign. Note: If you are located outside the Urban Renewal Area, the application requirements are the same. However, we need only one copy and you do not need to attend any meetings. If you have any questions after you have reviewed the link above, please feel free to contact Lisa Donahue at the Department of Planning and Community Development (978- 619-5685). We look forward to working with you as you obtain your permit. Unpermitted A-Frame Sign Notice You are receiving this notice because your current A-frame sign has not been permitted and has been removed by the City. In order to get your sign permitted, you will need to submit an application to the Salem Redevelopment Authority (SRA) and its Design Review Board (DRB). All the information you need to know about the sign permit process for A-frame signs can be found at: http://www.salem.com/Paees/SalemMA DPCD/signpermit In the "Portable (A-Frame) Signs" box, there are two important links. • The first link is to the three-page ordinance. Please read the ordinance to understand the specific requirements. • The second link will open a new page that provides an overview of the application process. Because you are located within the Urban Renewal Area, you need to follow the SRA and DRB process. Click on the last link on the page to see step- by-step instructions. Once you have submitted a complete application, the DRB will review it at its next meeting and make a recommendation to the SRA. You are required to attend the DRB meeting but not the SRA meeting. DRB meetings are at 6:OOPM in the City Hall Annex located at 120 Washington Street. Below are the DRB submittal deadlines for the next three months: Submittal Deadline Meeting Date April 13, 2012 April 25, 2012 May 11, 2012 May 23, 2012 June 15, 2012 June 27, 2012 The SRA typically meets two weeks after the DRB on the second Wednesday of the month. After the SRA approves the application, a sign permit will be issued and you can use the sign. Note: If you are located outside the Urban Renewal Area, the application requirements are the same. However, we need only one copy and you do not need to attend any meetings. If you have any questions after you have reviewed the link above, please feel free to contact Lisa Donahue at the Department of Planning and Community Development (978- 619-5685). We look forward to working with you as you obtain your permit. Unpermitted A-Frame Sign Notice You are receiving this notice because your current A-frame sign has not been permitted and has been removed by the City. In order to get your sign permitted, you will need to submit an application to the Salem Redevelopment Authority (SRA) and its Design Review Board (DRB). All the information you need to know about the sign permit process for A-frame signs can be found at: http://wtvw.salem.com/Paces/SalemMA DPCD/signpermit In the "Portable (A-Frame) Signs" box, there are two important links. • The first link is to the three-page ordinance. Please read the ordinance to understand the specific requirements. • The second link will open a new page that provides an overview of the application process. Because you are located within the Urban Renewal Area, you need to follow the SRA and DRB process. Click on the last link on the page to see step- by-step instructions. Once you have submitted a complete application, the DRB will review it at its next meeting and make a recommendation to the SRA. You are required to attend the DRB meeting but not the SRA meeting. DRB meetings are at 6:OOPM in the City Hall Annex located at 120 Washington Street. Below are the DRB submittal deadlines for the next three months: Submittal Deadline Meeting Date April 13, 2012 April 25, 2012 May 11, 2012 May 23, 2012 June 15, 2012 June 27, 2012 The SRA typically meets two weeks after the DRB on the second Wednesday of the month. After the SRA approves the application, a sign permit will be issued and you can use the sign. Note: If you are located outside the Urban Renewal Area, the application requirements are the same. However, we need only one copy and you do not need to attend any meetings. If you have any questions after you have reviewed the link above, please feel free to contact Lisa Donahue at the Department of Planning and Community Development (978- 619-5685). We look forward to working with you as you obtain your permit. Unpermitted A-Frame Sign Notice You are receiving this notice because your current A-frame sign has not been permitted and has been removed by the City. In order to get your sign permitted, you will need to submit an application to the Salem Redevelopment Authority (SRA) and its Design Review Board (DRB). All the information you need to know about the sign permit process for A-frame signs can be found at: http://www.salem.com/Pat,es/SalemMA DPCD/signpermit In the "Portable (A-Frame) Signs"box, there are two important links. • The first link is to the three-page ordinance. Please read the ordinance to understand the specific requirements. • The second link will open a new page that provides an overview of the application process. Because you are located within the Urban Renewal Area, you need to follow the SRA and DRB process. Click on the last link on the page to see step- by-step instructions. Once you have submitted a complete application, the DRB will review it at its next meeting and make a recommendation to the SRA. You are required to attend the DRB meeting but not the SRA meeting. DRB meetings are at 6:OOPM in the City Hall Annex located at 120 Washington Street. Below are the DRB submittal deadlines for the next three months: Submittal Deadline Meeting Date April 13, 2012 April 25, 2012 May 11, 2012 May 23, 2012 June 15, 2012 June 27, 2012 The SRA typically meets two weeks after the DRB on the second Wednesday of the month. After the SRA approves the application, a sign permit will be issued and you can use the sign. Note: If you are located outside the Urban Renewal Area, the application requirements are the same. However, we need only one copy and you do not need to attend any meetings. If you have any questions after you have reviewed the link above, please feet free to contact Lisa Donahue at the Department of Planning and Community Development (978- 619-5685). We look forward to working with you as you obtain your permit. Unpermitted A-Frame Sign Notice You are receiving this notice because your current A-frame sign has not been permitted and has been removed by the City. In order to get your sign permitted, you will need to submit an application to the Salem Redevelopment Authority (SRA) and its Design Review Board (DRB). All the information you need to know about the sign permit process for A-frame signs can be found at: http://www.salem.com/Panes/SalemMA DPCD/signpermit In the "Portable (A-Frame) Signs" box, there are two important links. • The first link is to the three-page ordinance. Please read the ordinance to understand the specific requirements. • The second link will open a new page that provides an overview of the application process. Because you are located within the Urban Renewal Area, you need to follow the SRA and DRB process. Click on the last link on the page to see step- by-step instructions. Once you have submitted a complete application, the DRB will review it at its next meeting and make a recommendation to the SRA. You are required to attend the DRB meeting but not the SRA meeting. DRB meetings are at 6:OOPM in the City Hall Annex located at 120 Washington Street. Below are the DRB submittal deadlines for the next three months: Submittal Deadline Meeting Date April 13, 2012 April 25, 2012 May 11, 2012 May 23, 2012 June 15, 2012 June 27, 2012 The SRA typically meets two weeks after the DRB on the second Wednesday of the month. After the SRA approves the application, a sign permit will be issued and you can use the sign. Note: If you are located outside the Urban Renewal Area, the application requirements are the same. However, we need only one copy and you do not need to attend any meetings. If you have any questions after you have reviewed the link above, please feel free to contact Lisa Donahue at the Department of Planning and Community Development (978- 619-5685). We look forward to working with you as you obtain your permit. Unpermitted A-Frame Sign Notice You are receiving this notice because your current A-frame sign has not been permitted and has been removed by the City. In order to get your sign permitted, you will need to submit an application to the Salem Redevelopment Authority (SRA) and its Design Review Board (DRB). All the information you need to know about the sign permit process for A-frame signs can be found at: http://www.salem.com/Pages/SatemMA DPCD/signpermit In the "Portable (A-Frame) Signs" box, there are two important links. • The first link is to the three-page ordinance. Please read the ordinance to understand the specific requirements. • The second link will open a new page that provides an overview of the application process. Because you are located within the Urban Renewal Area, you need to follow the SRA and DRB process. Click on the last link on the page to see step- by-step instructions. Once you have submitted a complete application, the DRB will review it at its next meeting and make a recommendation to the SRA. You are required to attend the DRB meeting but not the SRA meeting. DRB meetings are at 6:OOPM in the City Hall Annex located at 120 Washington Street. Below are the DRB submittal deadlines for the next three months: Submittal Deadline Meeting Date April 13, 2012 April 25, 2012 May 11, 2012 May 23, 2012 June 15, 2012 June 27, 2012 The SRA typically meets two weeks after the DRB on the second Wednesday of the month. After the SRA approves the application, a sign permit will be issued and you can use the sign. Note: If you are located outside the Urban Renewal Area, the application requirements are the same. However, we need only one copy and you do not need to attend any meetings. If you have any questions after you have reviewed the link above, please feel tree to contact Lisa Donahue at the Department of Planning and Community Development (978- 619-5685). We look forward to working with you as you obtain your permit. Unpermitted A-Frame Sign Notice You are receiving this notice because your current A-frame sign has not been permitted and has been removed by the City. In order to get your sign permitted, you will need to submit an application to the Salem Redevelopment Authority (SRA) and its Design Review Board (DRB). All the information you need to know about the sign permit process for A-frame signs can be found at: http://www.salem.com/Paces/SalemMA DPCD/signpermit In the "Portable (A-Frame) Signs" box, there are two important links. • The first link is to the three-page ordinance. Please read the ordinance to understand the specific requirements. • The second link will open a new page that provides an overview of the application process. Because you are located within the Urban Renewal Area, you need to follow the SRA and DRB process. Click on the last link on the page to see step- by-step instructions. Once you have submitted a complete application, the DRB will review it at its next meeting and make a recommendation to the SRA. You are required to attend the DRB meeting but not the SRA meeting. DRB meetings are at 6:OOPM in the City Hall Annex located at 120 Washington Street. Below are the DRB submittal deadlines for the next three months: Submittal Deadline Meeting Date April 13, 2012 April 25, 2012 May 11, 2012 May 23, 2012 June 15, 2012 June 27, 2012 The SRA typically meets two weeks after the DRB on the second Wednesday of the month. After the SRA approves the application, a sign permit will be issued and you can use the sign. Note: If you are located outside the Urban Renewal Area, the application requirements are the same. However, we need only one copy and you do not need to attend any meetings. If you have any questions after you have reviewed the link above, please feel free to contact Lisa Donahue at the Department of Planning and Community Development (978- 619-5685). We look forward to working with you as you obtain your permit. Unpermitted A-Frame Sign Notice You are receiving this notice because your current A-frame sign has not been permitted and has been removed by the City. In order to get your sign permitted, you will need to submit an application to the Salem Redevelopment Authority (SRA) and its Design Review Board (DRB). All the information you need to know about the sign permit process for A-frame signs can be found at: http://www.salem.com/Pases/SalemMA DPCD/signpermit In the "Portable (A-Frame) Signs" box, there are two important links. • The first link is to the three-page ordinance. Please read the ordinance to understand the specific requirements. • The second link will open a new page that provides an overview of the application process. Because you are located within the Urban Renewal Area, you need to follow the SRA and DRB process. Click on the last link on the page to see step- by-step instructions. Once you have submitted a complete application, the DRB will review it at its next meeting and make a recommendation to the SRA. You are required to attend the DRB meeting but not the SRA meeting. DRB meetings are at 6:OOPM in the City Hall Annex located at 120 Washington Street. Below are the DRB submittal deadlines for the next three months: Submittal Deadline Meeting Date April 13, 2012 April 25, 2012 May 11, 2012 May 23, 2012 June 15, 2012 June 27, 2012 The SRA typically meets two weeks after the DRB on the second Wednesday of the month. After the SRA approves the application, a sign permit will be issued and you can use the sign. Note: If you are located outside the Urban Renewal Area, the application requirements are the same. However, we need only one copy and you do not need to attend any meetings. If you have any questions after you have reviewed the link above, please feel free to contact Lisa Donahue at the Department of Planning and Community Development(978- 619-5685). We look forward to working with you as you obtain your permit. Unpermitted A-Frame Sign Notice You are receiving this notice because your current A-frame sign has not been permitted and has been removed by the City. In order to get your sign permitted, you will need to submit an application to the Salem Redevelopment Authority (SRA) and its Design Review Board (DRB). All the information you need to know about the sign permit process for A-frame signs can be found at: http://www.salem.com/Panes/SalemMA DPCD/signpermit In the "Portable (A-Frame) Signs" box, there are two important links. • The first link is to the three-page ordinance. Please read the ordinance to understand the specific requirements. • The second link will open a new page that provides an overview of the application process. Because you are located within the Urban Renewal Area, you need to follow the SRA and DRB process. Click on the last link on the page to see step- by-step instructions. Once you have submitted a complete application, the DRB will review it at its next meeting and make a recommendation to the SRA. You are required to attend the DRB meeting but not the SRA meeting. DRB meetings are at 6:OOPM in the City Hall Annex located at 120 Washington Street. Below are the DRB submittal deadlines for the next three months: Submittal Deadline Meeting Date April 13, 2012 April 25, 2012 May 11, 2012 May 23, 2012 June 15, 2012 June 27, 2012 The SRA typically meets two weeks after the DRB on the second Wednesday of the month. After the SRA approves the application, a sign permit will be issued and you can use the sign. Note: If you are located outside the Urban Renewal Area, the application requirements are the same. However, we need only one copy and you do not need to attend any meetings. If you have any questions after you have reviewed the link above, please feel free to contact Lisa Donahue at the Department of Planning and Community Development (978- 619-5685). We look forward to working with you as you obtain your permit. t CONSTRUCTION CONTROL AFFIDAVIT To: Building Inspector City of Salem Building Department From: ROOME& GUARRACINO LLC Consulting Structural Engineers 48 Grove Street Somerville, MA 02144 Date: June 9,2010 Re: F14.4_Canal=Street;-Salem,_MAv Project: 144 Canal Street Salem, MA In accordance with Section 116.0 of the Massachusetts State Building Code 1, Carmine Guarracino, P.E., Massachusetts Registration Number 40104 being a registered Structural Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Entire Project: Architectural_ Structural X Mechanical Fire Protection_ Electrical_ Other(specify) for the above named project and that,to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed project. I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.2: 1. Review,for conformance to the design concept,shop drawings,samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approve of quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine in general if the work is being performed in a manner consistent with the construction documents. I shall submit periodically progress reports,together with pertinent comments to the Building Department. Upon completion of the work I shall submit a final report and Affidavit as to the satisfactory completion and readiness of the project for occupancy. � � CARIWftdE Ga GUARRACINO ' STRUCTURAL °1 Si e � No,40104 seal o{ � F9atoroA�e+°AI" ArtliRch M RW�a,VheWg and Oesgn pf WNk aM PMata BWNinpa 16 Crystal Street, Melrose, MA 02176 781-662-3498 (fax)781-662-8389 July 1,2010 Mr. Tomas St. Pierre Building Department 120 Washington St.,3rd Floor Salem,Ma Re: 144 Canal Street Dear Mr. St.Pierre, In early June we submitted plans for the renovation of the former Jeffrey's Building into rental space. On June 11th we got a letter from Tom McGrath requesting additional information, a letter to which we are currently formulating a response with the requested information. Our client has received in the mail the original building application and check for the project. The fact that the proposed tenant has withdrawn from the project does not,we believe, negate the application. My client intends to proceed with the renovation as proposed,developing the 2"d floor as rentable space for lease to a yet unknown tenant. To that end we will return to you the application and check so that we can proceed with the process as originally intended. Sin r y, an DiLullo c.Anthony Gattineri PARKING SUMMARY - EXISTING - PROPOSED a e USE ZONING REO. #REG'D BY ZONING COMMENTS F FAMILY DOLLAR(9,180 SF) I SPACE/150 SF(E%CL STOR) 52 7,736 SF!L056 STORAGE p Lift CAESAR(1,000 SF) I SPACE/2 EMPLOYEES 6 NO SEATING-4 EMPLOYEES PLUS 2 DELIVERY CARS U i I PER 4 SEATS O HERTZ CAR RENTAL(1,500 SF) I SPACE/150 SF 10 6EDLINER CO.(1,500 SF) I SPACE/1,000 SF 3 Q '1Jp SPACE/2 EMPLOYEES SPACE/CO. CAR Q C F AUTO GLASS CO. (800 SF) I SPACE/1000 SF 8 J i �0 I SPACE 2 EMPLOYEES -.1 £! I SPACE/CO. CAR J C G a _ AUTO DETAILER(500 SF) 1 SPACE/ 2 2 EMPLOYEES M ^0 i SPACE/2 EMPLL OYEES SPACE/CO. CPR _ VACANT SPACE(18,000 SF) 50%, SPACE/150 SF 60 •''y)9 -,A 50%®I SPACE/I000SF 9 - '. J ENTERPRISE CAR RENTAL 1,150 SF I SPACE/ ISO SF 8 "J VACANT'TCE BLDG"$PACE SPACE/ 150 SF 8 TOTPL$PPCES REOUIREO 166 TOTAL ON SITE 172 tite/ it {ni Y J \} Ay ROTA i i - �x m_ E w 0 ix e Lu jo '� .� t t L, F.vwaoo�Lwk e t CL t wIS EL � _ � � t� I F 1t � �1 _ an 1 � l�J w .1I� Certificate No: 586-10 Building Permit No.: 586-10 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the BUSINESS located at Dwelling Type 142 CANAL STREET in the CITY OF SALEM - - -------------- ------------------------------ - ------------------ Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY LITTLE CAESARS 142 CANAL STREET This permit is granted in confomrity with the Statutes and ordinances relating thereto,and expires --------------------------------------- unless sooner suspended or revoked. Expiration Date -- - Issued On:Tue May 4,2010 ------------ a GeoTMS®2010 Des Launers Municipal Solutions,Inc. --------------------------------------------------------------"---------------- ---------------------------- t tt Page 1 of 1 Joyce Bilodeau From: Thomas Stpierre Sent: Friday, June 29, 2007 9:29 AM To: Michael Lutrzykowski Cc: Joyce Bilodeau; Sally Murtagh Subject: RE: 142 Canal Street Mike ,Joyce is out today. I will ask her to do the C/O,s on Monday. The total due to the City will be 9 x$30= $270. We,11 call you guys wwhen they are ready. Have a Great weekend. Tom From: Michael Lutrzykowski [mailto:mike@hhmorant.com] Sent: Thursday, June 28, 2007 9:19 AM To: Thomas Stpierre Subject: 142 Canal Street Tom, Here is the information that we spoke about on 6/ /07 regarding the 142 Canal Street Occupancy Permits: Unit B -ABC AutoPetailing and Mechanics Unit C- Brazusa vowing and Repair V Unit D- Line-X ✓✓ Unit E- New Angle GI ss Unit F- Salem Taxi Unit G- Northy Sho e Arc Unit H- Hertz Car ental Unit J- Line-X Unit J1- New Angle Glass Please advice me when these occupancy applications are ready and I will have the property manager Jason pick them up. Any questions please call my office. Michael Lutrzykowski H.H. Morant&Co., Inc. Architects (p) 978-744-5354 ext.23 (f) 978-740-9161 (e) mike@hhmorant.com 7/2/2007 0142 CANAL STREET 343-07 GIs#: 403 COMMONWEALTH OF MASSACHUSETTS Map: 133 (oek• -- CITY OF.SALEM Lot: 0006 rFee ry: ' _-SAI L'REPLACh —� # 343-07. BUILDING PERMIT t# "' JS-2007-000490, ost: $52,000.00 , arged: $577.00 Bala 0 ' PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Expires Use Group:` a Michael Pavao Lot Size(sq..ftJ: 153331':2 �Znnin�;,y v OH'/ieY: Snake Bite Realty LLC UUnits Gained: - App�Dant: Michael Pavao nits Lost: AT: 0142 CANAL STREET DigSafe#: ISSUED ON: 20-Oct-2006 AMENDED ON: EXPIRES ON: 20-Apr-2007 TO PEI RFORM THE FOLLOWING WORK: LI E SAFETY ALTERATIONS TENNANT SEPARATION REPAIRS POST THIS CARD SO IT IS VISIBLE FROM THE STREET E1ect:'i:. Gas PtuMIl ng _Building g imin: ILndergrouud: - wmeri!rodird:- Excavation: . Service: Meter: - Footings: - - Rough: Rough: / Rough:, (.'��'iq�j Founaahon: t'l t' Final: Final: Final. � �q Rough Frame: Fireplace/Clunmey: D.P.W. Fire Health Insulation: �„ A Meer. Final: DHouse# e: _ Trrasury: Kt /1"AfW /rater: - Al:irui - - Sewer: (Sprinklers: a THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON VIOL ION OF ANY OF ITS RULES AND REGULATIONS. 1 Signature: Fee Type: Receipt No: Date Paid: Odek No: Amount: BIUDINO REC-2007-000606 20-0ct-06 -- 9911 $577.00 4 - .. ♦ ei. � ♦ � ..- ...,rte _enr m.�..»»�mavuG.a . GeoTMS@ 2006 lies Lauriers Municipal Solutions,Inc. ell u ni, Roti 61Ia-T W S S j —� —P� 7 /`=TiL (� /7-c.-r�.�i.-� uric/.._.-�G�r t7c-G!-.=-cy L i G`//moi/-✓�.�%�''% 1� �M YS�QYEQAO CITY OF SALEM _ BUILDING PERMIT /?,,o 4; e �a/u c..y u, v;P-I 9 �' y w :+ c vP 1 /a te. ? Certificate No: 788-07 Building Permit No.: 788-07 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the BUSINESS located at - ------------------------------44-4---4-------------- Dwelling Type 0142 CANAL STREET in the CITY OF-SALEM- Address FSALEMAddress Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY NATIONAL GRID WIRELESS This permit is granted in conformity with the Statutes and ordinances relating thereto, and expires unless sooner suspended or revoked. Expiration Date - __-----4444- - -__ ___ ,--_-_--------- Issued On:Tue Sep 11,2007 ------------------ 4444 -- ------------- GeoTMS®2007 Des Lauriers Municipal Solutions,Inc. ------------------- ------------4444-- CITY OF SALEM BUILDING PERMIT Q YSQYE AQ - CITY- OF- SALEM BUILDING PERMIT .d 0142 CANAL STREET 788-07 GIS#: 403 - COMMONWEALTH OF MASSACHUSETTS Map: 33 Block: CITY OF SALEM Lot: 0006 Category: REPAIR/REPLACE " Permit# 788-07 BUILDING PERMIT Project It JS-2007-001159 Est. Cost: $120,000.00 Fee Charged: $1,320.00 Balance Due: $:00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Expires Use Group: THOMAS WALL Lot Size(sq. ft.): 153331.2 Owner: ANTHONY GATTINENI Zoning I Units Gained: Applicant: THOMAS WALL Units Lost: AT: 0142 CANAL STREET DigSafe#: ISSUED ON: 16-Mar-2007 AMENDED ON: EXPIRES ON: 1G-Aug-2007 TO PERFORM THE FOLLOWING WORK. INSTALL 21X64 PRECAST BUILDING PER BOA APPROVAL POST THIS CARD SO IT IS VISIBLE FROM THE STREET , Electric Gas Plumbic Building Underground: Underground: Underground: Excavation- Rough: �J Rough: 'tough: Foundation: VQ Final: 12/l ;7/// Final: Final: - Rough Emc ra (/ Fireplace/Chinmey: D.P.W. Fire Health Insulalio Meter: Oil: r /� House k SFinal: �a�ctX �• )i Trea u y: Water. r .c Sewer. Sprinklers: - THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON OLATION OF ANY OF ITS RULES AND REGULATIONS. ,• Signator . ..� . 1 I' Fee Type: Receipt No: Dale Paid: Check No: V Amount! BUILDING REG2007-001435 16-Mar-07 3873 S1.320.0n 1 to man: Aft inspection is B0001Rr^� upOn completion of work,PIG 44' 745-9595 Ext.385 Geo 1'MS®2007 Des Lauriers Municipal Solutions.Inc. 1 — TOP POST W/I E THICK FINISH SCHEDULE 7inflo. CONCRETE ® CENTER � .LAVER EXPOSED EDGEFINISH NOTES:OF STEEL POSTI. ALL KITCHEN WALL FINISHES ARE TYPEWITHA4'VINYLCOVEBASEUNLESSNOTEbOTHERWISE. ��2. ALL LOBBY WALL FINISH ARE TYPE©TO V-10"A.F.F.m ro" STEEL DIAMETER CONCRETE WITH GYP.BD.PAINTED Pt FROM 6'-10'A.F..F TO CEILING sg FILLED POST, PAINT YELLOW UNLESS NOTED OTHER I E.(SEE ELEVATIONS SHT.2) S��dN$w 3. ALL RESTROOM WALL FINISHES ARE TYPE ® yaFg„2E w " UNLESS NOTED OTHERWISE. < S�~s!Ewwu H 1 w Z FINISH GRADE w� Mo « I � _ 1 FLOORING REEARB ARE< W 'a� _� • *4 LENGTH F1 KITCHEN: VINYL COMPOSITE TILE I2"x12"x1/8",ARMSTRONG, ti ua wgei�x T ��I W960-m pl -` lllll T�[ IW 1W IMPERIAL TEXTURE,51911,CLASSIC WHITE. idL CONTACT:www.armstrongfloors.com 800-233-3823 _- - ALTERNATE: AZROCK,CORTINA COLORS,V-862,CLOUD WHITE. K1 - --- CONTACT: www.azrock.com 800-366-2699 9 -= 24" DIA. CONC.FTG. F2 LOBBY: VINYL COMPOSITE TILE[LOBBY]24'x24'CHECKERBOARD PATTERN 7;;iX X ON 45*%%ANGLE,12'x12',ARMSTRONG,EXCELON 9 I: FIT- _ COMPANION SQUARE,51973 MONO WHITE&51970 MONO BLACK n 1)1 W ]I_I _ ` W/FEATURE TILE,56823,YELLOW II. , 9 __ - CONTACT:www.armstrongflDors.com 800-233-3823 - 11 11=4II WALL BASE: PROVIDE 4'VINYL COVE BASE,JOHNSONITE,40 BLACK EXISTING 2'-0" BOLLARD DETAIL FOR ALL WALLS EXCEPT CERAMIC TILE 8WALL. 0 916 SCALE 1/2"•1'-0" t W I CONTACT: www.johnsonite.com 800-899-8916 3 EXISTING UPGRADE FLOORING oC RESTROOI'1 saa000 -I F3 KITCHEN: 6"x6"x1/2"QUARRY TILE WITH 5"x6"1/2"COVED TOP BASE, AMERICAN OLEAN, QUARRY NATURALS,N46 SHADOW GRAY, WW¢ co L 3/8"GROUT JOINTS,BOSTIK,HYDROMENT,H144 MISTY GRAY. oc O D y �.aoo-� to.ns �50 CONTACT: www.aofie.com GOO O U ® M"V,"m BY CONTACT: www.bos8k.com 800-726-7845 4G II ALTERNATE: DALTILE,QUARRY TEXTURES,0703 ASHEN GRAY. -M375A-24.750 14.a7s� .- GROUT W/MAPEI,27 SILVER. __ TOP VIEW CONTACT: www.daltile.com 800-933-8453 000�--y�t.7so O ---- o --- o EXISTING �' 4 I I F4 KITCHEN: OLID SHEET VINYL FLOOR W!CONTINUOUS BASE(MINA"HIGH) • O RESTROOM WI MIN.3/8'COVE W/CONTINUOUS SOLID BACKER ROD, �, MANNINGTON Aoppm SSURANCE II 16301 so--{ 630 GLACIERI co l�l CONTACT: www.mannington.com 800.241-2262 EXISTING — o FS LOBBY: CREATE 24'x24"CHECKERBOARD PATTERN ON 45'ANGLE O w N VSI12 BLACK"GRANITE&VS02 WHITE GRANITE,3/16"GROUT JOINTS, 0 BOSTIK,HYDROMENT,H144 MISTY GRAY. NEW ' x 4' L NY-IN CEILING - 4s. so TILE 4 GRI • V- " AFF.-C1 CONTACT: www.bostik.com 800-933-8453 I'-0" A r .�s° CONTACT: www.bostik.com 800-726-7845 ALTERNATE. STONEPEAK CERAMICS INC.,_ NEW BASICS, WAL L -,E__ -- -- it ---- ---- W/EXI EXISTING WALL t. 27 2 2 #USM 1212016 FROST MATTE& #USM 1212020 QUARTZ MATTE, z - "-- -- ---' --^-- o o o e. 3/16"GROUT JOINTS,HYDROMENT,H144 MISTYGRAY. CONTACT: www.stonepeakceramics.com 312-506-2800ull t4.25o--� CONTACT: www.bostik.com 800-726-7845 FRONT VIEW SIDE VIEW V WALLS READY ACCESS BUMP OUT 10 PICK-UP WINDOW � _ o www.read -acres .com Y ©1 6"x 6"CERAMIC WALL TILE,FLORIDA TILE,BRIGHT GLAZE,1 WHITE& -- SCALE:1/2"=1'-0' (800)621-5045 5 BLACK,GROUT W/BOSTIK,HYDROMENT,H144 MISTY GRAY. - o CONTACT: www.floridaUle.com 800-352-8453 QD SECURE STAINLESS STEEL CAP CONTACT: www.bostik.com 800.726-7845 O 3 TO WALL WITH SILICONE CAULK ALTERNATES: DALTILE S MI 1 ISI E GLOSS 1 I 9 -0 -9 4 000 WHITE 8 K111 BLACK. n GROUT W/MAPEI 27 SILVER. M I LU !� �` FRP WALL FINISH ON I/2 GYP. BD. CONTACT: www.daltile.com 800-933-8453 � ® � --- - - --- ON 3 1/2" FRAMING IV 16" O.G. - TYP• CONTACT: www.mapei.com 800426-2734 0 0 0 -- w II - ' -J[ AMERICAN OLEAN,BRIG ' I II .. 9 I I ': . '...:....:•:•..:- „':..,,::,..:. ; . POLAR LOSSBLA ._- A HT,OS 49 G CK ..a GROUT W/MAPEI,27 it 4 CONTACT: www.aotile.com SILVER. M L CONTACT: www.mapei.com 800-426.2734 v �I - rn WALL BASE: PROVIDE 4"h "w AN ITARY Ibl COVE BASE -Illi III FLORIDA TILE,BRIGHT,S-3419-5 BLACK, TL OF VEN D i.. GROUT W/BOSTIK, HYDROMENT,H144 MISTY GRAY. CONTACT: www.floridatile.com 800-352-8453 COOLER FLOOR CONTACT: www.bostik.com 800.726-7845 FINISH W/F3 \ CERAMIC TILE ON THIN SET ALTERNATE: DALTILE,SANITARY COVE BASE,K111 BLACK. cc ADHESIVE ON 1/2” GYP. BD. GROUT W/MAPEI,27 SILVER. CONTACT: www.dallile.com 800-933-8453 F o KITCHEN FLOOR-FMISH F1 --- _- - -- —STAINLESS STEEL END CAP CONTACT: www.mapei.com 800-426-2734 Q > _- - - o o ° ' S.S. ENL) GAP SECTION ® FIBERGLASS REINFORCED POLYESTER PANEL[FRP],GLASBORD, 85 WHITE O = I -0 EMBOSSED,CLASS C. O SCALE 3 tt " CONTACT: www.cranecomposttes.com 800-435-0080 i Qt ® FIBERGLASS REINFORCED POLYESTER PANEL[FRP],MATREX ST, 1130 ' -- - - - - - - - F24NWIDE OVERHEAD PALLET COTTON WHITE r AFF. (SEE DTL.THIS SHEET) 9'e" THREADED ROD HUNG FSTRUCTURE CONTACT: www.cranecomposites.com 800-435-0080 N - -- - - --- --- - -- - -- - --- T6'-0" GV — Ar 6'-0" OZ. - TYP. CEILINGS WEAC ER DRDP • 6 -10" �F. !i TLIN OF COOLER I�I C1 24"x 48"x 1/2"LAY-IN PANEL UNITED KITCHEN CEILING TILE STATES GYPSUM(USG), IEEE ETAIL SHEET M) Fi " ( ) -- -- - - - - -- - - - --- - --- --- J SHEETROCK CLIMAPLU 3270 WHITE VINYL FINISH. ❑ S. ,V -- --- -- _ ---- - - -- — " GYPSUM BOARD ON CONTACT www usg com 800-950.3839 �77- - �7 - - - PLYWOOD AT LOBBY 81DE w F2 HEADER DROP • 6'710" AFF. I I 10'-2" OF HEADER Q C2 24"x 24"x 5/8"LAY-IN PANEL,ARMSTRONG,DUNE 1774,WHITE, a 05) (SEE DETAIL. THIS SHEET) ATEGULAR EDGE DETAIL. ttHFIRE RESISTANT PLYWOOD I` w_ CONTACT: www.arrnstrong.com/ceilings 877-276.7876 'PICK-UP WINDOW-°READY-ACCESS` I ON 3 1,12* FRAMING AT 16° O.G. - TYP. , t ALTERNATE: CERTAIN TEED,CASHMERE,CM-454 WHITE W/REVEAL EDGE. (SECURE TO8TRJCBm TUREAOVE) MODELP:• 5U-F-OUT h0 CONTACT: www.certainteed.wm 800-233-8990 \ p � ALTERNATE: USG, ECLIPSE CLIMAPLUS,SLT EDGE,76775 WHITE. CONTACT: www.usg.com 800.950.3839 In W • We „ • ^ < II II' 6 m NOTE: PROVIDE MATCHING TEE GRID SYSTEM&6”BATT INSULATION "' • u e e - CONTINUOUS 3" X 3" XI8 GA ABOVE LAY IN PANELS. _ ALUMINUM EDGE ANGLE �'-4° 15'-0" PREFAB. COUNTER — — F.R.P.ON ALLEXPOSED PAINT W iSURFACES - TYP. i . P1 BENJAMIN MOORE, INTERIOR READY MIXED,I-79 ATRIUM WHITE. u . W N -acv PLYWOOD I, I �� CONTACT: www.benjaminmoore.com 800.344-0400 « = i NEW 2 x 2' L Y-IN CEILINCs C2 \ LOBBY FLOOR-FINISH W/ F2 INTERIOR. _ NOTE: USE BENJAMIN MOORE ECO SPEC EGGSHELL ENAMEL 223 FOR u u TILES 4 GRI w 10'- AFF. ❑ = m « i (SEE TILE PATTERN DETAIL THIS 8H7J ' USE BENJAMIN MOORE EGGSHELL FINISH HOUSE PAINT FOR EXTERIOR. • W = � � � w GENERAL NOTES ; = .,; = a W 2'-0" 5" Q 1. ALL WORK SHALL CONFORM TO ALL FEDERAL,STATE AND MUNICIPAL CODES O HAVING JURISDICTION OVER THIS PROJECT. I _ BLACK PLASTIC BULLNOSE TRIM B 2. CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONTRACT TO VERIFY EXISTING (SUPPLIED BY BLUELINE EQUIPMENT) ----- - - .p FIELD CONDITIONS.ALL EXISTING DIMENSIONS SHALL BE VERIFIED AND/OR I t ALTERNATE. - I IR" X I" HARDWOODGENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SAME. 0 Z 2' x 4I FL LIGHT FIXTU S I Y BULLNOSE TRIM PANTED BLACK 3. ANY VARIATIONS OF THE DRAWINGS TO BE APPROVED BY LITTLE CAESAR'S 0 Nq � ----- -- _ _-- EXISTING C . I I I MENU ENI.F I�E A1�E R `-'E GT I ON ARCHITECTURAL DEPARTMENT(313)983.6000. d) L� ---- -- - 4 GENERAL CONTRACTOR TO RECEIVE UNLOAD AND INSTALL ALL KITCHEN (v ILI -- - 2 SCALE: I�2 - 1'-0" 5. STORE LOCATION. TOR TO PROVIDE A MIO IMUM OFMONE FIRE EXTINGUISHER u t w Z nEQUIPMENT.FINISH MATERIALS AND ALL FLOOR PLAN m YELLOW TILE TO POINT TOWARDS IN COMPLINCE WITH THE LOCAL FIRE MARSHAL.LOCATION 8 QUANTITY OF Q REFL E GTE D GE I L INCA PLAN 1 " t_ e X X FIRE EXTINGUISHER(S)TO BE DETERMINED A THE FIRE N&QUANTITY (� SCALE I/4"=I'-0n SCALE /4 •I 0 FRONT COUNTER 6. PROVIDE NON COMBUSTABLE PLYWOOD BACKING IN LIEU OF GYPSUM BOARD IL] Q AS BACKING FOR WALL MOUNTED WIRE SHELVES FROM 42"A.F.F.TO 90"A.F.F. -1 CONTRACTOR TO CLEAN 4 SEAL SEE FLOOR/EQUIPMENT PLAN FOR SHELF LOCATIONS&WALL FINISH. U -1 r VCT FLOORING PER MANUFACTURER'S 1-- Q W SPECIFICATIONS AND APPLY FOUR 7. OVEN TO BE SET IN PLACE PRIOR TO INSTALLATION OF COUNTERS. �[ N t[1 r" COATS OF WAX -. _ 8. QUARRY TILE TO BE'SEALED WITH SILICONE SEALANT. • 9. WALL PARTITION KEY: O SII ARMSTRONG 56823 YELLOW 11 0 Z TYP.INTERIOR PARTITION WALL, 112'GYPSUM BOARD EACH \ ARMSTRONG " 51970 MONO BLACK SIDE OF 1 1/2'x 3 112"20 GA.METAL STUDS AT 16"O.C.WITH `SSEAEO AR(H INDICATED FINISH. '� �F.VA<F rFp ARMSTRONG 0 51913 MONO WHITE - EXISTING WALL '- N -------------- I�; 9 T N. EXISTING WALL TO BE REMOVED[SHOWN DASHED] T. HALF HEIGHT WALL [54"AFF] T nASSPcr LOBBY FLOOR TILE PATTERN 10. 0—EQUIPMENT INDICATOR ❑--- INTERIOR FINISH INDICATOR 7 J OF 2 SCALE Ii4" _ I'-•m" 11. Q INDICATES P!-IOpJF LOCATION OM FLOOR/EOI_!IPMENT PLAN. (I MENU BOARD QTY ti PAINT WALL W/® II h- 0•CWH OVER-HEAD PALLET--, II f'IQE FAB WALL PLAQUE Ll PANT HEADER W� II ILLUMINATED AWNING CENTERED OVER WINDOWQoay y wa FIS FAB VMYL GRAPHICS- 9 PRE FAB VINYL CaRAPHICS- (,_6" MATERIAL: "COOLEY BRITE' ORANGE 42119 W/SOLID aM, W ��sg __- I" ORANGE STRIPE W/ - - --- - -- -- - Do YELLOW STRIPE PLASTIC EGGCR4TE COVERED AT BOTTOMs '- � FRP WALL PANELS - STRIPE W/ 4 V4" BLACK LETTERING -- --------- - - -- 5" YELLOW STRIPE 0 --- - - -- - -- - - WITH MATERIAL $o"am. N� b�Z= BLACK PLASTIC BULLNOSE TRIM = o®( ®oo __--- BLACK PLASTIC BULLNOSE TRJM r " 6' x b" BLACK 4 WHITE CERAMIC _U 0 —__- ° t'YY a ss�� TILE M 0-ECKERBRD. PATTERN- PHONE STATION START W/FULL TILE TOP(SEE g0 as r a u o . f', FINISH SCHO.FOR GROUT SP'EC-) � fCK-UT-011FiDOV+1 W4 ��WZpWZwaW �¢ F-6y 020001-p11 HAND SINK b' X w WHITE CERAMIC TILE (SEE W --- FINISH SCHD.FOR GROUT SPEGJ V tri - - _ FOODPNOTOGR.4PHYMURAL O � �] 'IRJ �]]L� �L]5L57L�7�7J5L]�7N]LI�IJN]�L�]L�]L�]LSfJ��IIOI�; G� �' ��L� 9LL��JL�] L�7N]�9N'7L9 PICK-UP WINDOW TO (CONTINUE TILE BEIl MURAL) ITL BE READY ACCESS 0 Q f i'"t G w "t 4 ".. 9 0 a ** ' BUMP-OUT 10 BY G/C. ' 4' BLACK VINYL - - BLACK CERAMIC _ /w,. z�.. •S Op I-800-621-5045 0 COVE BAjl SE -- - - — TILE COPE BASE -- iron BOLLARD (SEE A INTERIOR WALL ELEVATION Q F� FAB FST COUNTER III DETAIL SHT. 1 ) O 2 SCALE �fe"•r-m" ,f8� INTERIOR WALL ELEVATION DIRECTIONAL ROAD SIGN 2 SCALE V1.1'-0" NOT TOIll PICK—UP WINDOW AWNING DETAIL EQUAL EQUAL SCALE 1/4 IN I'-0" 1 0_ 1200 LITTLE CAESARS STANDARD SIGN SPECIFICATION BLUELINE FINISH QUANTITY INFORMATION 0 0 0 0 i PAINT WALL Will PI LITTLE CAESAR SIGNS ARE TO BE ONLY MANUFACTURED BY LOBBYFLOORING FLOORING O O IN '-0"NG= 130SQ. FT. OVER-HEAD PALLET APPROVE LITTLE CAESAR SIGN MANUFACTURER. CONTACT BLUELINE WALK-IN COOLER = 110'-0". SQ. FT. PRE FAB WALL PLAQUE II 1-800-447-1933 OR VISIT FORUM FOR APPROVED VENDORS. 10-1-09 WALL TILE = 30'-0" LINEAR FEET PRE FAB VINYL GRAPHICS- j WALL STRIPE 100'-0" LINEAR FEET O I ORANGE STRIPE W/ 5" YELLOW STRIPE - --- — LANDING SHELF f IR711 P: BLACK PLASTIC BULLNOSE TRIM ❑ / ' "* '7 ® 91 STORAGE GRIP i e' "w ..,t" TI x IN BLACK • WHITE PATTERN- j/ j/ mo� : SIGN SQUARE FOOTAGE: w CD - TILE M GHECKER6RD.PATTERN- ELEG. PANEL "t START W/FULL TILE 40 TOP (SEECD �'^ =� SIGN OUTLINE FINISH SC 40.FOR GROUT SPEC.) - ..■ 6" X 6" WHITE CERAMIC TILE (BEE __ LANDING TABLES SIGN SQUARED OFF 9 11 z FINISH SCHD.FOR GROUT SPE-J SIGN HGT. LENGTH OUTLINE S.F. SQUARED OFF S.F. AMPS c 18" 11'-1 1/2" 13 S.F. 18 S.F. 3 O PAINT DOOR AND FRAME BLACK - FRP WALL PANELS 24" 14'-10" 23 S.F. 31 S.F. 4 -i r-. 28" 17'-3 5/8" 31 S.F. 42 S.F. 7 32" 19'-9 3/8" 40 S.F. 51 S.F. 7 1e . O BLACK CERAMIC — - - 4' BLACK VINYL 36" 22'-3" 51 S.F. 70 S.F. 7 TILE CAVE BASE COVE BASE O .040 ALUMINUM RETURN ❑❑ ❑❑ aH co INTERIOR WALL ELEVATION MATTE BLACK EXTERIOR COLOR 0000 1"JEWELITE TRIM CAP BLACK/ 17 F 1 2 SCALE 4fe"•I'-0" ACCESS PANEL ��❑❑❑ 4H I ® 00 EQUIPMENT SCHEDULE OINDICATES EQUIPMENT CALLOUT ELECTRICAL REQUIREMENTS PLUMBING REQUIREMENTS BLUELINE EQUIPMENT U.L. LISTED TRANSFORMER BOX 43 © W (800)447-1933 (248)448-6200 0000 - -- A. 120" B. 108" C. 96" D. 84' E. 72" F. 60" G.48" H. 36" J.42" K. 30" L. 24" a G VOLTS w w ? WATER DRAIN GAS FAX: (248)4424657 (RACEWAY) & PAINTED TO 4H o o �� tF CO MATCH FASCIA �-- ,t # DESCRIPTION MANUFACTURER MODEL NO. BLUELINE NO. < 3 = a o a HOT COLD DIRECT IND. BTU'S COMMENTS L.E,D. POWER SUPPLY --Q �O 4H co 1C S.S.WORK TABLE 130"x96"] DUKE MANUFACTURING CO. 314-3096-5LRC-H 008713 WITH CASTERS 3/16" PLEXIGLAS ACRYLIC FACES 51 Lu 1F S.S.WORK TABLE(30'z60'] DUKE MANUFACTURING CO. 316-3060-5RLC 008155 WITH CASTERS TRANSLUCENT __ 16 FLOOR SINK 8 53 7F - 1G S.S.WORK TABLE[30"x 481 DUKE MANUFACTURING CO. 316-304MRLC 008154 WITH CASTERS FILM BORDER BLACK-----" 10 � . WITH CASTERS - ED I 1H S.S. K L. . . ILLUM NATION - .S.WO TABLE 30'x 36 DUKE MANUFACTURING CO. 16- 0 RLC 008195 ( '] 3 336-5 FLOOR DRAIN 1G 2E S.S.LANDING TABLE[36"z 721 DUKE MANUFACTURING CO. 316-3672.5RLC 008160 WITH CASTERS .040 ALUMINUM BACKS 2G S.S.LANDING TABLE[36"x 481 DUKE MANUFACTURING CO. 316-3648.5RLC 008165 WITH CASTERS WHITE INTERIOR COLOR _ 43 4G POLYMER DUNNAGE RACK 122"x 48") METRO HP2248PD 067408 EXISTING WALL SECTION I is 26 I 54 4H POLYMER DUNNAGE RACK JWx361 METRO HP2236PD 067407 RACEWAY MOUNTED SIGN SECTION �-- 43 ?INJ o:LiJ� 4K POLYMER DUNNAGE RACK[22'x 301 METRO HP2230PD 067406 I 26 ' I�O NOTES: 1. SIGN TO BE U.L. APPROVED & LABELED. O SG POLYPROPYLENE RACK[24"z 481 METRO 02448c2 867412 2. POWER REQUIREMENTS 3 - 7 AMPS. 21 23 HUB D o 1r 5H POLYPROPYLENE RACK[24"x 361 METRO 02436G2 067413 ' � i N 3. RACEWAY TO BE PAINTED TO MATCH FASCIA. F==== I Ij OO - O1=N 45 6 DOUGH RACKS 122'x 271 LOCKWOOD RA70 ER 24 E 007490 (V 7F SUPER ERECTA WIRE RACK 124"x 601 METRO A2460NK3 067422 METROSEAL 3 FINISH �� L_ 0 ,0 0 SH f{ 7G SUPER ERECTA WIRE RACK 124'x 481 METRO A2448NK3 067411 METROSEAL 3 FINISH (1)1848NC WIRE SHELF ON GROOVE#74 P 1C Q D 4H 8 3 COMP.POT SINK W/2 DRAINBOARDS AERO MANUFACTURING CO. MF3.2116.18LR 497809 314" 3/4• 2" COMPARTMENTS 16"W X 21"L X 14'D (1)APW HEAT LAMP \� _ 9 MOP SINK[BY CONTRACTOR] FIAT[FLOOR MOUNT) MS82424 BY CONTRACTOR 314" 3/4" 3" c,a 2 112"x6'x48' 2G 55 Iii I a 10 HAND SINK KROWNE HS•2 040521 112' 112' 1 12" SG (1)1848NC WIRE SHELF I �' I--]ElON GROOVE#60 WITH WATER FILTRATION SYSTEM EVERPURE HOT WTR#HFC-10005-10 OPTIONAL c�Na (2)CC3975 POSTS 1G �� { DO 4G :f •, OPTIONAL O C�O SSS} ijf 11 GAS WATER HEATER RVNNAIURE CR94SWTR#0L3-4C85 BY CONTRACTOR 79 120 1 314- TANK-LESS (1)1848NC WIRE SHELF 6G 7F II ISI I', 4H tt `\ REST ON S.S.TOP fj 6 {I 12 REACH-IN SODA COOLER TRUE MANUFACTURING GDM-45 BY LOCAL BOTTLER 10.2 1224 12 120 1 X NEMA S-15P • N� `--ON GROOVE SHELFOST � � o� i 3j W Y1 - 12N REACH-IN SODA COOLER TRUE MANUFACTURING GOM•12 BY LOCAL BOTTLER 5.0 600 1/5 120 1 X NEMA 5-15P f4c�`f 10 - ------ ij ` i s v g jf z on ,r. M 13 CASH REGISTER SHARP ER330 272397 0.32 38 120 1 X ISOLATED GROUNDto (1)1848 WIRE GRID I - --- J ', - - W � err 14 ILLUM.MENU PANEL[2'-2'x12'-0"] NATIONAL SIGN HOT-N-READY 045796 2.55 306 120 1 X mN (1)3048FS FLAT SHELF ---- ---- ! � d •- o " '•' 2E ' ON GROOVE#31 - SG S W Z 15 GAS CONVEYOR OVEN[2 DECK] BOFI XLT-3270•TS 738700 SPLIT BELT 10 1200 � 120 1 X 380,000 10 AMPS 8 190,000 BTUH PER DECK •" 6 1 41 s ;n ^ w 16 CANOPY HOOD SYSTEM 2 DEC HALTON 2 DECK 697100 HIGH HEATED SUPPLY FAN rim O GR003048NVE WIRE SHELF --.-. -----... I i i < [ DECK) _ ONGROOVE#17 -- - - - - - - - --- - -- --- FAN[XLT-3270•TS] ACCUREX XRUB-141-5 899115 9.8 1760 12 120 1 X INTERLOCK W/MAKE-UP AIR �"� N (2)33UP CUT 3b 15/16"POSTS �i, 29 6 ; • Mo - EXHAUST W V EXHAUST FAN ROOF CURB[XLT•3270•TS] VENT TECH INC. LCE 699116 ORDER PER ROOF TYPE&CODE (1)3048NC WIRE SHELF _- -- - - ! ^ •• - - um - < r o = U - ---_ -- - _ -- ON GROOVE#3 - - TEMPERED SUPPLY FAN(XLT•3270•TS] AAON RM-A05 699133 29 8640 1.0 208/240 3 X 180,000 HIGH HEAT •-Iv Z_ __ ________-�__ Q v G LL W w � �—(2)SM 8(2)5M6 CASTERS n FAN ROOF CURB[XLT-3270-TS] AAON K00068 699210 ORDER PER ROOF TWE&CODE \ / I I 4H +•�❑ ❑ i N y i O BREAD STATION - (52G) I I 0000❑ 17 MIXER SYMPAK I STEPHEN VCM-44A/1 007402 27 9108 7.5 208/240 3 X PROVIDE NON FUSED DISCONNECT 13 1 H 12N 33 2G 14 33 18 FREEZER ARTICAIR F22CW 007453 5.5 660 1/3 120 i X 22 CUBIC FEET SCALE 1/2" =1' 0" I I aH ❑ ❑❑ 21 PIZZA RETARDER[95']WISPEEDRAIL RANDELL 8395N 007190 12 1440 1/2 120 1 X NEMA 5-15P •f "^. * 1 k / Y ' r I I -�❑ Z 23 SHEETER ANETS SDR-42 007338 9 1656 314 120 1 X -"°0 i1i„ � «'-" - M �•� ' 1✓ •-{ry��° ° i ♦� '-S „`Et` t .`r 4 k 1 1t°:: II I 4H ❑❑❑❑❑ cc t 'C Y r L. 24 UNDER COUNTER SAFE BLUEDOT SAFES 009321 NEED 9V BATTERY +r S +�--j: � s4 , y�'�� . Ii � •�� I '„ ___- ❑0000 �� ,pry r t 25G PHONE STATION[24'x 48"VSOLID SHELF METRO 2448FS/A2448BR-33P 067417 700 120 1 X - SUPER ERECTA CHROME fiC" 1 �� v .1r, ,, , -rr-; 4H ❑ ❑ �J!!�R}IAA� r "" nP a. f 26 HOT S READY DOUBLE RACK LOCKWOOD RA65-RR42-LC 007495 Tu vL°�"'^ 1 y 24 13 13 37 13 ❑L10 N _ �T• 29 TIME CLOCK[AUTOMATIC] BLUELINE 007009 20 120 1 X t l 1} """` '"""'"`""' �•-• � 4H [lull ❑ Q +c r J N- y� E 33 HEATED HOLDING CABINET CRES COR H138NPS30CLCM 094002 (FRIGHT HINGE) 16 1920 120 1 X NEMA L5-20P I : • fI YYY 4 4H 0000 U Q 37 15'-0"FRONT COUNTER PAN OSTON LCE 009921 •"''"�"' r••- ,.'' M lu .v - 42 CUSTOMER WAITING CHAIR SAMSONITE ELITE 36-088 BLACK 952263 MOLDED SLED BASE STACK CHAIR l '[Yg 1 ' j Q Bl^. ❑ ❑ _j Q ' � V 43 SINGLE WALL SHELVING UNIT[78'X46'] METRO 067409 a' - ) j !! �"-� f'� .L ; 3 3 ! 4H 0000 {ILI 0 45 T-9'x 15'-5"WALK-IN COOLER IMPERIAL LCE 348602 25 5904 1.5 208240 3 X 3/4" EVAPORATOR&COMPRESSOR t% � o �rM'> w •' j. }w�•4 'ax' TVV I. 0111,11101 -1 0 a 1Q r (2)WALK-IN COOLER LIGHT 100 120 1 X -L.•- M•�'- • ti.-.. ..r. +wA 4H 0000❑ ♦'� 47 5.25'x T-O"STAINLESS STEEL END CAP PAN OSTEN LCE 330222 r :u ...«•""'r~ U 42 42 42 12 I 51 DOUGH ROUNDER AM MANUFACTURING ROUND O MATIC R90ORT 008690 15 2880 1 120 1 X AVAILABLE IN 3 PHASE ,:r ll Y. (' - I 4H ❑ ❑ �°\SZEREO ggOH' , 52G 48'BREAD STATION METRO SUPER ERECTA CHROME 067405 '{:yn ' , . I ❑❑ ❑❑ ,tk,�'�.`F'vn�FwT tFCT WITH HEAT LAMPS&30'SOLID SHELF APW WYOTT FD-48 699312 6.6 800 120 1 % ONE CIRCUIT Q 800W EA REO'D ( .3}^ ,qx"' .,•_:, NO 7 - I . o .359 53 DISHWASHING STATION STORAGE GRID METRO 067400 30'x 36'W/ACCESSORIES _ — ! 54 SHEETER/PREP STATIONS STORAGE GRID METRO 067401 30"x 48"W/ACCESSORIES r " ...� s 55 RETARDER STATION STORAGE GRID METRO 067404 30'x 48'W/ACCESSORIES •�.,. w • „� t, r' EQUIPMENT PLAN T MpSs 56G 48'LANDING STATION SHELF&GRID METRO 067402 30•x48"W/ACCESSORIES LOBBY TRADE DRESS IMAGE SCALE 1/411.1'-roll 2 OF 2 Certificate No: 533-09 Building Permit No.: 533-09 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the BUSINESS located at Dwelling Type 142 CANAL STREET in the CITY OF SALEM - - - - ----------------------- Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY OCCUPANCY PERMIT FOR (DOLLAR STORE) This permit is granted in conformity with the Statutes and ordinances relating thereto, and expires --- _ -_------------ -------------------------------------unless sooner suspended or revoked. Expiration Date Issued On:Thu Jul 30,2009 ---------------------- - -- - - -- - - - - ----------------- GeoTMSO 2009 Des Lauriers Municipal Solutions,Inc. -----------'--- Now 3 ~ Q• YSOVE AO CITY OF SALEM BUILDING PERMIT 142 CANAL STREET 533-09 GIs# -ql "t.(+c 403 COMMONWEALTH OF MASSACHUSETTS Map " 33 a" CITY OF SALEM Lot V- " 0006 Category: New Building Peanut# 533-09 caP� BUILDING PERMIT Project# ` 7S-2009-000953' _ Est Cost.7, $535,000.00 Fee Chaiged $5,655.00 �& a Balance Due: ) $.00 PERMISSION IS HEREBY GRANTED TO: Const. Class:, 't ` ` •.,V- .. �"°.. Contractor: License: Expires Use Groli ,A " ,, z- Peter Varone CONSTRUCTIO SUPERVISOR-97667 Lot Size(sq11 'ft) 153331.251" Zonlngv " �` - .,,M„ Owner: Snake Bite Realty LLC .:; fI `. 1 s Units Ganned:�' k*K4'4 [, Tjy I'" Applicant: Peter Varone Units Lost: " ' T 142 CANAL STREET Dig Safe ISSUED ON. 22-Jan-2009 AMENDED ON. EXPIRES ON: '22-Jinn-2009 TO PERFORM THE FOLLOWING WORK ERECT METAL BUILDING(BUILDING ONLY)FOUNDATION PERMIT#427-09 jhb POST THIS CARD SO IT IS VISIBLE FROM THE STREET Electric Gas Plumbing Building Underground3-,,?-`/'-c � nderground: Underground: Excavation: Service: y,.�V �r(� e[e � � � Footings: / L Rough: ti �,� _ . cy yv Rough: �� lt/t�,l%P' RoughFoundation: Final: / Final:G� \r 'Ii/�L- Rough Frame: Fireplace/Chimney: D.P.W. Fire Health Insulation: Meter: Oil: Final: House# Smoke: - Treasury: Water: Alarm: A$$¢$$Or Sewer: Sprinklers: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPO IOLATION OF ANY OF ITS RULES AND REGULATIONS. ".a Signatur Fee Type: Receipt No: Date Paid; Check No: Amount: RHC-2009-001097 22-Jan-09 2612 $5,655.00 YM6�r®xem® �®me X :Ar, tnb'?ec+l n is g owl wf:n WC61 Y06flon or!%af�t) 04;4'.x( nn9K r " �� n 74W95IE49W � C.,34. aor:;Permit to UCCUM Vol - �,CONINT rscre ao CITY OF SALEM BUILDING PERMIT Ki►uA:# ww�;�„�'” >z,x > <' ..s�,:,'.H .yme..• gd ua 'M�4+,�4' .: ....h,®:.t�'i.,'t...F.,"�.:•'� .�,r.:::. +v..,."�ey CITY OF SALEM ROUTING SLIP New Construction _ Certificate of Occupancy_ LOCATION DA I'E C7 !ASSESSORS _ �. 93'Washiogton 5t. r X RK DATE 93 Waghington St. S V / DATE 120 Washington St. WATER DATE 7,9 120 Washin on S CROSS CONNE A'I E 5 Jefferson Ave PLANNING.8"A )11,) L4DATE -l-j3ojQ j 120 Washington St. ��GONAJL�ON DATE 120 Washington St. ELECTRICAL DATEs2 48 Lafayette (/L FIRE PREVENTION dC DATE T ip. 29 Fort Avenue X Fid#L _ ATE A--,-- __1:2�ington St. (;Z� BUILDING INSPECTOR DATE i 120 Washington St. +lNsF 't-'Y `._._- _..++_>.. HOC v Qd� i G'�ePtTAcr, Aft ' � S gush PIaM '{rom IM KI l lc� co ') 3r ft DflVG IKNO�TON t 9 Certificate No: 695-08 " Building Permit No.: 695-08 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the BUSINESS located at Dwelling Type 142 CANAL STREET in the CITY OF SALEM -- ---------------------------------------------- - - --------------------------------- Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY 142 CANAL STREET UNIT 0 This permit is granted in conformity with the Statutes and ordinances relating thereto,and expires unless sooner suspended or revoked. Expiration Date _..................... .. .._----- '------- -- -- - - - Issued On:Fri Feb 1,2008 ---------------- -- GeoTMS®2008 Des Lauriers Municipal Solutions,Inc. ----------- -- - ------------------ . -- -- - -- - - - --- — _- . �.coNntT VSCVE AD CITY OP SALEM BUILDING PERMIT 142 CANAL STREET t 695-08 cMis a. 403 ap33 COMMONWEALTH OF MASSACHUSETTS : ' Blaek: - CITY OF SALEM Lot 0006 Q♦ Category REPAIR/REPLACE CD 695-081 .. 0... BUILDING PERMIT Project#� ,F JS-2008-000999 Est Cost =";m$10,000.00 "iss' FeeChaiged: ; $116.00 Balance Ede` ' $.00 ' PERMISSION IS HEREBY GRANTED TO: Const Class ;;'n,l ;,& Contractor: License: Expires Use Group:.A',_, �t 'qw• ;g.ALLSTATE CONSTRUCTION COMPA CONSTRUCTIO SUPERVISOR-CS 06338 LotSize(sq.'ft.): 153331.2 Fv h' Zonm L,.0 I c >< ' Owner. ANTHONY GATTINENI g ;h Units Gained: 4 Applicant: ALLSTATE CONSTRUCTION COMPANY INC. Units Lost:, m!_4 ° i AT. 142 CANAL STREET Dig Safe#: ISSUED ON: 27-Dec-2007 AMENDED ON. EXPIRES ON. 274tut-2008 TO PERFORM THE FOLLOWING WORK. SEPARATIONS FOR SPRINKLER ROOM&ELECTRICAL ROOM jhb POST THIS CARD SO IT IS VISIBLE FROM THE STREET Electric Gas Plumbing Building Underground: Underground: Underground: Excavation: Service. JtReiec (,, _rQ ,(� "� Footings: Rough j—/.2-0 tee' Rough: /? ( (yJ Rough6Y( —/j Q Fwd/• Foundation: -L-_ its 7^ oil Final: / I:' Fina1:Q/ +f �V,��q Rough Frame: 7 d vj Fireplace/CI'm eyy:: Yr 1 D.P.W. Fire Health Insulation: Meter: Oil: Final: House# Smoke: Treasury: Water: Alarm: Sewer: Sprinklers: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON VIOLATIOF ANY O IT el RULES AND REGULATIONS. Signature: 91 Fee Type: Receipt No: Date Paid: Check Amount: BUILDIpNGG��F`^pREC-2008-001266 r� 27-Dec-07 2039 $116.00 ir.�,: ., UPO"l C314.' Of GeoTMS®2008 Des Lauriers Municipal Solutions,Inc. �.coN�iT� a 4. vu YSCYE +►D CITY OF SALEM BUILDING PERMIT • � r Certificate No: 695-08 Building Permit No.: 695-08 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits I This is to Certify that the BUSINESS located at Dwelling Type 142 CANAL STREET in the CITY OF SALEM Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF �I OCCUPANCY 142 CANAL STREET UNIT 0 I I This permit is granted in confomvty with the Statutes and ordinances relating thereto,and expires . ............... unless sooner suspended or revoked. Expiration Date Issued On: Fri Feb 1, 2008 I I GeoTMS®2008 Des Lauriers Municipal Solutions,Inc. January 9, 2008 Thomas St. Pierre, Salem Building Commissioner Salem Building Department 120 Washington Street Salem, Massachusetts 01970 Re: 142 Canal Street (06-060) Salem, Massachusetts Unit O - Lavatories Commissioner St. Pierre, Upon review of the lavatory requirements at the project, located at 142 Canal Street,Unit O, the intent is to provide access to two (2) existing common bathrooms adjacent to Unit O and construct one (1)unisex handicapped lavatory within Unit O to meet the code requirements. (See attached % scale architectural drawings). If you have any questions regarding this project, please call my office. Sincerely yours, Michael Lutrzykowski ML/142unitO H. H. Morant 0 Co., Inc. P.O. Box 4485 FIF Salem, Massachusetts 01970 978.744.5354 Fax 978.740.9161 Email: sLa0hhmorantcom ° o ° . .... ... . �j Watch Ye�uwA To Coeenon'�'k5&111 ome UNIT J NIT - ten . — J L UNIT E o UNIT F UNIT E Cwad Rel Tw.50th Sdee. H H. Morant & CO Inc. UNIT J UNIT I ----- niee�[ee[6 P.O.Bac"at am MENNEN0 o ° (978) 7M-5354 (M 748-9161 Faz OrYnea omce UNIT D 0 a m6-060 uwr o October 6, 2006 ioi10/n/0606 Orf. ML UNIT G i 10/16/06 P-geee ML 0e -A 10/v06 orr.mL 0 —A vH/06 art 5 t r m UNIT B I -A YwO6 tseC4em I _ I— —A 2n4wi -u5& m . - Elactriral I I a -A 7/13/01 tints m —A 3/06/01 Ura 01 P m Seth Herts Car un-- P-d ® • —A 0xoweri Urn O tt UNIT 1-I Renta cQ Frojxt: p a e 142 Canal Street a A,nt= Gattlnen 142 Canal street - ' a Salem, Mae achsetts UNIT A IFirst Floor Plan O 1/8" - 10 ° � Bne4(Bvbc Electrnd _F7 A 1 + 07-A _ ,n Flrst Floor Plan, 1/8" = P-�" _ - �y_ l I 06-060 C�/06) Certificate No: 788-07 Building Permit No.: 788-07 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the BUSINESS located at Dwelling Type 0142 CANAL STREET in the CITY OF SALEM ---------------------------------------------------------------------------- --------------------------------------------------------------------- Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY SALEM COLLISION UNIT 1 This permit is granted in conformity with the Statutes and ordinances relating thereto,and expires unless sooner suspended or revoked. Expiration Date -------------_- - -- -------------------------- - _-_--------- Issued On: Thu Sep 20,2007 -------------- --- -- ------ - ----------- -------------- - - GeoTMS®2007 Des Lauriers Municipal Solutions,Inc. ---------------------------------------------------------------------------- -- �� , � W �i � � Nyd� �• I . i Certificate No: 788-07 Building Permit No.: 788-07 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the BUSINESS ..1_ located at Dwelling Type 0142 CANAL STREET in the ------------------------CITY OF SALEM -TowrdCiy Name Address IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY SALEM COLLISION UNIT I This permit is granted in conformity with the Statutes and ordinances relating thereto,and expires ------------------------------------------- unless sooner suspended or revoked. Expiration Dale ._____-__-__ __ _____--_--- ------ rti --- ------- i, Issued On:Thu Sep 20,2007 GeoTMS®2007 Des Lauriers Municipal Solutions,Inc. ------------------------------------------------------------------------------- 142 Canal Street Realty LLC 5 Cranberry Lane Lynnfield, MA 01940 978-375-5574 April 27,2007 Mr. Thomas St. Pierre Salem Building Dept. Washington Street Salem, MA 01970 Certified Mail Dear Mr. St. Pierre: This letter is to formally notify your office that Nicholas D'Angelo has been appointed "Agent"on behalf of the following properties in Salem, MA: 127 Canal Street 134 Canal Street 142 Canal Street He is authorized to be engaged in any and all meetings,discussions and appearances on my behalf of the owner of Snakebite Realty LLC. Please keep a copy of this in each of our property files at all times. If there any questions,please send a certified/retum receipt letter to the above address. Best regards, / Anthony Gattineri AG:lsc cc: Nicholas D'Angelo Certificate No: 343-07 _ Building Permit No.: 343-07 Commonwealth of MassIchusetts City..ot Salernr Building Electrical M?chanical Permits This is to Certify that the BUSINESS located at ---- --------- ...-- Dwelling Type 0142 CANAL STREET in the CITY OF SALEM - ---------- ------------- -.. - Address Town/City Name i IS HEREBY GRANTED A PERMANENT CERTIFICATE OF' i OCCUPANCY LIFE SAFETY ALTERATIONS THIS 1S A PERMANENT OCCUPANCY I FOR UNIT "A" This permit is granted in conformity with the St1mtCS and ordinances relating thereto, and expires _ unless sooner suspended or revoked. expiration Date Issued On: Tue Jan 23,2007 ----- -- - ----------- GeoTMS®2007 Des Launers Municipal Solutions,Inc -------- - ----------- ------.------_______ ---------------_____-------------------------- *' • � o e r Maas: Y Certificate No: 453-08 Building Permit No.: 788-07 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the BUSINESS located at Dwelling Type 0142 L in the Y - ------------------------------CANA---- STREET----------------------------------------- ---------------------CITOF SALEM----------------------------------------------- Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY OCCUPANCY PERMIT FOR DOLAN MARINE UNIT F This permit is granted in conformity with the Statutes and ordinances relating thereto, and expires unless sooner suspended or revoked. Expiration Date - ---------------------------------------------------'----_--------------------- Issued On: Wed Oct 17,2007 -------ft-------------- ------------- ---- -- ------- GeoTMS®2007 Des Lauriers Municipal Solutions,Inc. ff-----` / % %-------- r yr wtil.nivi BUILDING PERMIT / oeotrA CITY OF SALEM, MASSACHUSETTS BOARD OF APPEAL 120 WASHINGTON STREET. 3RD FLOOR a j SALEM. MASSACHUSETTS 01970 TELEPHONE: 978-745-9595 FAX: 978-740-9846 KIMBERLEY DRISCOLL MAYOR 0 February 23, 2007 0 �— rn" Decision NJ00 Petition of National Grid Wireless requesting a Variance CD for the property at 134-142 Canal Street > Ti City of Salem Zoning Board of Appealsv c- A public hearing on the above petition was opened on January 17, 2007 pursuant to Massachusetts General Law Ch. 40A, Sec. 11. The following Zoning Board members were present: Nina Cohen, Richard Dionne, Steven Pinto, Elizabeth Debski and Annie Harris. The petition was continued to a Special Meeting on Tuesday,February 12, 2007. The petitioner, National Grid Wireless, sought a Variance from side/rear setback to construct a one-story structure for the property located at 134-142 Canal Street, Salem, in the Industrial (I) zoning district. The Board of Appeals, after careful consideration of the evidence presented at the public hearing, and after thorough review of the Petition submitted, makes the following findings of fact: 1. The petitioner was represented by Joseph Correnti of Serafini, Serafini, Darling and Correnti and Tom Wahl, Project Manager for National Grid Wireless. 2. Petitioner's property presently consists of an existing ten (10) foot by twelve (12) foot fiber optic cable regeneration facility, which is to be replaced. 3. The subject property is within the Industrial (I) zoning district. 4. The petitioner is requesting variances from side/rear setback to construct a new 1,200 sq.ft. regeneration structure to be made of sectional concrete with a reddish/brown brick exterior. The building would be remotely monitored 24- hours a day, seven (7) days a week and would be periodically visited by customers performing routine maintenance tasks on fiber optic cable equipment. 5. The requested relief would allow construction to be approximately eight (8) feet from the Canal St. lot line , instead of the required thirty (30) feet. 6. , The applicant stated that the proposed reconstruction has the support of the property owner and of abutting business owners. 7. At the Public Hearing on January 17`h, 2007 Ward Three Councilor Jean Pelletier stated that the abutting property owners had not been notified. 8. It was found at the January 17`h meeting that the applicant had listed an incorrect address on their application resulting in inadequate notification being sent out to parcel abutters. 9. The petition was continued to a Special Meeting on Tuesday, February 12`h, 2007 at 6:30 pm. 10. Prior to the Special Meeting on February 12`h, 2007, a supplemental notice was sent out to abutters, using the correct parcel address.. 11. The Public Hearing was re-opened on Tuesday, February 12`h, 2007 at 6:30 pm. 12. The petitioner stated that the building noise from Air Conditioning and Generator units would be approximately 70 db. On the basis of the above findings of fact, including all evidence presented at the public hearing, including, but not limited to, the Petition the Zoning Board of Appeals concludes as follows: 1. The petitioner's request to for a Variance does not constitute substantial detriment to the public good as the construction of a new, enclosed building would not significantly impact the abutters to the site. 2. The requested relief does not nullify or substantially derogate from the intent or purpose of the zoning ordinance as the use was a pre-existing use and is permitted in the Industrial District. 3. A literal enforcement of the zoning ordinance would create a substantial hardship to the petitioner as the structure would have to be relocated closer to the other buildings on the site, decreasing the amount of parking availability for the entire site. 4. In permitting such change, the Board of Appeals requires certain appropriate conditions and safeguards as noted below. In consideration of the above, the Salem Board of Appeals voted, five (5) in favor (Cohen, Dionne, Pinto, Debski, Harris) and none (0) opposed, to grant the request for a Variance, subject to the following terms, conditions, and safeguards: I. Petitioner shall comply with all city and state statutes, ordinances, codes and regulations. 2. All construction shall be done as per the plans and dimensions submitted to and approved by the Building Commissioner. 3. All requirements of the Salem Fire Department relative to smoke and fire safety shall be strictly adhered to. 4. Petitioner shall obtain a building permit prior to beginning any construction. 5. A certificate of Inspection is to be obtained. Nina Cohen Salem Zoning Board of Appeals A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK Appeal from this decision, if any, shall be made pursuant to Section 17 of the Massachusetts General Laws Chapter 40A,and shall be filed within 20 days of filing of this decision in the office of the City Clerk. Pursuant to the Massachusetts General Laws Chapter 40A,Section 11,the Variance or Special Permit granted herein shall not take effect until a copy of the decision bearing the certificate of the City clerk that 20 days have elapsed and no appeal has been filed,or that,if such appeal has been filed,that it has been dismissed or denied and is recorded in the South Essex Registry of Deeds and indexed under the name of the owner of record or is recorded and noted on the owner's Certificate of Title. January 22, 2007 Thomas St. Pierre, Salem Building Inspector Salem Building Department 120 Washington Street Salem, Massachusetts 01970 Re: 142 Canal Street Unit"A" (06-060) Salem, Massachusetts Mr. St. Pierre, Based on site visits through 1/12/07,the Unit"A"renovation project, 142 Canal Street, Salem, Massachusetts has been reviewed, and to the best of my knowledge and ability, the project has proceeded according to the Architectural drawings prepared by H.H. Morant &Co., Inc. dated October 6, 2006 thru November 14, 2006. If you have any questions regarding this project, please call my office. Sincerely yours, Ste phe . Livermore Prresid (hhm) SWL/unitafrltrl FIFI K. K. Morant 0 Co., Inc. P.O. Box 4485 Salem, Massachusetts 01970 978.744.5354 fax 978.740.9161 Email: staff@hhmorantcom Robert: Cu r- inJs & Associates, PTLLC 181 Bow Bog Road Bow, NH 03304 (603) 224-7453 bobcfoe(&comcast.net (603) 224-7467 CONSTRUCTION AFFADAVIT Subject: Tenant Space Unit A 142 Canal Street Salem, MA I certify to the best of my knowledge, information and belief that the modifications to the automatic fire alarm system are installed in accordance with 780CMR, MSBC 6th Edition. The installation conforms to NFPA 72. Engineer Name: Robert B. Cummings Company Name: Robert Cummings & Associates, PLLC Address: 181 Bow Bog Road Bow, New Hampshire 03304 Telephone: (603) 224-7453 MA Registration No. : 39299 Date : January 12, 2007 4g O o c(Ro' 8 ' FlRE Pf 7 .o 3 SoO:v Ro ' h j j N Ddb fir- tv _Re,O �Jert, marm� %ngs & Associates, P LLQ 181 Bow Bog Road Bow, NH 03304 (603) 224-7453 bobcfoe0comcast.net (603) 224-7467 CONSTRUCTION AFFADAVIT Subject: Tenant Space Unit A 142 Canal Street Salem, MA I certify to the best of my knowledge, information and belief that the modifications to the automatic sprinkler system are installed in accordance with the permit plans and 780CMR, MSBC 6th Edition and NFPA 13. Work associated with the fire alarm system is not within the scope of the sprinkler contractor. Installing Contractor: _Xcel Fire Protection (603) 890-3331 Engineer Name: Robert B. Cummings Company Name: Robert Cummings & Associates, PLLC Address: 181 Bow Bog Road Bow, New Hampshire 03304 Telephone: (603) 224-7453 MA Registration No. : 39299 H M Date : January 12, 2007 °�� o Era B 9� o UM MI c IRE PHOT CTI , m o No.3 29 ``✓nr.i E� -'. . - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _----_- - ___-- - - - -__ - - - -. - - - - - - - - - - - - - - - --- f � I I� _ J L I ew Angle -arra — -- -- ----- —.---- uN- UNIT #= I uNIT Csaw uutr y 544 Sr.BF. II - Evengelctl PeFmry:oetel - North bFwe ARG - - 661 S.F. H.H. Morant& Co, Inc. UNIT 13067 S.F. F Architects I Lee X P.O.N.4015 IF 28l B.F. 221 WY61arIM Sbeef LuuvYuslu P197a -(978) 744-5354 r r (978) 740-9161 Fax ,I UNC L talo-or m —1UNfIT Oa I October 6, 2006 5haa.562 49.F. ae. vm u.wea y: uNrr r, r I - And Repay I 2583 B.F. — F-- — � — UNNIT B - I o And Mec mcn� An I W46 B.F. Projeet I w. .cena�mv 142 Canal Street f Hertz Ga- ohm Bales � N tT r I Rerrtdirc � 4ssoaetes, �,e(I I M Hertz Gar Hertz as I - Rental Rents B 1306 .F. v v .Anthony Gattinen 142 Canal Street Salem, Mas whsetts I / I � II UNIT A / r 4B" 24 90F'°d I First Floor Plan L-------- ------ / / / 1/8• = I.-Oil (50% OF NOTED SCALE) � - - - Ext f=irst Floor Plan, 1/811 = 1'-011 m6 m6m �a�m6) r ' ' _ -'- - - - - - - - - - - - - - - - ` - _ _ _ _ _.- - _ . _ _ -` - - _ _ _ - :._ _ - _ - _ _ _ ` - _ _ - - - - . UNIT N blaeFan 6elee UNIT M 941 S.F. Mt65 9.F. U ulpod - H.H. MOrant & Co, Inc. SP Architects P.O.B.411S ,' - '' 121 Wuhigloa BMxt , .� � B.Ie�,21lmaLawm .81978 (979) 744-5354 . , (979) 749-9161 Fax 1 _ _ . _ Flo-or- _ _oor_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 77I11I Second dPlan, , l/8" = 1'-�" lab Nsbc tab-060 October 6, 200( - (50% OF NOTED SCALE) - - - - Project: 142 Canal street Anthony_Gattren 142 Canal Street Salem, Mas rett6* Secon Floor Plan Ex2 - - - - 1 06-060 (5/06) - - _.-. .' Reverse Eweung k•uwg _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Reverse Ewsung kmmeg New Openrg_ _ _ _ _ _ Door To Outeuong. - Door to outsmng -For 36'Door _ _ _ _ _ ID coul I'- ON �' '. New Arrgqle Offee gr � .. 102 S.E 91 SF. UNIT F. •Evmgelcd Pernecostd uu�o Chxch 01n M N. N 2515 S.F. UNIT G 544 S.F. -iW S.F. , ® Everge4cal - North Shore ARC Pentecoetel - church H.H. Morant & Co.,Inc. UNIT I Architects Lme X M • ►A.Hn 4M5' 28l B.F. 3n Wuhisetsa aired idem,Ymekerotb •Bi/ (978) 741-5354 (978) 740-9161 Fix ® ® SIN— c...•.•a 880 SF. !N auk O6-or o UNIT O October 6, 2006 5¢Y 0 eshM SAM S.F. UNIT G _ gym. I0AV06 OFF.ML - - Brazes a Towrg 10/18/06 Egress ML 2583 S er r— 10N/06 orrce ML —A KM/06 ftB4FM UNIT B I _® I I ABC Auto De eNg L— V 4/06 WH C 1 D t4 1 And Mecharra H46 S.F. opro*t: 142 Canal Street Hertz Car heahan Sales Bah ' UNIT I-{ Renta soaates, I Office a - Hertz Oar Rental - 806 9.F. .. • • • ® Anthony Csattlnen 142 Canal Street Salem, Mas achaetta Note Well L_ + New Lfe SY"Egoi. a Shell Tie kfo Exe1r�Fre Abm Cenvd Pend 1 SMI Nfeet M ADA uNt aMff; e Fd UkehEe R Owned 4824 I ' - 2 First Floor Flan Note Emtag SSystem - ' T;, =..e MAs Required 0I L - . ants msec . Elsctncal Room q 1 1120-27q f=irst Floor Plan, 1/811 = 11-01' _ D6-060 05/06) Door Schedule Opoor Frame Remarks GENERAL NOTES sloth kencintl Thkh I Mao I 5t4e IHeadI Jamb !Ak� 1 3'-P7 6'-8' 1 3/4 ereh Rxh Pane FL h Yeind Meld Door,Laver HRduse, l 77s d.s#/a is P•.b'e addr dbae:arwof seism - nerd Lock ureh Lbxro Proms Flash Morseled Vetal Docr,Lever Hgduae, R�.�enmo.- 'ad ori�M2 r s nmd •'�"�d ro a.Tiro aft Z 3'-0' 6'-8' 13/4 Steel FYash Lock ualh Gbeure Metd 1 fie Cmeaa-e4d obaii dprw¢/sa ad Lexs rop:d ro eg6n ie ask 3 3'-0' b'-e' 19/4 Metal FSsh nerd Fueh Nth an rea,Lcwr i1>duae,Lock Note lUeO a �r�ddpey ra dFaafrd smn cadandnyehr rom.ddmb ro4 3'-0' 6'-8' 19/4 PthPre.. FAaeh MattiCorarecter shat Extend Partnaon tap to Urclanudn Meld Nadues,Bath FTrr (.etch,Cloere or Emtng Deck 4 Tb e.m-Aid eptly of Anpavy post ad tf,a ne?M - 5 As Camxv .WbreTsedb/a bmiw ddrab dAdrely dba brb ad Qmnvs sbm m dd Cmnarpanp oil ryaJ ay oras ad/v smmaro.r a b - - hdiasf A-/Cr- 6 /a A,&M.m MovdohMdold moi.ad adadb ab a'"9aabronv H.H. MeiSnt & Co, Inc. Partition Schedule 7d ded�ydw�a .ade r Architects mS>d �e !torr a'm. P^�J"'"mahs en P.O.eon 41AT Materials Desorption +� ; Remarks a v...ptfa�edddba ails wbn;, ,�,,,,da,bdaporSradab,d.2 e;it:iit..r.ns`°►�ns7s fid abs b ewy npsct oda4d aodaar b hs Cmtocl Pwevoe F."Wood bt, Or Metal. UNIT'A' R Ar b o.p'eror of ie sd,t As Caearr e4d rw"»e d a..ea�rabSaA rook ala 9wde•K'oar AM Exa Naeror Partition Web - �I Room ad ew<cravt adbore i.ad.fYOly.r.see[ r mvoaafr mdb. _ to Tape N.bae,Tp, I H Nd Or Warehouse 4 Tbe5d oxrdve d amg"'^9 N ref d�d.1d.* (978) 744-5354 _ "` b�yamy'°rdd"d MWf w'M°^ (978) 740-9161 Fax dAm fwwedb Emt G�py�Wal Bard Z-Layers 5/8'GU1B or I ey y Naso!+Rath KIT-"nfl F Layer ttw Bo [ Al sak shd'asfore ro M.lereeJ Cos.rmesaNh o!Nasxfiusem Sane � Neu 5/0' well Bored 8a�aAttach Both Br1ee, ddld+g Code. screw At tch Both 6eb s/9'(yam LLY�po� 1 FM; NA liaor F&Um Tc Ezawd Igor l2 Cegr role dlh d olAer hodaa 6 ro!x to ArdxJecn d Merhmtd 6 Ezhrro' n�n seoe Mew Both bis Te E t a De-1 > CMniel eLri'enere At on.,p fa-Jb wee ton of d...arrrc d..eJc _ _ _ _ _ _ ZS U . I I ZI e tic - - IXtaa V3 Posts,Typical -4 fie TM:dal mray of e#dv C dJ od dil..s ahr fnk ad Crs.d sw " 1Vj - dd norily Nre Fgnser e/cry dsaeps7 Wars pronabg roh d...i� im Reflective GI .Plan, 1/4 3 5/8'Meld as bo d 0 studs a W O.C. aeM xoes: Be tt hast leadennautlen R11'sound Atteeuatce -06-0roo sora"'n `EE "W z Hr. NA. Tom To Eanni Baht Insulation Symbol Description `. 3" Re cyL MOU!e stet W tic - It!, e to u 'TAf wona• , DSTlQI2 LF14� October 6 2006 b V8" osrel siv.-t3 Pmae,Tp - •�0/TTT�LEDW i - e Ire. Des anlYea ar R Basil Assumes Oat Muton h Moor � • T ® Naw Emergercy Harm Full Station 0 i0/II/06 IXOce ML Medaled Meld Oklded DoRome M, Naw Strobe OrbJ fbsh oDoor, prose Pam 4 Wall SectioY1, 1/2" = 1'-�"I S ew 88 AFH ==Ue - 3'-4' Os Nm'.stoke Detector-PFntoelactne Type e 3lr'�'Jh ®ABC New AeC Fro Extra-,ner 8 Nead Detail3' = 1'-0" I I ® Nes r L,-*" io RPMeme PsColor TProject: Be Dete+.mmied �IA}Z Genal Street Plush Meta Diff : /S® •C(a11Ov �. 5 ketbated !Metal itpe 14'Intmw Door VL Exterior Door, -v Doorod, F a LLFap Around F'M Bi' Around V,,& ,, (Y Prague,Pent Rema.Pant _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �y 2 Nead Detail, 3' = 1'-m" 3 Jamb Detail, 3' H515oor-El-evation. N7S �o Life Safet Le end m RuAred Gia" dd' AnthonyGattlnen 101 � Frame Una,Prime a 142 Carla! Street Pars.Color TBD Salem, Mae acheette 9 4r� 5 4{9 I - z� v Type 7 Exteror Door 411 UNIT N UUnNw�q�M .UNI Seton Floor Plan Roor Below - S M&5F Oj 1099 Sped 541 .. _ I Door Elevation. NTS door ScheduleDoor - O® Details chedule star•I l z' welded Masonry Lll'e Sal'ety Plan Prate: amtsI aaAS Noted o Ao ILLL ) .NoTtoe s fb AeRefired I� ' Note Well er Ecr{ shd yenned M&W A2 Door, Lr- (50% ® NOTED SCALLPadei o IQ � - - - = - - ` Wre 9ta 14 Gax- - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - s'°'ant Typ. 1 Second door Plan, VS" = 1'-0" 9 Jamb Detail, 3 = F-0, mb mbm (5/06) - - - - - - - - - - - - - - - - -_ - , Fig 0 GCMns O a Void Exi>tNiqq ABC Auto 6ety LIFE SAFETY NOTES ng Sohl Wnh CMNmlock Aid MbcFtarr< t The Fre Protx6on and Bedrral Cortrador SMI Vat the Ste to Determe AI F aemtng C ndt0re Wcrk and Coerdre on Rae}rod Uh We Local - Arthcnues other Trades. 2 Ti-Fre Protection and BeotrrA Contractor Shy Obtain and Pay for N Fees, Leatsas Permis and Papeetcn Required 3... Drawrge ere Degammatic ON9-Exact Locations,Mal"Heights of Equpmant, Devices end RAUNSe Shat be Field Coordriaed with the Gard Corra.tor. actor Rd Re Em 4. tVe fie Pro+aua+ad Ee:Urel Carrracla RW Fureh ad lists 11 hrleW Acc®eam Contractor Du Shall Remove 5rk a Wail New Had erk ung mop Exatrxj Duct Work it �^ LW Mike the Fre ROWICn U&IL Dorpaer<,Torted ad Ream fa Cpeahon S. A3 Fre Protection cork Shy be in Accodree with the MNeesFueetts Fre Code _ _ _:_ abod damFrac id Roxvit And Doorss� And Crcy of SBbMs fiM""ing A thcnYee. Corrtrecior Shall Fi0 Ewsung Gering � b. Contractor Shy Confrm AI Room ConFgaaton Alterations with the Caerrerd H.H. Morant & Co., Inc. 6'O.D.5teel Behard, Holes And Around All Peas A> - - Contractor Shell Install New �r�tor es Reclned ATC11itCCtB Required w/ 2- La re 5/8' Gypsum Ughung Fottur&W, Caking Vent, Concrete Filed w/ Or F Hr. Mn. Fre Rated Caulking. And HVAC Ductwork As Req'd. P.O.Bar 4485 2� Cap,Pant T4,-A 221 Wuh1a01n street Bet• LwuhumN win Pe�vemeM Contractor Shall FII Two (2) ® g - (978) 744-5354 Exanng vent OgloT vole Q p p Sold h Cl-N Bloc @ (978) 740-9161 Paz 11-4 Maeor.9 Bnck To Cbten cau,tu,m Cp 1 Hr. Min Ratng Wall - GeM.ractor Shall F12' e Aeeee'b Existing Opann Vod Q• ^'•off r — — � Sold With CMU$lock. 4•, 581ow Fresh at Openings Shall FN Exert �q Well `0 BdeuWlk 4 pavement Openings And Around 5/ Ppcs As ,e�Rye l 14 E o t' for Shell Remove - T. Tt�xa Regtred r 2- Layers 5/8' Gypsum, - Hot Illma Tek 1 Rexttl Hot IW&W EuuaLr+c{ Door And Frame H Hr. Mm.Fre:Rated Garlkng or And Fill Ewetxg GMU/Mesarry Brick. - fTp°Cekg' Solid With CMU Block ' O e res Never: Concrete Footing Contractor Shall Remove ' Exertnq Studs 4 Frame 4'g 06-000 - And F, Exertmq I 3�d Sold Wth CMU Block.. p October 2, 2006 Ns a awidn or. Bollard Detail, 3/4'- N etxnwg e 'To Be ModFnd As Requred —A 10/1V06 Orrine ML TLp"l extenor Mab __ 1 -A 0/06/06 orr.ML 4'Convets Mab wish b x b - W IS x 2.9 WUM raid.I Vlfrom top. 3/!'Dias ... -b rade �Pyih I 104- sm.sga /� � `°ubod�elo s UNIT A - 1 I [e will 4624 B.F. _ I Imp I _17 DrfProject Fcundatan we�1 ° I 142 Canal Street est Reneve 04,7-0'Lg,n0ed e'1 grouted Q' Ybae •24'o.c mto exatng unle_ 3 Exterior Slab Detail, 3/�t' � 5 mbol Desc on `ruO w � e Anthony Gattmen - tauarrgaoyt,9n^g VG 142 Canal street Exn Optional wr Bat eejWJa ® ® - Salem, Mas achsetts ® N" bat hep-arced l'mh9- ❑Q - ® m wee a a�'im tilers ® New Maus FU Station - • - 0 New Ewa- j on irg nrg/Ea. - '-m' + New g�y�1 No 1VT rd°e Lg'n lhn- 1 ' Mfti SID'AFF.To Borten Gontmmr�acq7clor 6MII Remove © Neu Avobe or+i : On UlalC Wood Blocking Unit 'A' Floor Plan S Nan em>ke Peteaor Existing'flochrie' ® N.r,.S5 rose=riL.ted�t Heater Above Bollard Detail Feu Ext—6aeg'rcy Lghtrg Exterior Slab Detail OS Wtorillw/EwteJtege Electn�ARoom. Life Safety Legend . Q New Neat thete°tQ ® $ Life Safety Notes O Fre Asn Corard Pa*shed 8..� • ® fie Lecma.At From or Mulds - ExR - _ As Noted Ard:Conrecbd To Men Lrk laoctrr!Prb . frame DAepe,.n,x'�LX�ec�1 41 Life Safety Le end, n.t. COMr c Shan Remove P Lector Shan Cut New 40M.O. A Ex otime UFndow 4 Frame - e • M Exaung CMU Well And Install J u Ld1� 2i• LU/�l� 67�.L51J LLLSSSLVVVJJJ a r( And FID h Embry Opening 5'.0• Confirm Lintel S¢a Prorr To IrmteOaton_ - - - - (5®% ®F NOTPD _SCALE) _ ,A` V mason Shall Solid With CMS Bock. J Unit "A" Floor Plan, 1/4" = 11-0" Oro (5106) / B A tl' g SPRINKLER SYSTEM NOTES An ec an' s 1 . The Contractor Shell Visit the Si' e to Determine All Pre—Existing Conditions Work and Coordination Requireduised with ne Local Authorities one other trades. 2. The Cont-actor Shell Obtain and Pay for All Fees, Permits and Inspections. DRILL MT AND II I l ADD SPRINKLERS 3. Contractor shall field verify all dimensions and locations of equipment. 4. All work shall be in accordance with NEPA 13-2002. ' I 5. All pipe snc'I be black steel 11 /2 and large maybe sch 10 ell other sch 40. 1„ cu 1Y' hl aB 6}0 10, 0 a Ea — 6. Prov'ce test and mcteri61 cert`ficcte for ell new and existing pipe in unit A. H. H. Moran' �C CO. , Inc. 20 Architects P.O. Box 4485 221 Washington Street Selem, Massachusetts 01970 = 1 I ® (978) 744-5354 (978) 740-9161 Fax ❑ ❑ ❑ Consultants: 19 Robert Cummings & Associates, PLLC "" Zi 1 1 o FPE MA No. 39299 6f0 5 0 10}0 10}0 0F0 0}0 b G 5�0 O 181 Bow Bog Road Bow, New Hampshire 03304m bobcfpe@cocast.net / 603 224-7453 L___ 3° 1� 224-7467 fcx REMOVE EXISTIv NG 11 /4 " AND 1"PIPE ❑N ALL BRANCH LINES 60Jab Namur: AND INSTA:L_ L NEW 1 1 /2" PIPE 06 - 095 305 Date: � October 6 2006 � 1I„ all1 11�„ � 1i �� 1�e" 1 "� 1�2' 6f0 5 0 10 0 U 0}0 0}0 10x0 10x0 5 0 5 0 O No. Date Revision By: l REMOVE EXISTING MAIN PIPING III — THAT IS SMALLER THAN 4 AND ADD NEW SICEWAL L HEADS � �I REPLACE WITH NEW 4// PIPEU l A UNDER OVERHEAD D❑❑RS c 4624 S.F. PER NEPA 13. USE ARMjV-E I 01 - WITH UPRIGH- " T " E ❑R — DRY SYSTEM ( TYP 4 HDS )i . -- 2_11 5}0 DO , x0 0 0 0 0 0}0 10 0 Design Area No. 4 — OH II ! j Project: I I Canal Street 14� Density 0.20 Area 1950 [15'-5"] I Flow 750.365g,om @ 78.44 psii Includes 250 glom Hose allowance li Office I, C12) 11 L7 10 9 8 � � t1„ t 1 „ 1 ° Anthony Gattineri c 1 5 0 IO 0 10F0 Toro U 0f o 1010 j}0 5 0 - 1A2 Canal Street INSTALL NEW PENDENTS I Safem, Nla sachsetts BELOW NEW DROPPED REC❑NRIGURE EXISTING CEILING AT 10'0" A:EE MA NI AND BRANCH LINE REMOVE EXISTING HEADS PIPING TO STAY OUTSIDE REMOVE EXISTING 11/4" AND 1" ABGVE CEILING AND R, NEW ELECTRIC RE❑M SPACE , PIPE ON ALL BRANC _ __ NESHO ELECTRIC ROOM WALLS ARE ------ IM RECONFIGURE 1 PIPE USING �, ! AND INSTALL NEW 1 1 /2 PIPE -- ARM❑ VERS FOR DRY SYSTEM I ? H❑UR TIRE RESISTANCE RA-ED I " � I � 1 v 1 Unit A Floor plan z o� -o 4}6 6 5 4 3 C2) G 5-6 101-0 1Jn U 101-0 I Sprinkler yst m Electrical Room �VOCI ICCtions 10- 22-- I " Existing Modine" / I o Heater Above Scale: w IEAs Noted Panels I Drawing Number: I I o o P I Unit- x` 99 Floor- P an , 1 / 4 � 9 U I Certificate No: 343-07 Building Permit No.: 343-07 Commonwealth of Massachusetts City of 5. alem Building Electrical Mechanical Permits This is to Certify that the BUSINESS located at ---------------------------------------------- Dwelling Type 0142 CANAL STREET in the CITY OF SALEM - ------------- --- --- ----------------- -- - ----------------- -------- - ---------------- -------------- - Address Town/City Name IS HEREBY GRANTED A TEMPORARY CERTIFICATE OF OCCUPANCY LIFE SAFETY ALTERATIONS THIS TEMPORARY OCCUPANCY IS FOR UNIT "A" ONLY This permit is granted in conformity with the Statutes and ordinances relating thereto, and expires _Wednesday Dec 27,2006 unless sooner suspended or revoked. Expiration Date --------- -------------- ---- - -------- - --- - - a Issued On:Mon Nov 27,2006 GeoTMS® _ _ __ --------------- 2006 Des Lauriers Municipal Solutions,Inc. � L�r�A�7 -- ----- --- _ _ ----__-----------------.____-------- - ��ati��F� �S ,sn�� '��, ' • �i 'o o � �� . .- 0142 CANAL STREET 343-07 cIS#: 403 COMMONWEALTH OF MASSACHUSETTS Map: 33 Block: CITY OF SALEM Lot: 0006 Category: REPAUVREPLACE Permit# 343-07 BUILDING PERMIT Project# JS-2007-000490. Est.Cost: $52,000.00 Fee Charged: $577.00 Balance Due: $.00 : PERMISSION IS HEREBY GRANTED TO: Consi:Class: Contractor: License: Expires Use Group'i Michael Pavan Lot Size(sgi It.): 153331.2 . I Owner: Snake Bite Realty LLC - Units Gamed; Applicant: Michael Pavao Units Lost: AT.- 0142 CANAL STREET Dig Safe#: . ISSUED ON: 20-Oct-2006 AMENDED ON: EXPIRES ON: 20-Apr-2007 TO PERFORM THE FOLLOWING WORK: LIFE SAFETY ALTERATIONS TENNANT SEPARATION REPAIRS POST THIS CARD SO IT IS VISIBLE FROM THE STREET Electric Gas Plumbing Building Underground: Underground: Underground: Excavation: Service: Meter: Footings: Rough: Rough: Rouglh Z I '' Foundation: Final: - Final: Final. Rough Frame: o^/ DSK Fireplace/Chimney: D.P.W. Fire Health Insulation: Meter: Oil: Final: House p Smoke: Treasury: Water: Alarm: Sewer: Sprinklers: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON VIOL ION OF ANY OF ITS RULES AND REGULATIONS. _•. Signature: Fee Type: 1 a Receipt No: Date Paid: ck No: 4' Amount: BUILDING REC-2007-000606 20-Oct-06 9911 - $577.00 JPi�i i GeoTMS®2006 Des Lauriers Municipal Solutions,Inc. I o BCA to oil' g j SPRINKLER SYSTEM NOTES ec or,, s 1 . The Contractor Shall. Visit the Site to Dete-mine All Pre—Existing Conditions Work and Coord nation Required With the Local Autl,c-hies and ot'ne- trades. 2. _ The Contractor Shall Obtain and Icy `or All -ees, Permits and Inspections. DRIL'— MT AND ADD SPRINKLERS 3. Cont-actor shall field verify all dimensions and locations of egoiprnent. i 4. All work shall be In accordance with NEPA 13-2002. i 18 8 ( 9 5. All pipe shall be black steel 11 /2 and large maybe sch 10 all other sch 40. 1" Bath 1 I 5�0 0 0 104_ 6. Provide test and material certificate for all new and existing pipe in unit A. H. H. Morcn L Co. , Inc. 20 Architects O P.O. Box 485 i I 22` N;ash'naton Street Salem, Massachusetts 01970 n T ® 978 744-5354 ( ) (978) 740-9161 Fax ❑ ❑ consultcnts: 19 Robert Cummings & Associates, PLLC - o FPE MA No, 39299 I 6 0 5t0 1G�0 10170 , 10, 0 10 G 5t0 5;0 I 181 Bow Bog Road !i Bow, New Hampshire 03304 bobcfpe@comcas;.net 5603 224-7453 i X6033 224-7467 fax v l REMOVE EXISTING 11 / 4" AND 1 " ° Job Number: ti PIPE ON AL '— BRANCH LINES 06 - 095 � AND SNS ALL NEW 1 1 /2 PIPE Date: 7305 'I October 6 2006 6 0 `Jt0 0 0 101-0 101 0 0 0 10 0 5}� 5t0 No, Date Revision By: I I ' REM❑ VE EXISTING MAIN P_PING L-TIL THAT IS SMALLER THAN 4 " AND ADD NEW SIDEWA`L HEADS I #J — — REPLACE WITH NEW 4 PIPE U N I A UNDER CV _ RHEA7 DOERS PER NF- PA 1 ? USE ARM❑V, o 48X4 S.F. WITH UPRIGHT "T " EOR 0 v DRY SYSTEM ( TYP 4 HDS) � - 17 I 18 14 13 I ; 2�1 5 0 10l--0 10 0 10t-0 10 D 101-0 10 0 O0 j Project: Design Area N . 4 0H II I i 142 Canal Street Density 0.20 Area 1950 �1 ATE i I Flow 750.HD'gpnn @ 78.44 psi Includes 250 gpm Hose allowance O Office 03 16 12 11 0 9 8 B o 1 i 1 � Anthony Gottlnerl 2t 5tC U G -0 0 0 Oro 0 0 Jol-0 5 G 5F0 ., 142 Canal Street INSTALL NEW PENDENTS i BELOW NEW DROPPED REC ❑NEIGURE EXISTING Sa'� em , Massachsetts ti CEILIIN'G AT 10 '0 " AFF MAIN AND BRANCH LINE -!- REMOVE EXISTING HEADS PIPING TO STAY OUTSIDE ! R- -- MOVE EXISTING 11/4" AND 1 " AB❑ EVCEILING AND — I NEW ELECTRIC PE❑M SPACE , PIPE EN ALL BPANC' LINES ° ' •,-= # REC ❑ NIEiGURE 1 " PIPE USING s ELECTRIC ROEM WALLS ARE AND INSTALL NEW 1 1 / 2" PIPE � - y — N o 3 2? ARM❑VERS FOR DRY SYSTEM. 2 HOUR EIRE RESISTANCE RATED 15 r Fdob t E 1I„ . all �t0 4}6 1 1 44 Unit A Floor Plan 5t6 iN-0 10 8 11 1 U 1010 �/ i01-0 � `� s u � Sprinkler Sys-Lem U Electrical Room I � Modifications EC):2:—:2 J Existing "Modine„/ , Heater Above Sade: I U U As Noted Electrical Panels Drawing Number: i of o P I i I On I 9 9 A ” I— O O c n 9 114 9 / I ) - o 'O9 9 t Design Area No. 2 - LIGHT Design Area No. 1 - OH II Density 0.1 Area 1950 ADD SPRINKLERS IN STORAGE Density 0.2 Area ENTIRE NOTE Flow 600.16 m 0 38.62 Si AND AT BOTOM OF STAIR ADD SPRINKLER HEAD UN➢ER Flow 421.59 m ® 76.53 psi 29P P GARAGE TYPE DOOR. 8gP EXISTING SYSTEM I S DRY TYPE Includes zsD gpm Hose OIIOWOnCe TADD RAPPED PIPE LVE FOR OCIUdeS 250 gpm Hose once REPIPE USING ARM-OVER/MUD LOOP ORDINARY HAZARD PIPE SCHEDULE SEE DETAIL BELOW. - —1�-2a6 • 2a; < ' GARAGE YPE OOR D UNDER HYDRAULIC CALCULATIONS FOR REMOTE CARPENTRY zzz EVANGELICAL • 215 211 _ - TOOLS & SELF TRAPPE PIPE�VE FOR DESIGN AREA INDICATE SYSTEM - oADD DR REQUIREMENTS TO DELIVER A DENSITY e PENTECOSTAL _ _ a STORAGE CHURCH ,. � " L L SPACE. ( PIPE OFF 05 " 101 " ADD SPRINKLERS TO THIS OF 0,20 OVER 1950 SQ. FT FOR AREAS • _ • 20 • 2a2 • " < 1 p • NEW ANGLE CLOSEST 4' MAIN.)GLAOF 1) 3, AND 4, REMOTE AREAS 2 AND 5 _ < _ " = ARE LIGHT HAZARD, - PENTECEVANGE CAL n 2i6 2,2 n $ PENTECO TAL . r EMPTY SALEM TAXI ro s. 223 - AID SP INKLER HEAD UNDER EVANGELICAL PENTECOSTAL GARAGE GARAGE TYPE DOOR. • - Y '• •O T u • " " ADD D IN VALVE FOR ALL MODIFICATIONS REQUIRED FOR THE • ho CHURCH O O a6 . 02 , 206 203 orEK,a 6B"VT TRAP D PIPE. EVA GELICA " a AUTO . a n SYSTEM TO MEET NEPA 13-2002 ARE TPENTEE CAL EN ECOSTAI y�2 gNEOPAIR NORTHSHOREu M - a• PENTECO TAL UCH _ 1- CHURCH= p E " - , A D S INKLER HEAD UNDER CLOUDED, THE INSTALLING _ " -� 4 VACANT _ I m & ' o u " -•9 X2,8 " 213 , 209 0 204 " 13-6 DECK GARA TYPE DOOR. CONTRACTOR IS RESPONSIBLE FOR ALL 224 �9 0 y ADD AIN VALVE FOR • � _ , Y _ ,. ❑-w v� TAP D PIPE. FEES AND PERMITS AND INSPECTIONS o wp O oU-u = e a b, „ 103 r . = -' U 225 220 214 n 210 Iii BY THE LOCAL AUTHORITY, LINE—x LINE—x - - - 112 3' RISER UP ADD SPR LER HEAD UNDER GARAGE TYPE DOOR, ADD DRAIN VALVE FOR TRAPPED PIPE. 94 94 ADD SPRINKLER HAD UNDER ADD NEW 4' FEED MAIN GARAGE TYPE DOOR. 16-6 M K XM IED�3 ADD DRAIN VALVE FOR 14�wr TRAPPED PIPE, ADD SPRINKLER HEADS BELOW DRYWALL LINE-X EXISTING RISER LOCATION-- OCATION CEILING OR REMOVE CEILING. SEE DETAIL FOR PIPING. EXISTING RISER DETAIL 26 48 = 6• '27 = 26 10-0 1 - TOR Y 6" U.G '• zs 4 P ' FOOTLINERS &CAM - ADD SPRINKLER HEAI UNDER SHEE AN SALES SHOES BAYS ADDADRAIN ARGE VALVER. F7R ADD SPRINKLER HEAD UNDER TRAPPED PIPE.Ii GARAGE TYPE DOOR. 54 52 57 DD SPRINKLER HEADS AT REPLACE PAINTED SPRINKLER HEADS (TYP OF 12) ADD DRAIN VALVE FOR TRAPPED PIPE. t• ,. 46 43 42 41 _ 24 '• a • • • - • _ -0 - h = BOTH LEVELS I BRAZUSA TOWING — 2 STORY DP - - AND REPAIR GARAGE lY 1 LEVEL. — GARAGE=TYPEER �- DER 53 40 45 3s 36 37 36 35 1 23 18-3 5-1 , } ADD DRAIN VA VE FOR TRAPPED PIPE, J. 17-1 � GARAGERTY E DOOR HEAD UNDER ADD DRAIN VALVE FOR a ! yll LJ r 1' t• _ p TRAPPED P E. eT 1 _ 5544 34 33 32 31 30 O� - = 22 - - h D - 2t - e• ABC AUTO DETAILING �� 4 OR 11 AND MECH NICS BFPJ d � 41 1.1 • � OWN TO EASEMENT DRILL MT AND z-3 o. 3 _ ADD SPRINKLERS Design 0.20 _ - - NArea.. ,1950 OH II Den lY 1 b p LL...- HERTZ-GAR- a, HA Flow 823.45 gpm W i163.1.> si E T � RENTAL SALES Includes 250 gPm Hose allowance • ' • I < 1' ASSOCI ES, INC NOT T 1 SCALE E HERTZ CAR RENTAL % REPLACE PAINTED SPRINKLER HEADS AND ❑ ❑ ❑ REHANG PIPE FOR PROPER DRAINAGE. 19 II � :._ . • '' • e• • 1• • ioo glut-0—O—f�-•O-1d'�'�-0• I,II ADD SPRINIKLER IN HOT WATER CLOSET. ADD SPRINKLER READ DER Inc GARAGE TYPE DOOR. ADD DRAIN VALVE F 4 TRAPPED PIPE. D 3 R 10-0 1 10-0 First Floor Plan , 1 /8 9 9 — 1 ' - 0 "9 VACANT SPACE l <T ADD SPRP INKLER-HEA. NDER GARAGE TYPE DOOR. ADD DRAIN VALVE R , 4 I TRAPPED PIPE. 1 e• 1• t• ,• ,• DRILLMT AND 6 • • • • • • ,oma A➢D SPRINKLERS 30, D5'-5'3 AFFI N Z a 03 • y • •II 16 12 [10.4'] 11- _ _ a ', • Y • ' • l0-0 •10 1 • 9 I • 8 7 y, - _ " 419 418 41 4'16 415 RELOCATE HEADS WITHIN 12' OF TOP OF �S a SKYLIGHT(CHANGE TO INTERMEDIATE TEMP) VSO O`+l OR ELIMINATE HEAD IF SKYLIGHT IS LESS THAN 32 SQUARE FEET IN AREA AND AT 1 < LEAST 10 FEET AWAY FROM ADJACENT = ifa SKYLIGHTSRETURN BEND DROP TO SPRINKLER IN CEILING • _ _ - _ _ a LJ 15 6 5 4 3 2 1 r 414 10,6' ,, r • • 1, • • t• • It. 41 41 0 S� 3 2 1 409 a08 j n REPIPE DROPS OFF OF TOP (IF BRA CH LINE U r -1J OVERS/MUD LOOPSING ARM S d tit � , a . e 40 11,1-3 40s 404 403 402 401 ~ 3' RISER DOWN Design Area No. 4 - OH II CHANGE MAINS TO 4' AND Density 0.20 Area 1950 IV 421 BRANCH LINE PIPING TO 1Ye' Flow 750.365gpm 0 78.44 psi PIPING TO PROVIDE A ORD. Includes 250 gpm Hose allowance .✓' F HAZARD GROUP II DENSITY Design Area No. 5 - WGHT OF .2/1950, s� s 9 Density 0.1 Area 1950 1 /8 — 19 — 0 )5 Flow 582.166gpm ® 5psi SPRINKLER BRANCH PIPING o OBIS Second Floor Plan R 9 Includes 250 gpm Hose aill alllawance t� " F EPR I N y REDUCER9N0' 09 n c'0 '9FQOS F FINISH CEILING F3dY✓ryaI ENO�C� General Notes Symbols Number of Sprinklers Drawing FIRST/SECOND FLOOR FP PLAN Job: Symbol Description Total This sheet Total This Job Title ANTHONY GATTINERI PROPERTY 1. All Pipe Locations are to lField Measured Prior to Fabrication Q Hydraulic Reference Points Symbol Description Re.isio : Date: T1 ROBERT C U M M I N G S & ASSOCIATES) P L L C and lnataJlaUan by Sprinkler Contractor. Ib] Elev. Below Top of Steel Contract No. nsSU3MITTAL 9-11-06 142 CANAL STREET (6 0 3)2 2 4-7 4 5 3 2. All Dimensions shown are Center to Center. C"I Elev. Above Finished Floor O 4 }(TUS 20-0) Elev. of Top of Steel Drawn By EP / RBC SALEM, MA 01970 ON 181 B O�/ BOG ROAD (603)224-7467 fax 3. High Temperature Heads are to be Field Located Where Required. 4. All Pipes and Hangers are to be Installed per NEPA A13. ® Ceiling Height scale 1/8' = 1-0 Contractor. BOWINN 03304 bobcf pekomcast net 5. Hangers are to be U.L. Listed and F.M. Approved. Denotes Hanger Location o Rise up or dawn ANTHONY GATTINERI E—+ Data a-15-06 5 CRANBERRY LANE W Approval By LYNNFIELD, MA 01942 �rl Design Area No. 2 - LIGHT Design Area No. 1 - OH II Density 0.1 Area 1950 ADD SPRINKLERS IN STORAGE ADD Density 0.2 Area ENTIRE NOTE Flow 600.162gpm 0 38.62 psi AND AT BOTOM OF STAIR GARAGERT PE DOOR.INKLER AD UNDER now 421.598gpm 0 76.53 psi EXISTING SYSTEM I S DRY TYPE Includes 250 gpm Hose allowance 7RAPPEDI PIVALVE E L V E FOR Includes zso gpm Hose once REPIPE USING ARM-OVER/MUD LOOP I _ SEE DETAIL BELOW. ORDINARY HAZARD PIPE SCHEDULE _-- — —� las 201 " • I • ADD SP NKLE H D UNDER HYDRAULIC CALCULATIONS FOR REMOTE ° , O CARPENTRY GARAGE TYPE DOOR DESIGN AREA INDICATE SYSTEM -� 222 EVANGELICAL 215 y, ADD DRAN VALVE FOR „ > PENTECOSTAL • _ TOOLS & SELF TRAPPEDPIPE.b CHURCH " 05 • 101 " ADD SPRINKLERS TO THIS 20 202 • STORAGEN SPACE. ( PIPE OFF OF REQUIREMENTS TO DELIVER A DENSITY ` ` 1 r a GLASS ANGLE CLOSEST 4' MAIN,) ❑F 0,20 OVER 1950 SQ. FT FOR AREAS - � - O � NEW 1) 3) AND 4. REMOTE AREAS 2 AND 5 r - EVANGE CAL ° 2i6 " 9- - ARE LIGHT HAZARD, PENTECO TAL •O •O EMPTY g yam} • r O _ T SALEM TAXI ^o"s A D SP INKLER HEAD UNDER EVANGELICAL PENTECOSTAL GARAGE G RAGE TYPE DOOR. • ° I' -�' CHURCH ° 6 • 102 „ • "ADD IN VALVE FOR 223 ALL MODIFICATIONS REQUIRED FOR THE EVA GELICA " 2a6 " 203 AUTO °� °^ TAP D PIPE. SYSTEM TO MEET NEPA 13-2002 ARE - REPAIR NORTH SHORE EVANGE CAL EN ECOSTA CLOUDED, THE INSTALLING � �$ ''� ,mPENTECO TAL UCH " 217 :g I Y �gV CARC ANT � -_ • _ _ — CHURCH: - E CONTRACTOR IS RESPONSIBLE FOR ALL 224 9 _ 204 1 A D s INKLER HEAD UNDER .. " O " 213 los - 1010 D'i ADDA AIN VALVE FOR FEES AND PERMITS AND INSPECTIONS 218 = - ` ° w „ T AP D PIPE. D\ a X07 •N 103 Yr LINE LINE-X"w a 2 s z2o z1a 210 n1 _ _ - BY THE LOCAL AUTHORITY, :a 0 "°" aI 112 3' RISER UP - ADD SPR LER HEAD UNDER GARAGE TYPE DOOR. •y - TRAPPED DRAIN PIPE LVE FOR • 1' • 1• • I• a 1' - a 1' > IY • 1• • 1• - • • 1• • I• I•. 1 e P • ADD SPRINKLER HEAD UNDER ADD NEW 4' FEED MAIN y,sir ac GARAGE TYPE DOO , Is-s sccx euas¢n srsas ADD DRAIN ALV i FOR ^' 14 o TRAPPED PIPE. ADD SPRINKLER HEADS BELOW DRYWALL LINE-X EXISTING RISER LOCATION CEILING R REMOVE CEILING. SEE DETAIL FOR PIPING. - EXISTING RISER DETAIL Y• = - 28 48 = ~ 1 4' 6' 27 1' OR - 6' U,G • P • P • I • • + • • • P • P • _ - 47 OA.. • 1' • 1• - e 1• 1Y' 1' 1• 261 - o-0 FOOTLINERS &CAM ADD SPRINKL R HEAD UNDER TYPESHEE AN SALES SHOES BAYS ADDADRAIN VALVE FOR PIP . ADR SPRINKLER H RAD UNDER TRAPPED GARAGE TYPE DOOR. 54 52 ADD DRAIN VALVE FOR — J O •46 O 51 43 42 a1 + 24- DD SPRINKLER HEADS AT REPLACE PAINTED SPRINKLER HEADS TY TRAPPED PIPE. - r r 1• r r r -r 1• 1• I• r r E DS C P OF 12) a e e a • _ a e • a � 9 _ _ - BOTH L V e E ELS. 6Y A W BRA ZUS TOWING 2 STORY - LEVEL. AND REPAIR GARAGE ADD SPRINKLER R- H DER DP — Y t• — GARAGE Y A�FFII � PE�7BR- 53 45 39 36 37 36 a 18-3 �5-1 a ADD DRAIN VA VE FOR 40 35 23 — TRAPPED PIPE, • P • r • 4• • 1• • • '• • • -0 e a • P I, - 1, 7 -0 • 1 • -J t' - �' - t• t. 1• 1' 2- a ADD SERIN LER HEAD UNDER L b GARAGE TYIIE DOOR. ADD DRAIN VALVE FOR 1 TRAPPED P E. 4.4 34 33 32 31 30 - - ' 22 a I e - I• I• > I• • P r a e r > P e I• t• _ r _ r a 211' _ 21 ABC AUTO DETAILING OR N ° AND MECH NICS BFP" a —� OWN TO BASEMENT DRILL MT AND v Design Area No. 3 - OH II ADD SPRINKLERS Density 0.20 Area-; 1950 1p' 1,7 oN HERTZ CAR, y HA Flow 823.45 gptn fi ^63.1'' rpsi :w 0 187e RENTAL SALES Includes 250 .gprrk Hose allowance i' 4- 4 ASSECI ES, > - INC NET TO SCALE — _ HERTZ CAR RENTAL REPLACE PAINTED SPRINKLER HEADS AND ❑ ❑ ❑ REHANG PIPE FOR PROPER DRAINAGE. 19 ADD SPRINKLER IN HOT WATER CLOSET. ADD SPRINKLER READ DER I GARAGE TYPE DOOR. ADD DRAIN VALVE F I TRAPPED PIPE. a 30 I D • I' Y • P • I' •. 1• > as lora w-a a • lY-0 First Floor Plan 1 8 " — V - 0 , 7 VACANT SPACE I �T ADD SPRINKLER-HEA NDER GARAGE TYPE DOOR. 04 - ADD DRAIN VALVE OR Y TRAPPED PIPE, • 1 • r • 1• • Io-0 • • • •� n• DRILL AND - _ 1 ADD SPRINKLERS 301 [1AFF'] I - N Y N 03s • • • 16 12 J 11 10 9 8 7 [10'4'] r • r • 1• 41 416 415 a t 1 / RELOCATE HEADS WITHIN 12' OF TOP OF GNq 4 SKYLIGHT(CHANGE TO INTERMEDIATE TEMP)OR HEAD IF �, Q TTHANL32 NSQUARE FEET IN AREATA D ATS -A\ 10 IN e "^ LEAST 10 FEET AWAY FROM ADJACENT • � S� °� RETURN BEND DROP TO n SKYLIGHTS. CDI SPRINKLER IN CEILING 021 ^� > R F - - a e e > LJ 15 6 5 4 3 2 , 4141 • 1' 7 • Y • 1• _ > 1• • 1' • I 413 20'8' 412 413 0 409 408 i ln- n VI ,aP RE PIPE DROPS OFF OF TOP OF BRANCH LINE OVERS MUD LOOPS.SING ARM • e 40 11'1'� 40s 404 403 402 401 - I 3' RISER DOWN Design Area No. 4 - OH II CHANGE MAINS TO 4' AND Density 0.20 Area 1950 4 1 BRANCH LINE PIPING TO 1�' Flow 750.365gpm 0 78.44 psi PIPING TO PROVIDE A ORD, Includes 250 gpm Hose allowance T Design Area No. 5 - UGHT HAZARD GROUP II DENSITY OF .2/1950. 9 9 9 9 9 Densly 0.1 Area 1950 1 /8 — 1 — 0 Flow 582.166gpm ® 53.102 psi SPRINKLER BRANCH PIPING ROB s� 9 Includes 250 gpm Hose allowance o CUM N Second F I o o r Planm }� ® flflEpR F f1 q y REDUCER 4 NO.302 FINISH CEILING y9Forsraa�°��¢ ' /GnnY fNG General Notes Symbols Number of S rinklers Drawing FIRST/SECOND FLOOR FP PLAN Job: Symbol Description Total This sheet Total This .rob Title ANTHONY GATTINERI PROPERTY 1. All Pipe Locations are to be Field Measured Prior to Fabrication Q Hydraulic Reference Points Symbol Desert tion Revisions: Date: t� ROBERT C U M M I N G S & A S S O C I A T E S P L L C and Installation by Sprinkler Contractor, Els Elev. Below Top of Steel Contract No. SUBMITTAL 9-I1-06 142 CANAL STREET (6 0 3)2 2 4-7 4 5 3 2. An Dimensions Shown are Center to Center. C a-0] Elev. Above Finished Floor 0 3. High Temperature Heads are to be Field Located Where Required. +aos 2a-o 1 Elev. of Top of Steel Drawn By EP / RBC SALEM, MA 01970 CD 181 B H W B H G ROAD (603)224-7467 fax j 4. All Pipes and Hangers are to be Installed13.er NFPA ® Ceiling Height v--II P � Scale 1/e^ = 1-o Contractor: BOW) NH i0 3 3 0 4 b o b e f pe@comcost.net B. Hangers are to be U.L. Listed and F.M. Approved. o Rise Denotes up or Hanger Location ANTHONY GATTINERI E-Y Date a-ls-oa 5 CRANBERRY LANE W Approval By LYNNFIELD, MA 01942 �odu�4r S�Y„� T� be CehTevYc ov of (3v,tdia` /1,pprvo� , L 1,e.e TL,e k�� ev' is ^ UW ©Qp Poo _� f c; �m - w m • M .,; . : attni r F01._ARnin® 5 FF''"Y plc ' mac` it �b- 3`xaY`sa� 3'yo�- - — f I 1 1117. _--�� n'�P0 POLAROID® e mod,) LGf S �� W k ri, e fFceS C) liiM----- �-__ . .1� � �_ �'' ,,. : POLAROmO F F 1 _ Pa;, ;CO T • YSYYE AO CITY OF SALEM BUILDING PETIT y1 P' ' �,� y �., CITY OF SALEM, MASSACHUSETTS r��• • BUILDING DEPARTMENT �? 120 WASHINGTON STREET, 3w FLOOR TEL (978) 745-9595 FAx(978) 740-9846 ICIMBERLEY DRISCOLL MAYOR THOMAS Sr.PtERRE DIRECTOR OF PUBLIC PROPERTY/BUILDING COMMISSIONER June 16, 2006 Anthony Gattineri—Trustee PHI Realty Trust 142 Canal Street Salem, Ma. 01970 RE: Building Code Violation 142 Canal Street Dear Mr. Gattineri: On April 21, 2006,you were handed a letter by me removing the occupancies of 3 tenant spaces at your building. That letter and a follow up letter dated May 11, 2006 clearly specified that none of the three spaces were to be reoccupied until Certificates of Inspection were issued by this office. A Fire Department call on Friday, June 9, 2006 identified that you had allowed a garage bay to be reoccupied. A complaint has been filed in Salem District Court which is scheduled to be heard on July 5, 2006 at 11:30 a.m. The penalty for building code violations is up to $1000.00 a day fine and/or one year in jail. You are directed to again cease occupying this tenant space. Once again, if you feel you are aggrieved by this action,your appeal is to the Board of Building Regulations and Standards in Boston. Sincerely, Thomas St. Pierre Building Commissioner Zoning Enforcement Officer r cc: Jason Silva, Mayors Office Councillor John Pelletier, Ward 3 Councillor Matt Veno, Ward 5 Councillor Joseph O'Keefe, Ward 7 Lt. Erin Griffin, Fire Prevention Fire Chief David Cody soCITY OF SALEM PUBLIC PROPRERTY DEPARTMENT KMBERLEY DRISCOLL MAYOR 120 WASHLNGTON STREET 0 SALEM,MASSACHUSETTS 01970 TEL:978-745-9595 ♦FAX:978-740-9846 April 21, 2006 PHI Realty Trust LLC Anthony Gattemeri, Trustee 142 Canal Street Salem, MA 01970 Mr. Gatterneri; An inspection of the buildings located at 142 Canal Street, was conducted today. I was asked to join Inspector Holloran of the Salem Fire Prevention Office as well as three representatives of the State Fire Marshall's Office. There are multiple tenants throughout the building. Many Code violations exist and will be addressed with a follow-up letter. The immediate concern is the occupancy of the second floor Dance Studio, the first floor Church, and the Garage Bay occupied by Ventura Auto Repair. None of these spaces have Certificates of Occupancy, or Certificates of Inspection, as reqired by Section 120 and 106 of the State Building Code. Additionally, the Required Egresses do not exists as required in Section 8 of the State Building Code. You are ordered to Cease and Desist occupying these three (3) spaces immediately until such time as a Certificate of Occupancy is issued for each space. If you feel you are aggrieved by this order, your appeal is to the board of Building Regulations and Standards in Boston. Failure to comply with this order will result in compliant being filed in District Court at Salem. The penalty for these violations is one(1) year in jail and/or$1000 per day fine. Sincerely, Thomas J. St. Pierre Building Commissioner/Zoning Enforcement Officer CC: file, Mayor's Office, SFD Fire Prevention Office, Chief Cody, Salem PD, State Fire Marshall's Office, Attorney George Atkins (by hand) CITY OF SALEM PUBLIC PROPRERTY DEPARTMENT ®�� KIMBERLEY DRISCOLL MAYOR 120 WASHINGTON STREET♦SALEM,MASSACHUSETTS 01970 TEL:978-745-9595 ♦FAX:978-740-9846 May 11, 2006 ATT: Nelson P. Lovins Lovins &Metcalf Chestnut Green 10 Cedar Street Woburn, Ma. 01801 RE: PHI Realty Trust, Anthony Gattineri, Trustee 142 Canal Street, Salem Dear Mr.Lovins: The inspection prior to April 21 and the inspection on April 20, identified serious code deficiencies in your clients building. In the interest of public safety, I chose to close down the two spaces that contained "Assembly Use Groups" i.e. the Church and the Dance Studio:" We also shut down the Ventura Auto Shop because of serious egress problems. Please be advised, although the follow up letter was delayed, your client, Mr. Gattineri, who was represented by Legal Council, was given clear verbal directions that his best and most immediate action would be to hire a licensed architect to begin to identify code problems and to design working drawings. The State Fire Marshall's representative gave this same advice to Mr. Gattineri. Mr. Gattineri offered the name of a local Architectural Firm, H, H Morant and we informed him that we were familiar with the firm and that they would be capable of providing the code review and drawings needed. Now I will address the building code and fire code issues. Mr. Gattineri's building was a single occupying Car Dealership. Over the years, Mr. Gattineri, with a couple of exceptions, created several tenant spaces without the required building permits, drawings or any consideration of life safety items and alarm systems. This has resulted in a mixed use building containing tenants that range from body shops, car detailing, car repair, car detailing, spray on truck bed liners, car windshields, dance studio, a Church and probably of the most concern a tenant storing large volumes-of�foam plastics. With few exceptions, none of the tenant spaces have Occupancy Permits. The Massachusetts State Building Code, 780 CMR, governs construction, reconstruction , alteration, demolition, removal, inspections, issuance, and revocation of permits, licenses, installations of equipment, classification and definition of any building or structure and use or occupancy of all buildings and structures, ect. A building owner, who wishes to construct, alter, repair or remove a building or to change the use of occupancy of a building or structure or to install mechanical equipment governed by the building code, must first submit a written application to the Building Official. 780 CMR, Section 1101, and Sections 110.2.1 through 110.14 outlines the requirements needed to apply for a permit. Section 110.8 specifically requires engineering details, reports,calculations, plans and specifications. The plans must contain sufficient details to fully describe the work intended, including, structural, fire protection, fire alarm, mechanical, light and ventilation, energy conservation, architectural access and egress systems. These plans are required to be stamped by a registered Engineer (Fire Alarm, Sprinklers) as well as a Registered Architect. Sections 111.1 through 111.15 outlines permits. Section 115.1 through 115.9 outlines required inspections. Section 116.1 through 116.5 outlines the responsibilities of the Architect, Engineer, Building Official and Building Owner. Section 120.1 through Section 120.5.4 outlines Certificates of Occupancy. All of the information mentioned above is in the First Chapter of the State Building Code and is 33 pages long. Mr Gattineri's attempt to have a sprinkler company begin work in the building is exactly what caused the building to become what it is today. Work has been done, in different areas without any consideration of impacts on overall building performance. Sprinklers need to be designed for specific occupancies. Tennant separation requires rated walls, ceilings and floors, which are determined by many building factors including area, height, type of construction and different occupancies. Egress corridors, emergency lighting and other building conditions are also determined by the same factors. In closing, your client needs to secure the services of a licensed Architect as well as a Fire Protection Engineer. Drawings,prepared by the Architect and Engineer need to be submitted to this Department as well as Fire Prevention for review, along with a completed building permit application. Following the review, a permit will be issued and work can proceed. The Architect will be responsible, under control construction, to arrange for required inspections during construction. Upon completion of construction and all inspections, a Certificate of Occupancy will be issued. It is not the function of the Building Official or Fire Department personnel to design your clients building. P In fact, it would not be legal for either party to act as a design professional. As I mentioned in the April 20 letter, if you feel you are aggrieved by this order, your appeal is to the Board of Building Regulations and Standards in Boston. The appeal is not to the Mayor's Office, City Council,Fire Department or any other branch of City Government. At this time, I do not feel a meeting is necessary. If you wish to have a meeting with your client,s Architects and or design professionals regarding building issues, I will be happy to arrange that meeting. Sincerely, Thomas St. Pierre Building Commissioner Zoning Enforcement Officer cc: Mayor Kimberley Driscoll Jason Silver, Chief of Staff David Cody,Fire Chief Fire Prevention Elizabeth Rennard, City Solicitor Attorney George Atkins Councillor Veno �i CITY OF SALEM, MASSACHUSETTS BUILDING DEPARTNIENT 120 WASHINGTON STREET, 3° FLOOR TEL (978) 745-9595 FAX(978) 740-9846 1CIMBERLEY DRISCOLL MAYOR DIRECTOR ST-PIERRE DIRECTOR OF PUBLIC PROPERTY/BUILDING COMMISSIONER June 16, 2006 Anthony Gattineri—Trustee PHI Realty Trust 142 Canal Street Salem, Ma. 01970 RE: Building Code Violation 142 Canal Street Dear Mr. Gattineri: On April 21,2006, you were handed a letter by me removing the occupancies of 3 tenant spaces at your building. That letter and a follow up letter dated May 11, 2006 clearly specified that none of the three spaces were to be reoccupied until Certificates of Inspection were issued by this office. A Fire Department call on Friday, June 9, 2006 identified that you had allowed a garage bay to be reoccupied. A complaint has been filed in Salem District Court which is scheduled to be heard on July 5, 2006 at 11:30 a.m. The penalty for building code violations is up to $1000.00 a day fine and/or one year in jail. You are directed to again cease occupying this tenant space. Once again, if you feel you are aggrieved by this action,your appeal is to the Board of Building Regulations and Standards in Boston. Sincerely, Thomas St. Pierre Building Commissioner Zoning Enforcement Officer cc: Jason Silva, Mayors Office Councillor John Pelletier,Ward 3 Councillor Matt Veno, Ward 5 Councillor Joseph O'Keefe, Ward 7 Lt. Erin Griffin,Fire Prevention Fire Chief David Cody LOVINS & METCALF 'R Attorneys At Law Chestnut Green Ten Cedar Street • Woburn • Massachusetts • 01801 -and Boston (781)938-8800 (888)656-8467 FAX (781)938-4753 E-MAIL nlovins@lovinslaw.com WEB SITE www.lovinslaw.com May 4, 2006 VIA FACSIMILE & MAIL Mr. Thomas J. St. Pierre Building Commissioner City of Salem 120 Washington Street Salem, MA 01970 Mr. Charles R.Holloran, Jr. Fire Inspector Salem Fire Department 29 Fort Avenue Salem, MA 01970 Re: PHI Realty Trust, LLC, Anthony Gattineri, Trustee, 142 Canal St., Salem Gentlemen: Please be advised that we have been engaged to represent Mr. Gattineri with respect to certain issues at 142 Canal Street in Salem. Mr. Gattineri found it necessary to retain this law firm because of the difficulties he has experienced with regard to an identification of those issues and coordinating municipal and state officials for a remedy regarding the same. Let me be very clear at the outset that my client's goal is to resolve any issues which the City identifies and to do so immediately. He has been a substantial business person and property owner in Salem for a number of years. However, Mr. Gattineri cannot accomplish that goal without that identification. The matters addressed herein apparently first arose on April 21st during an inspection. At the time, for some reason unknown to Mr. Gattineri, one or both of you called the State Fire Marshall in and Mr. Gattineri was cited for a Fire Code Violation, a copy of which I have enclosed. Although,these fines were paid on April 25th, it is not possible to decipher either the location or nature of the violation. Rather than providing a clear understanding so that my client could resolve these problems, one or both of you, or Mr. Dana Haagenasen of the State Fire Marshall's Office, instructed Mr. Gattineri to hire an expert to provide a complete first safety analysis. LOVINS & METCALF � y Mr. Thomas J. St.Pierre Mr. Charles R. Hollaran, Jr. May 4, 2006 Page 2 If that analysis is required, my client will be pleased to obtain it. However, it strikes me that the City should provide Mr. Gattineri with a clear road map as to any violation rather than vice versa. When it does so, my client will respond immediately. In fact, despite not really knowing whether he was legally obligated to provide this analysis to the City, Mr.-Gattineri actually began to make plans for the same. In the meantime, however, because of his desire to resolve all outstanding issues as quickly as possible, and in good faith, Mr. Gattineri hired Legend Fire Protection of North Kingstown, Rhode Island (licensed in both Massachusetts and Rhode Island) to address sprinkler system issues. We are advised that when he attempted to obtain a permit on or about May 3`d, that he was told"don't bother"by either one of you, someone in your department, or Mr. Haagensen because of the necessity for the analysis. If this in fact happened, I am astounded. I don't quite understand how the City can complain about violations, albeit ill defined, and then refuse the property owner the right to proceed to a remedy. With regard to these fire code violations, it is for the City or the State to define them with sufficient certainty so that my client can proceed to remedy them. It is neither fair nor appropriate to put my client in a position of having to guess, and then to be denied the right to fix the problem when he tries to do so. Accordingly, with regard to any Fire Code Violations we are calling for a specific identification of the nature and location of the violation. Upon issuance of the same, I trust my client will be issued permits (if necessary)to fix the problem. With regard to Mr. St. Pierre's letter of April 21st, a copy of which I have attached, occupants of the three spaces in question have been asked to vacate. However, that letter recites that"many code violations exist and will be addressed with a followed- up letter." Again my client has been lett to speculate. it has now been nearly two weeks since that letter and my client has not received a"follow-up letter." As with the ill defined fire code violations, Mr. Gattineri cannot fix a problem unless it is identified. Instead of providing that identification, we are advised that the Building Department through Mr. Joseph Barbeau, on May 3rd, told one of Mr. Gattineri's tenants seeking a Certificate of Occupany, that Mr. Gattineri was ignoring the problems at 142 Canal Street. Clearly this is improper and unfair. Even if it were true, these statements should not be made, worse yet is that they are untrue. LOVINS & METCALF Mr. Thomas J. St.Pierre Mr. Charles-R. Hollaran, Jr. May 4, 2006 Page 2 Again, in a spirit of good faith and with a view to working together, we simply call upon the City to identify the problems and they will be addressed. The goal here is not to become involved in a debate or create a contentious atmosphere, but rather to get this matter on the right track, and to do it NOW. Both my client and I are prepared to meet immediately with you, or any of the parties to whom this letter is copied to resolve these matters. It does neither the City, nor my client, who has been a good business citizen of Salem, any good to protract or escalate this matter. We should work together towards a resolution. Very truly yo Nelson . Lovins NPL/js Enclosure Cc: Honorable Kimberly Driscoll Mr. Dana R. Haagensen Mr. Andrew Murphy James G. Gilbert, Esquire Mr. Anthony Gattineri TICKF T# N1LASSAC[1USETTS NON-CRIM_INAt, FIRE CODE VIOLATioN NOTICE F051 - 0'-) 0 4.2 (Issued pursuant to PAIGt,c.148A and Q7 CNI OFFICER LD,NO. II npTE ISSUED DEPpPYNEIIT ISSU1116 NOTICE I ISSUED BV:011 HEAO OF FVI'_DEPAHUIEHI(OP OESM.IIEC) FIFE CODE EUFaRCEM1IEUT OFFICER(PP{P,IT NA,JE) 1" USTITE FIFE MARSHAL(OP DESIGIIEE) –Y T'— �U � /_. ,yrs�/ �.� /L♦__. -.— I `/ NAME OF OF.CHDER(LA ET) ___ ---- STATE TIG C.00E AoDPEus STATE ZIP COOE 110 1ELOCATI011 eF VIDLATgOOr IOLATIOR, TV i : may'/. ; �� , si -- -� - - ❑No specific conditions to be corrected ATIONs(s). Fire Code, 527 CMR (Code of Massachusetts Regulations) CHeCk One;. Continuing conditions to be corrected within 24 hours C. I A., ❑Warnings of violations)only monditions to be corrected by: (date)8. _ a Violation(s)527 CMR (1°' offense=$100. 2^doffense=$500. 31" or subsequent= $1000.) Description of Condition: Description Assessment i +/,a- a'f SXR $ - Sec: frT ✓YJGi�, G/n c2 /' A% rit-f/'m L*rP Sec: /0, 33 /q �u fo 9�P S y n 4rPss X46 $ lc — Sec: o Ef �a,�(rr -1'a C.�i�aI'n cay/JefMi'f' fD M nc�i t Y rn s/ $ Sec: /�dC>' $ Sec: - u Report Attached ❑ Yes ❑ NO Total Amount Due: $ s'OcJ Cl This is a 2ndor subsequent offense Date(s)of prior Offense(s) OFFlCEg CERTIFICATION: I certify that I am authorized to issue this Massachusetts Fire Code Violation Notice in accordance with the provisions of M.G.L. m 148a. I further certify that(check one): I have delivere a copy of this violation to the offender,or the offender's agent at the time and place of the violation Signature ofE der- ago t-of the-offender-upon-receipt: — -- -- ------ --- ----. -- ---- -_-- - - ...-- Date. Name: ❑ Ch here if offender refused to accept delivery(Note:Whoever upon the request of any local or state code enforcement officer refuses to state his/her name an address shall be punished by a fine of not more than$200.00(M.G.L.C140A.} p I have mailed a copy of this violation notice to the offender at the dlast known address.offender's last known address. - of this violation at the offender's asFOffer Signaturelc ° 711,71 t,yv ❑ 1 have delivered a copy 'Afl �I C3 Address of mailing or delivery: I D MAKE PAYMENT OR REQUEST AN APPEAL Ti ° Northeast Housing CO'_Irt Return payment to: Pt ace t Fenton Judicial Center `� Rix Sr�E Fal r Department ofFi.reServices 2 Appleton Street PO Box 1025-State Road Lawrence, MA 01840 IMP PA T �NSTR ilCTlO� Stow, MA 01775-1025 _ a CITY OF SALEM PUBLIC PROPRERTY DEPARTMENT KIMBERLEY DRISCOLL MAYOR 120 WASHING PON STREET ♦ SALEM,MASSACHUSETTS 01970 TEL:978-745-9595 ♦FAX:978-740-9846 April 21, 2006 PHI Realty Trust LLC Anthony Gatterneri, Trustee 142 Canal Street Salem, MA 01970 Mr. Gatterneri; An inspection of the buildings located at 142 Canal Street, was conducted today. I was asked to join Inspector Holloran of the Salem Fire Prevention Office as well as three representatives of the State Fire Marshall's Office. There are multiple tenants throughout the building. Many Code violations exist and will be addressed with a follow-un letter. . . The immediate concern is the occupancy of the second floor Dance Studio, the first floor Church, and the Garage Bay occupied by Ventura Auto Repair. None of these spaces have Certificates of Occupancy, or Certificates of Inspection, as reqired by Section 120 and 106 of the State Building Code. Additionally, the Required Egresses do not exists as required in Section 8 of the State Building Code. You are ordered to Cease and Desist occupying these three (3) spaces immediately until such time as a Certificate of Occupancy is issued for each space. If you feel you are aggrieved by this order, your appeal is to the board of Building Regulations and Standards in Boston. Failure to comply with this order will result in compliant being filed in District Court at Salem. The penalty for these violations is one (1) year in jail and/or $1000 per day fine. Since y, Thomas J. St. Pierre Building Commissioner/Zoning Enforcement Officer CC: file, Mayor's Office, SFD Fire Prevention Office, Chief Cody, Salem PD, State Fire Marshall's Office, Attorney George Atkins (by hand) / i CITY OF SM E.N1, INUSSACHUSETTS • Bun=NG DEP xR"m&NT 130 W AsmNGTON STREET,3r F100R TEL (978) 745-9595 1, D F.+x(978) 740-9846 KI\iBERLEY DRISCOLL MAYOR T Homs ST.Pmm DIRECTOR OF PUBLIC PROPERTY/BUILDING COWMISSIONER June 2, 2006 Jason Marchand Property Manager PHI Realty Trust 142 Canal Street Salem, Ma. 01970 RE: Complaint letter of June 1, 2006 Mr. Marchand: I have received your letter complaining about this Department not giving your contractor a verbal approval to roof your building. We do not give permits over the counter. We receive the application, review the contractor information as well as workmen's compensation. The State Building Code 780 CMR, Section 111 gives us 30 days to review a permit at which time we approve or deny a permit. It is not the practice of this office to take 30 days. We make a concerted effort to mail out simple permits in just a few days. Also, to set the record straight, I did not speak with your"contractor" Mr. Martaragas. An interesting side note, I grabbed the paperwork for this permit and discovered that Mr. Mataragas is not even a licensed contractor in this state. He is using Scott Levasseur's license 4091683. Also, the workmen's compensation form, required by the State law in not filled out. At this time Mr. Levasseur will need to come by this office in person and correctly apply for both a permit and correctly fill out the workmen's compensation forms. .If you feel you are aggrieved by this order, your appeal is to the Board of Building Regulations and Standards in Boston, Ma. 02108. There telephone number is 617-727- 3200. Sin 7ly, n l Zp—h•,o Thomas St. Pierre Building Commissioner cc: Anthony Gattineri Mayors Office V :<4v BUILDING DEPT. 6/1/06 7.a MAY 32 A II: S4 RF..CEIVED To whom it may concern, �, t 'O' SALEM. MA It was brought to my attention that this morning one of our contractors came to the building department to pick up a building permit for the repair of a roof at our property located at 142 Canal St Salem. The contractor Chris Mataragas was told that he could not get the permit from Tom St Pierre and that it would be mailed with in a couple of days. Due to the prevalence of severe thunder showers and heavy rain in our area we feel that this delay will have significant monetary consequences if in fact we due receive heavy rains with the roof in its current condition. Everyday that we cannot start work on the roof pushes us further into the possibility of financial hardship and detriment to the remaining tenants at 142 Canal St. 4,ason Marchand Property Manager Phi Realty 142 Canal St Salem MA 01970 617-202-8613 .�o CITY OF SALEM9 MASSACHUSETTS PUBLIC PROPERTY DEPARTMENT 3 - 120 WASHINGTON STREET, 3RD FLOOR SALEM, MAO 1970 'a TEL. (978) 745-9595 EXT. 380 ��NMB FAX (978) 740-9846 STANLEY J. LISOVICZ, JR. MAYOR September 25, 2002 8-10 Broadway Realty Trust LLC !!99 142 Canal Street Salem, Ma. 01970 Dear Mr. Gattineri: Please be advised, the trailer you have stored in the front yard of your property violated the City of Salem Zoning Ordinance Section 7-1(2) —Trailers. Since we discussed the matter previously, you are directed to remove this trailer immediately. Also, I looked into your question about off site parking. The section that I talked to you about would only apply to a new project that was being built today. Jeffrey Brother's Parking requirements were grandfathered. Any additional parking they are able to secure is above whu they are required to have /Sincerely, Thomas St. Pierre Acting Building Commissioner cc: Mayors Office Tom Phillbin Councillor Driscoll r LEM MASSACHUSETTS o CITY OF SA � PUBLIC PROPERTY DEPARTMENT VO�� 120 WASHINGTON STREET, 3RD FLOOR s Q SALEM, MA O 1970 TEL. (978) 745-9595 EXT. 380 �pglryg FAX (978) 740-9846 STANLEY J. USOVICZ, JR. MAYOR October 28, 2002 City of Salem Licensing Board 120 Washington Street Salem,Ma. 01970 RE: Application of Joseph Duyon Dear Board Members: This correspondence is to inform the members of the Board of a problem my department is having at 142-149 Canal Street, Mr. Gattineri. Mr. Gattineri has been summoned to court on November 13, 2002 regarding a deliberate zoning violation on the above-mentioned property. I would ask that the Licensing Board postpone any action on Mr. Duyon's petition until this matter with Mr. Gattineri has been settled. This letter is not in any way to reflect on Mr. Duyon or his business. To date, this department has no problem with Mr. Duyon oif his business. Thank you for your attention in this matter. S* ly, — Thomas St. Pierre Acting Building Commissioner APPLICATION ❑ ADULT NUMBER Trial Court of Massachusetts FORCOMPLAINT ❑ JUVENILE District Court Department ❑ ARREST 'V HEARING ❑ SUMMONS ❑ WARRANT COURT DIVISION The within named complainant requests that a complaint issue against the within Salem01suvtcowl named defendant, charging said defendant with the.offense(s)listed below. DATE Street DATE OF APPLICATION DATE OF OFFENSE PLACE OF OFFENSE //.e' ///"7-) ♦G . - Saterr. MA.01920 NAME OF COMPLAINANT NO. OFFENSE G.L. Ch. and Sec ALES ND ZIP CODE OF COMPLAINANT .i 2. NAME,ADDRESS AND ZIP CODE OF DEFENDANT .J �r i T l� 1} E I 1�E 3. 4. COURT USE A hearing upon this complaint application DATEOF HEARING TIME OF HEARING COURT USE ONLY—* will be held at the above court address on AT 0 4---ONLY CASE PARTICULARS — BES ECIFIC NAME OF VICTIM DESCRIPTION OF PROPERTY VALUE OR PROPERTY TYPE OF CONTROLLED.y NO. Owner of property, Goods stolen,what Over or under SUBSTANCE OR WEAPON person assaulted,etc. destroyed,etc. $250. Maripiana,gun,etc. t t. ev r �e p Y 2 f1? ci 3 F 4 [ OTHER REMARKS: nn rfo, -/ s �/ 5 0ioyily //e IK S �PPh X pe;)' SIGNATURE OF COMPLAINANT DEFENDANT IDENTIFICATION INFORMATION — Complete data below if known. DATEOFBIRTH PLACEOF BIRTH SOCIAL SECURITY NUMBER SEX RACE HEIGHT WEIGHT EYES HAIR OCCUPATION EMPLOYERISCHOOL MOTHER'S NAME(MAIDEN) FATHER'S NAME rM y F DC-CR2(3/88) CITY OF SALEM �I' PUBLIC PROPRERTY DEPARTMENT KIMBERLEY DRISCOLL MAYOR 120 WASHINGTON STREET ♦SALEM,MASSACHUSETTS 01970 TEL:978-745-9595 ♦FAX:978-740-9846 April 21, 2006 PHI Realty Trust LLC Anthony Gatterneri, Trustee 142 Canal Street Salem, MA 01970 Mr. Gattemeri; An inspection of the buildings located at 142 Canal Street, was conducted today. I was asked to join Inspector Holloran of the Salem Fire Prevention Office as well as three representatives of the State Fire Marshall's Office. There are multiple tenants throughout the building. Many Code violations exist and will be addressed with a follow-up letter. The immediate concern is the occupancy of the second floor Dance Studio, the first floor Church, and the Garage Bay occupied by Ventura Auto Repair. None of these spaces have Certificates of Occupancy, or Certificates of Inspection, as reqired by Section 120 and 106 of the State Building Code. Additionally, the Required Egresses do not exists as required in Section 8 of the State Building Code. You are ordered to Cease and Desist occupying these three (3) spaces immediately until such time as a Certificate of Occupancy is issued for each space. If you feel you are aggrieved by this order, your appeal is to the board of Building Regulations and Standards in Boston. Failure to comply with this order will result in compliant being filed in District Court at Salem. The penalty for these violations is one (1) year in jail and/or$1000 per day fine. Sincerely, Thomas J. St. Pierre Building Commissioner/Zoning Enforcement Officer CC: file, Mayor's Office, SFD Fire Prevention Office, Chief Cody, Salem PD, State Fire Marshall's Office, Attorney George Atkins (by hand) 3-26-1998 9:29AM FROM p. 1 Cita of Salem, Massachusetts Fire Department 48 Lafayette Street Robert W.Turner Salem,Massarhasetts 01970.3695 Chief Tel. Buureaureau978-744-1235 97ie tion f 978-744.6990 Fax 978-745-4646 978-745-7777 FAX: 978-745-9402 NAME> DIGREGORIP_AU.TB BO - DATE: MARCH 25, 1998 ADDRES . -42R CANAL ST RE: 1428 CANAL STREET CITY TATE T,-P 15 LEM, MA. 01970 50A BROADWAY DER SIR/MADAM: AS A RESULT OF A GOMPLAINT/COMMUNICATION RECEIVED FROM THE SALEM FIRE DEPARTMENT (28PT P1PCE0^EQ) RELATIVE TO THE ABOVE LISTED 9WELLTRG/PROPERTY, IT IS IMPERATIVE THAT THE SALEM FIRE PREVENTION BUREAU CONDUCT A COMPLETE SAFETY INSPECTION OF SAID B6iLt.LZNG/ PROPERTY. PLEASE CONTACT THIS OFFICE IMMEDIATELY IN ORDER TO SET UP A TIME AND DATE FOR THE INSPECTION. YOUR CONTACT PERSON IS FIRE INSPECTOR FRANK PRECZEWSKI, MY PHONE NUMBER IS LISTED ABOVE ON THE RIGHT. THE OFFICE HOURS ARE FROM 8:OOAM TO 9:OOAM AND 2:OOPM TO 4:OOPM MONDAY THROUGH FRIDAY(EXCEPT HOLIDAYS). YOU HAVE FIVE (5) DAYS TO RESPOND TO THIS COMMUNICATION. 1. NO ACTIVE PERMITS TAKEN OUT FROM THIS OFFICE FOR EITHER LOCATION. SIGNED, KPRECZEWSKI FIRE INSPECTOR SALEM FIRE DEPARTMENT CC: HEALTH DEPT. BUILDING DEPT. POLICE DEPT, FILE. FORM#25R (12/97) 2-18-1998 2:33PM FROM STORAGE. INC. 6036736818 P. 2 STORAGE men TORN-KEY SOL97IONS FOR MINI-STORAGE Via Facsimile and Mail February 18, 1998 Mr. Leo Tremblay Building Inspection Department City Of Salem 1 Salem Green Salem,MA 01970 RE: Permit#54-1998 141 Canal Street, Suite 1 Dear Mr. Tremblay: I am writing to inform you that myself,nor anyone in my firm will be or has beers associated in any way with construction work occurring at the above referenced address. Operating in good faith, I originally applied for the permit for the property owner with a mutual understanding that my firm would be doing the work. Having performed no work on the premises, I have ended my relationship with the Owner. I am obliged to inform your department that myself,a properly licensed an( insured contractor, will not be taking responsibility for any of the work occurring on these prert;:ses. I therefore request that my name and license number be removed from the Demolition Vern-it that has been issued and the application for Building Permit that is under consideration by your office and the Fire Department. Thank-you for your attention to this matter. Please call with any questions. (603) 67)-3100. V truly yours I - Bennett Chandler Salem License#1730 MA License#CSO44803 C. Anthony Gattineri, California Enterprises P.O. BOX 655,BROOKLINE,NH 03033 PHUNe: (603)672-3100 PAx: (603) 673-6818 2-18-1998 2:32PM FROM STORAGE. INC. 6036736818 P. 1 snumnimc N TURN-KEY SOLUTIONS FOR MINI- STORAGE P.O. BOX 655, BROOKLINE, NH 03033 Phone: ('603) 672-3100 ♦Facsimile: (603) 673-6818 FACSIMILE TRANSMITTAL COVER� S7HgEET t Date: Time: I ?j!� Fax No._blU) Transmit To: SAI, E ILD 1 -4 L 7 6QN-(z7AALIVT— Sender: Number of Pages (Inc. this page): Please deliver to the following: (.� � `�• Message: If you experience any problems in receiving this information please call the sender at (603) 672-3100. THANK-YOU. (Citg of "Salem, cffifussadjusetts Pourb of ArPral J4N 28 2 44 P X88 c,I" or . DECISION ON THE PETITION OF ANTHONY i GATTINERI_T-RUSTEE_,_RE'i ifI h I''Y'S SPECIAL PERMIT FOR THE PROPERTY LOCATED AT�42 CANAL STREET (I) A hearing on this petition was held January 21, 1998 with the following Board Members present: Gary Barrett, Chairman; Nina Cohen, Albert Hill and Richard Dionne. Notice of the hearing was sent to abutters and others and notices of the hearing were properly published in the Salem Evening News in accordance with Massachusetts General Laws Chapter 40A. Petitioner is requesting a Special Permit to allow a self-storage warehouse and a Variance from parking for the property located at 142 Canal Street. The provision of the Salem Zoning Ordinance which is applicable to this request for a Special Permit is Section 5-3(j ) , which provides as follows: Notwithstanding anything to the contrary appearing in this Ordinance, the Board of Appeal may, in accordance with the procedure and conditions set forth in Sections 8-6 and 9-4, grant Special Permits for alterations and reconstruction of nonconforming structures, and for changes, enlargement, extension or expansion of nonconforming lots, land, structures, and uses, provided, however, that such change, extension, enlargement or expansion shall not be substantially more detrimental than the existing nonconforming use to the neighborhood. In more general terms, this Board is, when reviewing Special Permit requests, guided by the rule that a Special Permit request may be granted upon a finding by the Board that the grant of the Special Permit will promote the public health, safety, convenience and welfare of the City' s inhabitants. The Board of Appeal, after careful consideration of the evidence presented at the hearing and after viewing the plans, makes the following findings of fact: 1 . Petitioner was represented by George W. Atkins of 59 Federal St. 2. Petitioner requests to withdraw the Variance from parking without prejudice. 3. Petitioner sought a Special Permit to allow the building at 142 Canal Street to be used for a self-storage warehouse business containing up to 150 storage units, which is a retail use. 4 . Petitioner explained the proposed use would operate during normal business hours, and would increase traffic to the site by not more than 150 visits per month during normal business hours, and would enable some of the unused floor space within the building to be utilized. DECISION OF THE PETITION OF ANTHONY GATTINERI, TRUSTEE REQUESTING A SPECIAL PERMIT FOR THE PROPERTY LOCATED AT 142 CANAL STREET page two 5. In opposition to the proposed relief, Mr. John Costa of 104A Lafayette Street stated that the proposed use does not fit the neighborhood, and that 150 storage units would be too much €br ` he site. O On the basis of the above findings of fact, and on the evideno-, presented, the Board of Appeal concludes as follows: ;_ N 1 . The Special Permit requested can be granted without substaiidal- detriment to the public good or without nullifying and substantially derogating from the intent of the district or the purpose of theme cz ordinance. 60 m 2. The granting of the Special Permit requested will promote the public health, safety, convenience and welfare of the City's inhabitants and may be granted in harmony with the neighborhood. Therefore, the Zoning Board of Appeal voted unanimously, 4-0 to grant the Special Permit requested, subject to the following conditions: 1 . Petitioner shall comply with all city and state statutes, ordinances, codes and regulations. 2. All construction shall be done as per plans and dimensions submitted and approved by the Building Inspector. 3. All requirements of the Salem Fire Department relative to smoke and fire safety shall be strictly adhered to. 4 . Petitioner shall obtain a building permit prior to beginning any construction. S. A Certificate of Occupancy shall be obtained. 6. A Certificate of Inspection shall be obtained. SPECIAL PERMIT GRANTED January 21 , 1998 ��i��,J �� CSG�'ti•J Nina Cohen Board of Appeal DECISION OF THE PETITION OF ANTHONY GATTINERI REQUESTING A SPECIAL PERMIT FOR THE PROPERTY LOCATED AT 290 CANAL STREET -� page three A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK Appeal from this decision, if any, shall be made pursuant to Section 17 of MGL Chapter 40A and shall be filed within 20 days after the date of filing of this decision in the office of the City Clerk. Pursuant to MGL Chapter 40A, Section 11, the Variance or Special Permit granted herein shall not take effect until a copy of the decision, bearing the certification of the City Clerk that 20 days have elapsed and no appeal has been filed, or that, if such appeal has been filed, that it has been dismissed or denied is recorded in the South Essex Registry or Deeds and indexed under the name of the owner of record or is recorded and noted on the owner's Certificate of Title Board of Appeal r. N _ p i o_ F a T N cn m CITY OF SALEM� MASSACHUSETTS co PUBLIC PROPERTY DEPARTMENT 120 WASHINGTON STREET, 3RD FLOOR rp SALEM, MAO 1970 COpY . 10 TEL. (978)745-9595 EXT. 380 FAX (978) 740-9846 STANLEY J. USOVICZ, JR. MAYOR October 28, 2002 City of Salem Licensing Board 120 Washington Street Salem,Ma. 01970 RE: Application of Joseph Duyon Dear Board Members: This correspondence is to inform the members of the Board of a problem my department is having at 142-149 Canal Street,Mr. Gattineri. Mr. Gattineri has been summoned to court on November 13, 2002 regarding a deliberate zoning violation on the above-mentioned property. I would ask that the Licensing Board postpone any action on Mr. Duyon's petition until this matter with Mr. Gattineri has been settled. This letter is not in any way to reflect on Mr. Duyon or his business. To date, this department has no problem with Mr. Duyon othis business. Thank you for your attention in this matter. Sily, — Thomas St. Pierre Acting Building Commissioner S4- JUN 012006 6/1/06 CITY Ol SALE MAYOR'S OFFICEM To whom it may concern, 9 s; ri It was brought to my attention that this morning one of our contractors came to the building department to pick up a building permit for the repair of a roof at our property located at 142 Canal St Salem. The contractor Chris Mataragas was told that he could not get the permit from Tom St Pierre and that it would be mailed with in a couple of days. Due to the prevalence of severe thunder showers and heavy rain in our area we feel that this delay will have significant monetary consequences if in fact we due receive heavy rains with the roof in its current condition. Everyday that we cannot start work on the roof pushes us further into the possibility of financial hardship and detriment to the remaining tenants at 142 Canal St. Jason Marchand Property Manager Phi Realty 142 Canal St Salem MA 019.7.0 617-202-8613 CITY OF SAL FA4 NAXSSACHUSETTS BUILDING DEPART%IENT 130 WASHINGTON STREET, r FLOOR TEL (978) 74S-9S9S FAx(978)740-9846 KI.,tgF u FY DRISCOLL THOMAS ST.PIERRR b1AYOR DIRECTOR OF Pl.'HL1C PROPERTY/Ht.'IIDING COMLNQSSIONER June 2, 2006 Jason Marchand Property Manager PHI Realty Trust 142 Canal Street Salem, Ma. 01970 RE: Complaint letter of June 1, 2006 Mr. Marchand: I have received your letter complaining about this Department not giving your contractor a verbal approval to roof your building. We do not give permits over the counter. We receive the application, review the contractor information as well as workmen's compensation. The State Building Code 780 CMR, Section 111 gives us 30 days to review a permit at which time we approve or deny a permit. It is not the practice of this office to take 30 days. We make a concerted effort to mail out simple permits in just a few days. Also, to set the record straight, I did not speak with your"contractor" Mr. Martaragas. An interesting side note, I grabbed the paperwork for this permit and discovered that Mr. Mataragas is not even a licensed contractor in this state. He is using Scott Levasseur's license#091683. Also, the workmen's compensation form, p required by the State law in not filled out. At this time Mr. Levasseur will need to come by this office in person and correctly apply for both a permit and correctly fill out the workmen's compensation forms. , ��'as r If you feel you are aggrieved by this order, your appeal is to the Board of Building Regulations and Standards in Boston, Ma. 02108. There telephone number is 617-727- 3200. Sin ly, Thomas St. Pierre Building Commissioner cc: Anthony Gattineri Mayors Office IT CWe cpoan�nonu P,allf o�CJ��aQaacfctaal w (pzecu�r ue 6/0" 01— r&C dyalekrf CCQQ � �'�Zd/Jki%ZP/YGtQ��UKe VP//�Ilfr.'P/.r 96olr, 1025—Q%Ze, Read MITT ROMNEY � 1, — �1/ / Q y 09775 STEPHEN D.CO.AN GOVERNOR U4GQ .GZL! STATE FIRE MARSHAL KERRY HEALEY (978)567-3-100 (978)567^-3929 THOMAS P.LEONARD LT.GOVERNOR DEPUTY STATE FIRE MARSHAL ROBERT C.HAAS SECRETARY May 12, 2006 Inspector Charles R. Holloran, Jr. Salem Fire Department 29 Fort Avenue Salem MA 01970 Subject: 142 Canal Street, Salem MA Inspector: This message is in regards to the above property, and references: a site walktbrough conducted on April 21, 2006 with you, City of Salem Building Commissioner St. Pierre, and this Office; Massachusetts Non-Criminal Fire Code Violation Notice#F051-000425 (dated 4/21/06); and a letter from Lovins &Metcalf(dated 5/4/06). By copy, this letter is intended to reiterate action necessary by the building owner to rectify the fire code violations cited. The Violation Notice cites three fire code violations. The second and third cited violations are straightforwardly identified under"description" on the Notice. The first cited violation is for"failure to maintain a fire protection system: sprinkler head block," and references Section 1.06 of the Massachusetts Comprehensive Fire Safety Code(527 CMR). Fire sprinkler systems must be maintained by the building owner in accordance with the 1995 edition of NFPA 25,Standard for the Inspection, Testing and Maintenance of Water-Based Fire Protection Systems, as referenced in 527 CMR:49.01. hi accordance with NFPA 25:2-2.1.2 and NFPA 25:1-4.5, no building revisions can be undertaken that would create an obstruction during a fire event to fire sprinkler discharge. Partitions, suspended ceilings and overhead doors have been added throughout the property that block fire sprinklers. A legally recognized fire sprinkler system design professional needs to be retained by the Page I of 4 ,,�� P�i clntvraraLra,Curse �-�wvtcea• C-,�xam�r�.orra ^�laCeivi�ali. ��ara:e ^lrlueuc�uUeCt C�'vref�fCuri� C��Jcar�.en�• rl"�,rr.o��e (.JLn,Ca. C_`�'ire '?�liry�rrl owner to evaluate the fire sprinkler system throughout the property to identify all code deficiencies of the fire sprinkler system and prepare necessary design documents to correct those deficiencies. A properly licensed fire sprinkler contractor then needs to be retained by the owner to legally correct those deficiencies in accordance with the design documents. See Section 81D through Section 81T in Chapter 112 of the Massachusetts General Laws (MGL) with regard to legally recognized professionals practicing engineering services. Please also note the violations of 527 CMR listed below that I observed, and for which the builder owner was not cited. The list of noted violations is not necessarily a complete list of all violations. The walkthrough was not intended to be a complete fire and life safety analysis of the building. The legally recognized design professional(s)retained by the owner should be able to identify a complete list of deficiencies for applicable codes. 527 CMR:1.06- Failure to maintain a fire protection system 1. The hazards in spaces of the building were changed without evaluation of the capabilities of the fire sprinkler system, in violation of NFPA 25:1-4.6. The original use of the building was as an automobile dealer. As two examples, a significant portion of the building was being used for floor storage and rack storage of expanded Plastic. Another area of the building was being used for paint spraying operations. 2. Fire sprinklers were painted on-site, in violation of NFPA 25:2-2.1.1. 3. Partitions added such that fire sprinkler positioning exceeds listing limitations, in violation of NFPA 25:1-4.5. 4. Water leaking from fire sprinkler pipe, in violation of NFPA 25:2-2.2. Water was observed leaking from the fire sprinkler riser onto a live electric motor of an air compressor. 5. Fire alarm notification devices not adequately supported, in violation of Section 7-3.1 in the 1998 edition of NFPA 72,National Fire Alarm Code, as referenced in 527 CMRA9.0L 6. Fire sprinkler piping was being used to support non-fire sprinkler system components, in violation of NFPA 25:2-2.2. Page 2 of 4(142 Canal 5/12/06) 7. Fire alarm notification devices had been removed without replacement, in violation of NFPA 72:7-3.1. I also noted the following violations of the Massachusetts State Building Code(780 CMR). 780 CMR violations 1. Means of egress through another tenant's space, in violation of 780 CMR:1004.4. 2. Lack of"panic hardware"on egress doors of Assembly Occupancies serving more than 100 occupants, in violation of 780 CMR:1017.4.2. 3. Means of egress doors serving Assembly Occupancies that open against the direction of egress, in violation of 780 CMR:1017.4. 4. Occupied spaces without any compliant means of egress, in violation of 780 CMR:1017.2. 5. Noncompliant locks on means of egress doors, in violation of 780 CMR:1017.4.1. 6. Lack of fire-resistance rated separations between tenant.spaces, in possible violation of 780 CMR:Table 602. 7. No manually activated fire alarm system with fire alarm notification for Assembly Occupancies, in violation of 780 CMR:3400.3(6) and 780 CMR:917.4.I. 8. Lack of fire sprinkler system protection in all areas, in violation of 780 CMR:3400.3(4) and 780 CMR:904.2. Please note that this Office is not responsible for the enforcement of 780 CMR regulations,but could be required by MGL Ch. 148 S. 28A to report known 780 CMR violations to the local Building Commissioner. The latter was the case for this property. Should you have any questions concerning this letter, do not hesitate to contact me at 978-567-3376. Should you have any general questions regarding 527 CMR, you can Page 3 of (142 Canal 5/12/06) contact Code Compliance Officer Andrew Murphy of this Office at 978-567-3712. Please contact the local Building Commissioner regarding questions regarding 780 CMR. Sincerely, Dana Haagensen Fire Protection Engineer Office of the State Fire Marshal CC: Anthony Gattineri,PHI Realty Trust Nelson P.Lovins,Lovins&Metcalf Chief Cody,Salem Fire Department Thomas St.Pierre, City of Salem Kimberly Driscoll,City of Salem Andrew Murphy,Office of the State Fire Marshal James Gilbert George Atkins Page 4 of 4(142 Canal 5/12/06) U2 Canal St Realty June 13,2006 Charles Holioran, Salem Fire Dept. 29 Fort Avenue Salem, MA 01970 Sent Via Certified Mail Dear Mr. Holloran: We have received the list of thelthree fire code violations dated May 12 2006.We wish to rectify these immediately. Unfoiptunately we cannot do this work without permits and need cooperation so our licensed companies may apply without interference and or delay. Let us know In writing that you will cooperate with our contractors without delay so we may proceed. Despite our many'and long continuing efforts over the last several months to satisfy the City we do not segm to be able to develop a meaningful goal orientiated dialogue.Please let us know thdt you will cooperate with our contractors so we may proceed, not only in the interest of our own business, but to satisfy the City as well. At your request, you will find immediately below an updated list of tenants located in the 142 Canal St building of which you have copies on file since November 2001. Hertz Corp, Sheehan Sales, Salem Collision, Linex, New Angle Glass, Salem Taxi, Ring Maintenance, ABC car Detail, California Enterprises/ARC(formerly Armadillo self storage).The church and dance studio are no longer tenants. As'o16/01/06there are 9 total tenants.''" ,P:- As of 11/01/01 there was a total of 7tenants s We are requesting again Copia§all the occupancy permits for any and all tenants for this building as well as others about which we inquired during our meeting dated 5129106. 1 refer you to the Excel sheet wel left with you at.that time.We understand as per our meeting yesterday,that there are no occupancy permits for any businesses in the 142 Canal Street building and we would like to verify, rectify immediately. In fact a letter dated June 13,2006 by our consulting and developing group is working to engage a fire protection engineer. We are requesting copies of any and all electrical,plumbing and gas permits that were applied for as well as any contr8cting building permits since 1999 for 142 Canal St. Due to the financial burdens wed, have recently experienced from flooding as a result of the roof that needs repairing.A perinit to do the repair was lingering approval, as well as cost of management,we are requesting the owners rights to do work on their own property and what the process and or procedure we may take for self help in Salem in this regard. We remain committed,and reader to do all work necessary to comply and as always at your disposal.In the spirit of cooperation your earliest reply is.requested. Regards, 7 Anthony Gattinerl cc: Dana Heagensen,State Fire Marshalls Office cc: Elizabeth Rdnnard, City Solicptor / cc: Thomas St.Pierre, Building Inspector ✓ -4 cc: Matthew Veno, City Solicitor cc: Jean Pelletier,Ward 5 Couhcilor cc: Kim Driscoll, Mayor cc: Jason Silva,Asst to Mayor cc:.Nelson Lovins,ESQ cc: Chief David Cody cc: Andrew Murphy, Office of State Fire Marshall cc: John Giradi, Electrical Inspector Robert Cummings & .Associates, PLLC. 181 Bow Bog Road Bow, NH 03304 f(M)224-7453 bobdpe(a7comcast net (603) 224-7467 September 5, 2006 Mr.Anthony Gattined California Enterprises Corp. 5 Cranberry Lane Lynnfleld, MA 01942 Dear Mr. Gattined: Re: Property at 142 Canal Street, Salem, MA This letter documents our evaluation of the existing sprinkler system for a portion of the tenant spaces at the subject property. A separate design drawing will be issued to correct any identified deficiencies in the sprinkler system. The existing sprinkler system is a dry pipe sprinkler system with a design based upon an ordinary hazard pipe schedule per NFPA 13-2002. The existing service to the building is a 6" line. There is a 6" back flow prevention device on the system. There is a single 6" dry pipe valve that services the entire building. A water flow test was conducted with the assistance of the Salem DPW on August 31, 2006 Thursday night at 11:45 PM. The test was conducted on the hydrants along Canal Street in front of Canal Street. The gauge hydrant was located at the intersection of Meadow Street and the flow hydrant was located at the intersection of Ocean Avenue. The stasis pressure was 90 psi. The residual pressure was 85 psi with a flow of 1750 gpm• Based upon this information computer hydraulic calculations have been completed for the Taxi service garage(ordinary hazard group 2), the church (light hazard), and the warehouse storage area (ordinary hazard group 2). The data sheets provided for the foam padding material indicate ignition temperatures well above 500F, which classifies the material as a class III or IV commodity. The second floor space is classified as light hazard. All of these areas have adequate water and the sprinkler system provides adequate coverage except as noted on the attached plans. Should you have any questions, please contact me at(603)224-7453. Sin rel ROpf717 ft. CL17,r,uwcs rn r I NE:MCs�z��292M pN y Robert Bruo . Cummings, P. ,� . MA FPE No 39299 T -d *es*-*ee- 18L sestudualu3 elu.ao•}1Teo dt•b :5o 8o Lo des c . . _ Fire Protection by Computer Design Robert Cummings&Associates, PLLC ; Lt I , Robert B.Cummings, P.E. MAFPEno. 39299• NH FIDE no. 9628 g urE: T �yN 181 Bow Bog Road Bow, NH 03304N yr Fve< < ro (603)224-7453 fax(603)224-7467 : q no. 29 eQ PaF9F,Q'c TER �� Sa�GNAL EwG\ Job Name 142 CANAL STREET Building 142 CANAL STREET Location FIRST FLOOR-SALEM TAXI GARAGE System Contract Data File 142CANAL-TAXI.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 CUMMINGS&ASSOCIATES Page 1 14°� CANAL STREET Date 9/3/06 Lzdrau lic Design Information Sheet Name - ANTHONY GATTINERI Date - 9/3/06 Location - FIRST FLOOR- SALEM TAXI GARAGE Building - 142 CANAL STREET System No. - Contractor - OWNER Contract No. - Calculated By - ED PRATT Drawing No. - 1 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 15 Occupancy - GARAGE S ( ) NFPA 13 ( ) Lt. Has. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - ENTIRE System Type Sprinkler/Nozzle Density - 0.20 ( ) wet Make TYCO D Area Per Sprinkler - VARIES (X) Dry Model FR-B E Elevation at Highest Outlet - 13.5 ( ) Deluge Size 1/2" S Hose Allowance - Inside - 0 ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 421.598 Press Required - 76.53 Summary C-Factor Used: 100 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 8/31/06 Cap. - T Time of Test - 11 :45PM Rated Cap.- Elev.- E Static Press - 90 @ Press - R Residual Press - 85 Elev. - Well Flow - 1750 Proof Flow S Elevation - 0 U P Location - ACROSS FROM 142 CANAL STREET P L Source of Information - CUMMINGS & ASSOCIATES HYDRANT TEST Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled o Palletized Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) CUMMINGS &ASSOCIATES Page 2 142 CANAL STREET Date 9/3/06 City Water Supply: Demand: C1 -Static Pressure 90 D1 - Elevation 5.739 C2 -Residual Pressure: 85 D2-System Flow 171.598 C2-Residual Flow 1750 D2 -System Pressure 76.530 Hose (Adj City) Hose ( Demand ) 250 D3-System Demand 421.598 Safety Margin 13.111 150 140 130 P 120 R 110 E 100 C7 S 90 S 80 U 70 p R 60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary CUMMINGS &ASSOCIATES Page 3 142 CANAL STREET Date 9/3/06 Fitting Legend Abbrev. Name 1/2 '% 1 1'/. 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 PressuFe'/ Flow Summary- STANDARD CUMMINGS &ASSOCIATES Page 4 142 CANAL STREET Date 9/3/06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 101 13.25 5.6 18.37 na 24.0 0.2 120 7.0 102 13.25 5.6 21.43 na 25.93 0.2 120 7.0 103 13.25 5.6 33.32 na 32.32 0.2 120 7.0 105 13.25 5.6 21.74 na 26.11 0.2 120 7.0 106 13.25 5.6 25.32 na 28.18 0.2 120 7.0 107 13.25 5.6 39.2 na 35.06 0.2 120 7.0 104 13.25 37.44 na 108 13.25 44.0 na 109 13.25 56.07 na 110 13.25 59.65 na 111 13.25 65.3 na 112 13.25 70.45 na 48 13.5 70.42 na 28 13.5 70.47 na TOR 13.5 70.47 na BOR 3.0 75.04 na ENT 0.0 76.35 na CONN 0.0 76.53 na 250.0 The maximum velocity is 27.04 and it occurs in the pipe between nodes 108 and 109 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams CUMMINGS &ASSOCIATES Page 5 142 CANAL STREET Date 9/3/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 101 24.00 1.049 0.0 12.000 18.367 K Factor= 5.60 to 100 0.0 0.0 0.0 102 24.0 0.2555 0.0 12.000 3.066 Vel = 8.91 102 25.93 1.049 0.0 12.000 21.433 K Factor= 5.60 to 100 0.0 0.0 0.0 103 49.93 0.9905 0.0 12.000 11.886 Vel = 18.54 103 32.32 1.38 1T 4.282 2.000 33.319 K Factor= 5.60 to 100 0.0 4.282 0.0 104 82.25 0.6560 0.0 6.282 4.121 Vel = 17.64 0.0 82.25 37.440 K Factor= 13.44 105 26.11 1.049 0.0 12.000 21.737 K Factor= 5.60 to 100 0.0 0.0 0.0 106 26.11 0.2986 0.0 12.000 3.583 Vel = 9.69 106 28.18 1.049 0.0 12.000 25.320 K Factor= 5.60 to 100 0.0 0.0 0.0 107 54.29 1.1565 0.0 12.000 13.878 Vel = 20.15 107 35.06 1.38 1T 4.282 2.000 39.198 K Factor= 5.60 to 100 0.0 4.282 0.0 108 89.35 0.7646 0.0 6.282 4.803 Vel = 19.17 0.0 89.35 44.001 K Factor= 13.47 104 82.25 1.38 0.0 10.000 37.440 to 100 0.0 0.0 0.0 108 82.25 0.6561 0.0 10.000 6.561 Vel = 17.64 108 89.35 1.61 0.0 10.000 44.001 to 100 0.0 0.0 0.0 109 171.6 1.2071 0.0 10.000 12.071 Vel = 27.04 109 0.0 2.067 0.0 10.000 56.072 to 100 0.0 0.0 0.0 110 171.6 0.3575 0.0 10.000 3.575 Vel = 16.41 110 0.0 2.469 2E 8.564 29.000 59.647 to 100 0.0 8.564 0.0 111 171.6 0.1505 0.0 37.564 5.652 Vel = 11.50 111 0.0 3.068 2E 9.992 78.000 65.299 to 100 1T 10.705 20.697 0.0 112 171.6 0.0522 0.0 98.697 5.156 Vel = 7.45 112 0.0 6.065 1T 21.411 20.000 70.455 to 100 0.0 21.411 -0.108 48 171.6 0.0019 0.0 41.411 0.078 Vel = 1.91 48 0.0 6.357 0.0 29.583 70.425 to 100 0.0 0.0 0.0 28 171.6 0.0015 0.0 29.583 0.044 Vel = 1.73 28 0.0 6.357 0.0 3.000 70.469 to 100 0.0 0.0 0.0 TOR 171.6 0.0017 0.0 3.000 0.005 Vel = 1.73 TOR 0.0 6.357 0.0 12.000 70.474 to 100 0.0 0.0 4.548 BOR 171.6 0.0014 0.0 12.000 0.017 Vel = 1.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fina,' Calculations - Standard CUMMINGS &ASSOCIATES Page 6 142 CANAL STREET Date 9/3/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BOR 0.0 6.357 0.0 10.000 75.039 to 100 0.0 0.0 1.299 ENT 171.6 0.0016 0.0 10.000 0.016 Vel = 1.73 ENT 0.0 6.16 2E 40.168 100.000 76.354 to 140 1T 43.037 87.509 0.0 CONN 171.6 0.0009 1G 4.304 187.509 0.176 Vel = 1.85 250.00 Qa = 250.00 421.60 76.530 K Factor= 48.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i . . _ Fire Protection by Computer Design Robert Cummings&Associates, PLLC ! zH Robert B. Cummings, P.E. MA FPE no. 39299 NH FPE no.9628 o unane 181 Bow Bog Road Bow, NH 03304 FIRE PGurt I (603)224-7453 fax(603)224-7467; 9 h�•39 il -FJ �LSTF G\4:. �JNH4 � IhtAY Job Name 142 CANAL STREET Building 142 CANAL STREET Location FIRST FLOOR- EVANGELICAL CHURCH -All"7— System System Contract Data File 142CANAL-CHURCH.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 CUMMINGS &ASSOCIATES Page 1 142 CANAL STREET Date 9/3/06 Hydraulic Design Information Sheet Name - ANTHONY GATTINERI Date - 9/3/06 Location - FIRST FLOOR- EVANGELICAL CHURCH Building - 142 CANAL STREET System No. - - Contractor - OWNER Contract No. - Calculated By - ED PRATT Drawing No. - 1 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 15 Occupancy - CHURCH S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1950 System Type Sprinkler/Nozzle Density - 0.1 ( ) Wet Make TYCO D Area Per Sprinkler - VARIES (X) Dry Model FR-B E Elevation at Highest Outlet - 13.5 ( ) Deluge Size 1/2" S Hose Allowance - Inside - 0 ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 600.162 Press Required - 38 .62 Summary C-Factor Used: 100 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A. Date of Test - 8/31/06 Cap. - T Time of Test - 11 :45PM Rated Cap.- Elev.- E Static Press - 90 @ Press - R Residual Press - 85 Elev. - Well Flow - 1750 Proof Flow S Elevation - 0 U P Location - ACROSS FROM 142 CANAL STREET P L Source of Information - CUMMINGS & ASSOCIATES HYDRANT TEST Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) CUMMINGS &ASSOCIATES Page 2 142 CANAL STREET Date 9/3/06 City Water Supply: Demand: C1 -Static Pressure 90 D1 - Elevation 5.847 C2 -Residual Pressure: 85 D2-System Flow 350.162 C2 -Residual Flow 1750 D2 -System Pressure 38.620 Hose (Adj City) Hose ( Demand ) 250 D3-System Demand 600.162 Safety Margin 50.690 150 140 130 P 120 R 110 E 100" C1 S 90 S 80 U 70 R 60 E 50 D2 40 30 20 10 1 200 400 600 800 1000 1200 1400 1600 1800 FLOW N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary CUMMINGS &ASSOCIATES Page 3 142 CANAL STREET Date 9/3/06 Fitting Legend Abbrev. Name % '/, 1 1% 1Yz 2 2Yx 3 3'/: 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD CUMMINGS&ASSOCIATES Page 4 442 CANAL STREET Date 9/3/06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 201 13.5 5.6 8.25 na 16.08 0.1 150 7.0 202 13.5 5.6 9.28 na 17.06 0.1 150 7.0 203 13.5 5.6 13.92 na 20.9 0.1 150 7.0 204 13.5 5.6 16.34 na 22.64 0.1 150 7.0 206 13.5 5.6 7.9 na 15.74 0.1 150 7.0 207 13.5 5.6 9.47 na 17.23 0.1 150 7.0 208 13.5 5.6 14.07 na 21.0 0.1 150 7.0 209 13.5 5.6 16.48 na 22.73 0.1 150 7.0 211 13.5 5.6 7.17 na 15.0 0.1 150 7.0 212 13.5 5.6 8.25 na 16.08 0.1 150 7.0 213 13.5 5.6 17.43 na 23.38 0.1 150 7.0 215 13.5 5.6 7.21 na 15.04 0.1 150 7.0 216 13.5 5.6 8.29 na 16.12 0.1 150 7.0 217 13.5 5.6 17.52 na 23.44 0.1 150 7.0 219 13.5 5.6 19.34 na 24.63 0.1 150 7.0 222 13.5 5.6 10.98 na 18.55 0.1 150 7.0 223 13.5 5.6 12.88 na 20.1 0.1 150 7.0 224 13.5 5.6 19.05 na 24.44 0.1 150 7.0 205 13.5 19.48 na 210 13.5 19.62 na 214 13.5 20.01 na 218 13.5 20.68 na 220 13.5 21.48 na 225 13.5 22.83 na 111 13.25 31.62 na 112 13.25 _ 31.62 na 48 13.5 31.81 na 28 13.5 31.97 na TOR 13.5 31.99 na BOR 3.0 36.6 na ENT 0.0 37.96 na CONN 0.0 38.62 na 250.0 The maximum velocity is 15.2 and it occurs in the pipe between nodes 225 and 112 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams CUMMINGS &ASSOCIATES 142 CANAL STREET Page 5 Date 9/3/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ***** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 201 16.08 1.049 0.0 8.500 8.247 K Factor= 5.60 to 100 0.0 0.0 0.0 202 16.08 0.1219 0.0 8.500 1.036 Vel = 5.97 202 17.06 1.049 0.0 10.000 9.283 K Factor= 5.60 to 100 0.0 0.0 0.0 203 33.14 0.4642 0.0 10.000 4.642 Vel = 12.30 203 20.90 1.38 0.0 8.000 13.925 K Factor= 5.60 to 100 0.0 0.0 0.0 204 54.04 0.3016 0.0 8.000 2.413 Vel = 11.59 204 22.64 1.61 1 E 2.855 3.000 16.338 K Factor= 5.60 to 100 1T 5.71 8.565 0.0 205 76.68 0.2719 0.0 11.565 3.145 Vel = 12.08 0.0 76.68 19.483 K Factor= 17.37 206 15.74 1.049 2E 2.855 10.500 7.905 K Factor= 5.60 to 100 0.0 2.855 0.0 207 15.74 0.1171 0.0 13.355 1.564 Vel = 5.84 207 17.24 1.049 0.0 10.000 9.469 K Factor=5.60 to 100 0.0 0.0 0.0 208 32.98 0.4599 0.0 10.000 4.599 Vel = 12.24 208 21.00 1.38 0.0 8.000 14.068 K Factor= 5.60 to 100 0.0 0.0 0.0 209 53.98 0.3010 0.0 8.000 2.408 Vel = 11.58 209 22.73 1.61 1 E 2.855 3.000 16.476 K Factor= 5.60 to 100 1T 5.71 8.565 0.0 210 76.71 0.2722 0.0 11.565 3.148 Vel = 12.09 0.0 76.71 19.624 K Factor= 17.32 211 15.00 1.049 0.0 10.000 7.175 K Factor= 5.60 to 100 0.0 0.0 0.0 212 15.0 0.1071 0.0 10.000 1.071 Vel = 5.57 212 16.08 1.049 3E 4.282 18.000 8.246 K Factor= 5.60 to 100 0.0 4.282 0.0 213 31.08 0.4121 0.0 22.282 9.183 Vel = 11.54 213 23.38 1.38 1 E 2.141 2.000 17.429 K Factor= 5.60 to 100 1T 4.282 6.423 0.0 214 54.46 0.3059 0.0 8.423 2.577 Vel = 11.68 0.0 54.46 20.006 K Factor= 12.18 215 15.04 1.049 0.0 10.000 7.212 K Factor= 5.60 to 100 0.0 0.0 0.0 216 15.04 0.1076 0.0 10.000 1.076 Vel = 5.58 216 16.12 1.049 3E 4.282 18.000 8.288 K Factor= 5.60 to 100 0.0 4.282 0.0 217 31.16 0.4141 0.0 22.282 9.228 Vel = 11.57 217 23.44 1.38 1 T 4.282 6.000 17.516 K Factor= 5.60 to 100 0.0 4.282 0.0 218 54.6 0.3074 0.0 10.282 3.161 Vel = 11.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ,Final Calculations - Standard CUMMINGS &ASSOCIATES Page 6 142 CANAL STREET Date 9/3/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *'***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 54.60 20.677 K Factor= 12.01 219 24.63 1.049 IE 1.427 3.000 19.337 K Factor= 5.60 to 100 1T 3.568 4.995 0.0 220 24.63 0.2679 0.0 7.995 2.142 Vel = 9.14 0.0 24.63 21.479 K Factor= 5.31 222 18.55 1.049 0.0 12.000 10.975 K Factor= 5.60 to 100 0.0 0.0 0.0 223 18.55 0.1587 0.0 12.000 1.904 Vel = 6.89 223 20.10 1.049 0.0 10.000 12.879 K Factor= 5.60 to 100 0.0 0.0 0.0 224 38.65 0.6169 0.0 10.000 6.169 Vel = 14.35 224 24.44 1.38 1 E 2.141 3.000 19.048 K Factor= 5.60 to 100 1T 4.282 6.423 0.0 225 63.09 0.4017 0.0 9.423 3.785 Vel = 13.53 0.0 63.09 22.833 K Factor= 13.20 205 76.68 3.068 0.0 12.000 19.483 to 100 0.0 0.0 0.0 210 76.68 0.0117 0.0 12.000 0.141 Vel = 3.33 210 76.71 3.068 0.0 9.000 19.624 to 100 0.0 0.0 0.0 214 153.39 0.0424 0.0 9.000 0.382 Vel = 6.66 214 54.46 3.068 0.0 9.000 20.006 to 100 0.0 0.0 0.0 218 207.85 0.0746 0.0 9.000 0.671 Vel = 9.02 218 54.60 3.068 0.0 7.000 20.677 to 100 0.0 0.0 0.0 220 262.45 0.1146 0.0 7.000 0.802 Vel = 11.39 220 24.62 3.068 0.0 10.000 21.479 to 100 0.0 0.0 0.0 225 287.07 0.1354 0.0 10.000 1.354 Vel = 12.46 225 63.09 3.068 2T 21.411 23.000 22.833 to 100 0.0 21.411 0.108 112 350.16 0.1954 0.0 44.411 8.680 Vel = 15.20 0.0 350.16 31.621 K Factor= 62.27 111 0.0 3.068 2E 9.992 78.000 31.621 to 100 1T 10.705 20.697 0.0 112 0.0 0.0 0.0 98.697 0.0 Vel =0 112 350.16 6.065 1T 21.411 20.000 31.621 to 100 0.0 21.411 -0.108 48 350.16 0.0071 0.0 41.411 0.293 Vel = 3.89 48 0.0 6.357 0.0 29.583 31.806 to 100 0.0 0.0 0.0 28 350.16 0.0056 0.0 29.583 0.166 Vel = 3.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard CUMMINGS &ASSOCIATES Page 7 `142 CANAL STREET Date 9/3/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 28 0.0 6.357 0.0 3.000 31.972 to 100 0.0 0.0 0.0 TOR 350.16 0.0057 0.0 3.000 0.017 Vel = 3.54 TOR 0.0 6.357 0.0 12.000 31.989 to 100 0.0 0.0 4.548 BOR 350.16 0.0056 0.0 12.000 0.067 Vel = 3.54 BOR 0.0 6.357 0.0 10.000 36.604 to 100 0.0 0.0 1.299 ENT 350.16 0.0057 0.0 10.000 0.057 Vel = 3.54 ENT 0.0 6.16 2E 40.168 100.000 37.960 to 140 1T 43.037 87.509 0.0 CONN 350.16 0.0035 1G 4.304 187.509 0.660 Vel = 3.77 250.00 Qa = 250.00 600.16 38.620 K Factor= 96.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 � . e,��, 9 �� ,�.�o�i i SSALRS Boston Bar Association Lawyer Referral Service We will refer you to an attorney for assistance with any legal matter, including: Need an attorney? OUI/Criminal Matters Bankruptcy Call us first. Wills,Trusts& Estates Medical/Legal Malpractice 1 9 November 1, 2001 Tenants at 142 Canal Street, Salem, MA New Angle Glass Office (978) 745-6994 Lynn Office (781) 595-5752 Contact (781) 599-4880 Andy Giller Randal Wietinq — Landscaper Office (978) 744-6922 Home (978) 744-9035 Fax (978) 745-8621 o Barbuzzi Landscaping Office (781) 595-1762 Cell (781) 953-4953 Anthony (781) 953-4954 Fax (781) 595-5443 . C & M Autobody Office (978) 741-4143 Charlew Campos (978) 921-6619 Home (617) 967-2311 Cell (978) 407-3090 Hertz Office (978) 745-3687 Jason Gosselin (617) 464-1320 Fax (978) 745-7610 Jeffrey Bros. Office (978) 745-4208 Fax (978) 825-1711 e NEES Com Office (508) 889-3300 Rick Predella- Director of Facilities (508) 389-2490 Fax (508) 889-3001 North Shore Arc 24 hour tel. Emergency No. (978) 762-4878 Fax (978) 777-6149 Wilson Hardwood Floors Office (978) 531-2781 Fax (978) 531-2949 Ronald Wilson (978) 745-8419 • Gardner Mattress Office (978) 744-1810 Gardner Sisk (978) 526-7604 Matthew (978) 265-0318 ° Thomas Ford Office (978) 740-2912 Barry Goldberg (978) 532-5985 Steve Leary (978) 921-5559 Sheehan Sales q 18 - lu5 - q6w Office ) Home - Donna (781) 334-4258 Fork 9l,B - -7,15 -l4 ,2- Worcester Insurance Company 120 Front Street,Suite 500 • Worcester,MA 01608-1408 DATE: (� ( L I 98 TO: Building Commissioner or Board of Selectmen or Chi w Inspector of Buildings Board of Health CIT�1 k):�� Sid HA addresses RE: Insured: CAd,If-0 A/ 61L (fid Property Address: t` 1 lilyft_ c%S�T Policy Number: M�oA 3 S Loss of ICA t (9 b File or Claim Number —?3 S-E33 5� Claim has been made involving loss, damage or destruction of the above captioned*property,which may either exceed$1,000.00 or cause Mass.Gen. Laws, Chapter 143, Section 6,to be applicable. If any notice under Mass. Gen. Laws, Ch. 139, Sec. 3B is appropriate please direct it to the attention of the writer and include a reference to the captioned insured, location, policy number,date of loss and claim or file number. PilafIiU Title: C.v-klMs JUS iia On this date, I caused copies of this notice to be sent to the persons nad ab at the addresses indicated above by first class mail. Signature q g� U 2i Date A Member of The Harleysville Insurance Companies WNS-251 CL(Ed. 5-95) Worcester Insurance Company 120 Front Street,Suite 500 • Worcester. MA 01608-1408 DATE:' TO: Building Commissioner or Board of Selectmen or " Inspector of Buildings Board of Health C. (,I—) c+-ri � SY-+HE addresses / Insured: `* l ALlPoI�lf Property Address: Sir-r Policy Number: BOA- S DO 3 8 5- Loss Loss of 161 1 k 7 File or Claim Numberw Claim has been made involving loss,damage or destruction of the above captioned`property;which may either exceed$1,000.00 or cause Mass.Gen. Laws,Chapter 143, Section 6,to be applicable. If any notice under Mass. Gen. Laws, Ch. 139, Sec. 313 is appropriate please direct it to the attention of the writer and include a reference to the captioned insured, location, policy number,date of loss and claim or file number. Vl'o� 7Vr Title: - On this-date, I caused copies-of this-notice-to-be sent to-the•persons-naj7jt,the addresses — — indicated above by first class mail. Signature Date A Member of The Harleysville Insurance Companies WNS-251 CL(Ed. 5-95) Business Certificate / Citp of Odem, Aaaarbugettg DATE FILED 1995' Type: Or New Expiration Date f'79 ❑ Renewal, no change Number 95-261 ❑ Renewal with change In conformity with the provisions of Chapter one hundred and ten, Section five of the Massachusetts General Laws, as amended, the undersigned hereby declare(s) that a business is conducted under the title of: -A x s l- SNA-T-IoP,-DA --EJJr at. — I -F Co- � ��v e 2 type of business by the following named person(s): (Include corporate name and title if corporate officer) F11 Name Residence Signatures - ---- ----------- ----------------------------------------------------- -------------------------------- on Z ' �` 19- the above named persons) personally appeared before me and made an oath that the foregoing statement is true. --- ------------------------------------------------- -----------------=----------------------------------- CITY CLERK Notary Public (seal) Date Commission Expires Identification Presented State Tax I.D. # S.S. Ul `/ - 4ti- 4633 (if available) In accordance with the provision of Chapter 337 of the Acts of 1985 and Chapter 110, Section 5, of Mass. General Laws, business certificates shall be in effect for four(4) years from the date of issue and shall be renewed each four years thereafter. A statement under oath must be filed with the town clerk upon discontinuing, retiring,or withdrawing from such business or partnership. Copies of such certificates shall be available at the address at which such business is conducted and shall be furnished on request during regular business hours to any person who has purchased goods or services from such business. Violations are subject to a fine of not more than three hundred dollars ($300.00) for each month during which such violation continue-. g. a7 of 6atem, Anoarbuatto �tti F� Withdrawal or Deceased from Business or Partnership In onformity with the provisions of Chapter 110, Section 5, of the Mass. General Laws, the undersigned hereby declare(s) that we (1) have this day: n ❑ Discontinued ❑ Withdrawn from the business known as- conducted at- as set forth in the certificate filed on- Name Address The location of )1 . the business �❑� my residence as it appears on the business certificate of: filed on:[dam%/9 zz has been changed to: �3 As executor or administrator for the estate of: who died on: , I hereby request a: ❑ Discontinuance of the business certificate ❑ Withdrawal of his/her name from the business.certificate so named: filed on: ----------------------------------------------R................................................... _ Jt ----------------------------------------------------- ----------------------------------------------------- on DEC 13 1994 19 the above named person(s) personally appeared before me and made an oat at a toregomg statement is true. ----- - -- -- -- - --`--------`------------- ----------------------------------------------------- CITY CLERK Notary Public (seal) Date Commission Expires 2189 /V ✓ Associates, Jur INSURANCE ADJUSTERS TELEPHONE: 872-3529 and 2357343 - P.O.BOX 904, FRAMINGHAM,MASSACHUSETTS 01701 Form of Notice of Casualty Loss to Building Under Mass. Gen. Laws Ch. 139 Sec. 3B TO Building Inspector or V\� Board of Selectmen Building Inspector J� Universal Underwriters Salem MA 260 Cochituate Road Framingham, MA 01701 RE: Insured: Gauthier Motors Property Address2 Canal Street —�': Salem MA Policy No, ML 605 63 Loss of �9 File or Claim No. 27144 Claim has been made involving loss, damage or destruction of the above-captioned property, which may either exceed $1,000.00 or cause Mass. Gen. Laws, Chapter 143, Section 6 to be applicable. If any notice under Mass. Gen. Laws, Ch. 139, Sec. 36 is appro- priate please direct it to the attention of the writer and include a reference to the captioned insured, location, policy number, date of loss and claim or file number. A.P. Ferreira, Adjuster Title: On this date, I caused copies of this notice to be sent to the persons named above at the addresses indicated above by first class mail. i I , y . 8/26/85 Signature and date - s z pj 9A�'otnixa W.es (it�t �L n7 I r = `l CITY OF SALEM HEALTH DEPARTMENTp=�`ji;Ep BOARD OF HEALTH CITY OF SALEM.MASS. Salem, Massachusetts 01970 ROBERT E. BLENKHORN _ 9 NORTH STREET HEALTH AGENT - May 22, 1984 (617) 741-1800 Roland Gauthier, President Gauthier_Motors, 142 Canal Street Salem, Mass. 01970 Dear Sir: Enclosed is a copy of a letter from Richard L. Talbot, 134 Ocean Avenue, Salem regarding lamps in your parking lot that have been affecting the health and lifestyle of the Talbot family for quite some time. I hereby request that you take corrective measures to eliminate this long-standing problem. Kindly submit, in writing, your intentions to correct this situation and the dates on which you will do the same. If I can be of any assistance, please do not hesitate to call me. Thank you for your cooperation. Very truly yours, 1 FOR THE BOARD OF HEALTH ROBERT E. BLENKHORN Health Agent REB/g encl. .ec: R. McIntosh, Building Inspector J. Condon, Electrical Inspector R. Talbot �"CDNDIT,4 JltdG�E'fiT z � �Jp�aMINB��~ MAY 22 4 o5 Pm 8q CITY OF ,SALEM HEALTH DEPARTMENTRECEIYED BOARD OF HEALTH CITY OF SALEM,MASS. Salem, Massachusetts 01970 ROBERT E. BLENKHORN 9 NORTH STREET HEALTH AGENT May 22, 1984 (617) 741-1800 Roland Gauthier, President Cauthier Motors 142 Canal Street Sa1em,Mass 01970 Dear Sir: Enclosed is a copy of a letter from Richard L. Talbot, 134 Ocean Avenue, Salem regarding lamps in your parking lot that have been affecting the health and lifestyle of the Talbot family for quite some time. I hereby request that you take corrective measures to eliminate this long-standing problem. Kindly submit, in writing, your intentions to correct this situation and the dates on which you will do the same. If I can be of any assistance, please do not hesitate to call me. Thank you for your cooperation. Very truly yours, FOR THE BOARD OF HEALTH ROBERT E. BLENKHORN Health Agent REB/g encl. '—'__:�c: R. McIntosh, Building Inspector J. Condon, Electrical Inspector R. Talbot May 16, 1994 Richard L. Talbot PAY 134 Ocean Ave. f'rtEli'VD Salem, MA 01970 :C4TY CF Stt_E-f,t 955 Gauthier Motors ' Canal Street Salem, MA 0197 To. Whom It May-Concern: This is the second or third time we've written to you 4nd asked for help in resolving the problem which I am about to state. The problem concerns the lamps in your parking lot facing Ocean Ave. by the railroad tracks, in back of your building: In our previous letters to you we asked that shades be put on them or turned away from my home. Last summer we could not use our yard or pool due to your neglect in responding to our pleas. , After dark we cannot use our pool or yard due to the lamps facing our property and causing mosquitos to follow the rays. Also it lights up 5 rooms in our home, one of which we are constantly sitting in, guests have left with headaches and eye strain due to . these lights. We ask you once again that measures be taken on your pert as a good neighbor gesture before affirmative action is taken. The one near the railroad tracks should have a shade around the perimeter to block glare. The one .closest to the bowling alley has a shade on it but has to be turned from our property, in such a manner that will eliminate the glow of the high-pressure sodium lamp. We will be grateful if these corrective measures are accom- plished by your concern. Note: High pressure sodium lamps are vulnerable to giving off excessive lumens not only from the open ends of the lamp but also on the sides of the face which is clear glass. This is why restraining shades are available to control this situation. Thanking you in advance. Richard L. Talbot cc: Robert Blenkhorn, Health Agent, City of Salem Richard McIntosh, Building Inspector, City of Salem Jack Condon, Electrical. Inspector, City of Salem Chit of '*ttlem, MUSSUc4uoetts t je Public Prnperttl Mepurtment Nuilbing Ilepnrtment (Put dalem (lbrren 508-745-9595 fist. 380 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer September 16 , 1997 RE: 142 Canal Street To Whom it May Concern: The property located at 142 Canal Street is located in an industrial zoned area which requires a minimum lot area of 40 , 000 square feet for business use . The lot contains 3 . 52 acres, which would allow four ( 4 ) businesses to be located on this property. Any additional businesses would require a special permit or variances from the City of Salem Board of Appeals . This letter is not meant to discourage the owner of adding additional businesses on this property, but to make him aware of the due process . Sincer ly, AA Leo E. Tremblay Zoning Enforcemen Officer LET: scm Business Certificate co. o CO of *stem, fflaggacbugettg AW ��rrnue� DATE FILED Z Type: * New Expiration DateCl Renewal, no change Number CCC- X!, ❑ Renewal with change In conformity with theprovisions of Chapter one hundred and ten, Section five of the Massachusetts General Laws, as amended, the undersigned hereby declare(s) that a business is conducted under the title of: at. k2— Yz cnn &A TelJ type of business C, LIZ bAi a. f' k V– by the following named person(s): (Include corporate name and title if corporate officer) Full Name Residence/ Tel . # l So j��r 2 g Cr ZI 4dC42>04 1e4 9ta q770, Lign re -- -- --------- ------- ------ ------------v U d------------------ ------------------------------------------------------------on – the above named person(s) personally appeared before me and made an oath t4the foregoing statement is true. ---------------------------------------------- - - - CITYCLERK ----------------------------------------------------- Notary Public (seal) Date Commission Expires Identification Presented State Tax I.D. # S.S. # – c) 4 1 -7 a 50)1/9 (if available) In accordance with the provision of Chapter 337 of the Acts of 1985 and Chapter 110, Section 5, of Mass. General Laws, business certificates shall be in effect for four (4) years from the date of issue and shall be renewed each four years thereafter. A statement under oath must be filed with the town clerk upon discontinuing, retiring, or withdrawing from such business or partnership. Copies of such certificates shall be available at the address at which such business is conducted and shall be fumished on request during regular business hours to any person who has purchased goods or services from such business. Violations are subject to a fine of not more than three hundred dollars ($300.00) for each month durine which such violation continues. V Business Certificate Up of 6aiem, Atassarbusetts DATE FILED Type: New Expiration Date— �— `t �o `f C] Renewal, no change Number 'Wo- /54 ❑ Renewal with chance In conformity with the provisions of Chapter one hundred and ten, Section five of the Massachusetts General Laws, as amended, the undersigned hereby declare(s) that a business is conducted under the title of.- r4 f:r4 c- at / `{2 CkgAJJA �. ; f Tel .#47Y 7 EL—OCa� d type of business Z—9 C by the following named person(s): (Include corporate name and title if corporate officer) FullName Tel J qi 75`7 f J � ( 5 Residence - — Signatures , e / - �- l/�--- ------- -- ----------------------------------------------------- --------- ---------------------------- ----------------------------------------------------- on U'e /`+ lithe above named person(s) personally appeared before me and made an oath that the foregoing statement is true. ---------------------------------------------- - - - ----------------------------------------------------- CITY CLERK Notary Public (seal) Date Commission Expires identification Presented State Tax I.D. # S.S. (if available) In accordance with the provision of Chapter 337 of the Acts of 1985 and Chapter 110, Section 5,of Mass. General Laws, business certificates shall be in effect for four(4) years from the date of issue and shall be renewed each four vears thereafter. A statement under oath must be filed with the town clerk upon discontinuing, refiring, or withdrawing from such business or partnership. Copies of such certificates shall be available at the address at which such business is conducted and shall be furnished on request during regular business hours to any person who has purchased goods or services from such business. Violations are subject to a fine of not more than three hundred dollars (5300.00) for each month during which such violation continues. Y OF SALEM MASSACHUSETTS o CIT � PUBLIC PROPERTY DEPARTMENT 120 WASHINGTON STREET, 3RD FLOOR v. jpq SALEM, MAO 1 TEL. (978) 745-9595 EXT. 360 �A,ypygtl FAX (978) 740-9846 STANLEY J. USOVICZ, JR. �� MAYOR October 28, 2002 City of Salem Licensing Board 120 Washington Street Salem,Ma. 01970 RE: Application of Joseph Duyon Dear Board Members: This correspondence is to inform the members of the Board of a problem my department is having at 142-149 Canal Street,Mr. Gattineri. Mr. Gattineri has been summoned to court on November 13, 2002 regarding a deliberate zoning violation on the above-mentioned property. I would ask that the Licensing Board postpone any action on Mr. Duyon's petition until this matter with Mr. Gattineri has been settled. This letter is not in any way to reflect on Mr. Duyon or his business. To date, this department has no problem with Mr. Duyon othis business. Thank you for your attention in this matter. Sl 7'"Ty' — , "W`.�,�2�1 Thomas St. Pierre Acting Building Commissioner CITY OF SM.&M, 2AXSSACHUSETTS BL'II.DLNG DEP M(ENT 120 WASHINGTON STREET,r FLOOR TEL (978) 745-959S F.+x(978) 740-9846 KI\tgERLEY DRISCOLL TRONAS ST. Mna MAYOR DIRECTOR OF PUBLIC PROPERTY/BU DING COJL%1tSS1ONE1t June 2, 2006 Jason Marchand _ Property Manager PHI Realty Trust 142 Canal Street Salem,Ma. 01970 RE: Complaint letter of June 1, 2006 Mr. Marchand: I have received your letter complaining about this Department not giving your contractor a verbal approval to roof your building. We do not give permits over the counter. We receive the application, review the contractor information as well as workmen's compensation. The State Building Code 780 CMR, Section 111 gives us 30 days to review a permit at which time we approve or deny a permit. It is not the practice of this office to take 30 days. We make a concerted effort to mail out simple permits in just a few days. Also, to set the record straight, I did not speak with your"contractor" Mr. Martaragas. An interesting side note, I grabbed the paperwork for this permit and discovered that Mr. Mataragas is not even a licensed contractor in this state. He is using Scott Levasseur's license#091683. Also, the workmen's compensation form, required by the State law in not filled out. At this time Mr. Levasseur will need to come by this office in person and correctly apply for both a permit and correctly fill out the workmen's compensation forms. n f f If you feel you are aggrieved by this order, your appeal is to the Board of Building Regulations and Standards in Boston, Ma. 02108. There telephone number is 617-727- 3200. Sinwely, Thomas St. Pierre Building Commissioner cc: Anthony Gattineri Mayors Office BUILDING DEPT. 6/1/06 nob MAY 32 A 11: 54 RF,.CEIVED To whom it may concern, ; ;;ALEM. MA It was brought to my attention that this morning one of our contractors came to the building department to pick up a building permit for the repair of a roof at our property located at 142 Canal St Salem. The contractor Chris Mataragas was told that he could not get the permit from Tom St Pierre and that it would be mailed with in a couple of days. Due to the prevalence of severe thunder showers and heavy rain in our area we feel that this delay will have significant monetary consequences if in fact we due receive heavy rains with the roof in its current condition. Everyday that we cannot start work on the roof pushes us further into the possibility of financial hardship and detriment to the remaining tenants at 142 Canal St. 4ason Marchand Property Manager Phi Realty 142 Canal St Salem MA 01970 617-202-8613 CITY OF SM EMI i%LxSS A CHUSETTS BtiILDIING DEPARTMENT 120 W AsmNGTON STREET,r FLOOR s� TEL (9711) 74S-9S9S FAx(978) 740-9816 ICINIBERLEY DRISCOLL MAYOR THOMAS Si.PtERaB DIRECTOR OF PUBLIC PROPERTY/BUILDING COWWSSIONER June 2, 2006 Jason Marchand Property Manager PHI Realty Trust 142 Canal Street R Salem,Ma. 01970 RE: Complaint letter of June 1, 2006 Mr. Marchand: I have received your letter complaining about this Department not giving your contractor a verbal approval to roof your building. We do not give permits over the counter. We receive the application, review the contractor information as well as workmen's compensation. The State Building Code 780 CMR, Section 111 gives us 30 days to review a permit at which time we approve or deny a permit. It is not the practice of this office to take 30 days. We make a concerted effort to mail out simple permits in just a few days. Also, to set the record straight, I did not speak with your"contractor"Mr. Martaragas. An interesting side note, I grabbed the paperwork for this permit and discovered that Mr. Mataragas is not even a licensed contractor in this state. He is using Scott Levasseur's license#091683. Also, the workmen's compensation form, required by the State law in not filled out. At this time Mr. Levasseur will need to come by this office in person and correctly apply for both a permit and correctly fill out the workmen's compensation forms. If you feel you are aggrieved by this order, your appeal is to the Board of Building Regulations and Standards in Boston, Ma. 02108. There telephone number is 617-727- 3200. Sin ly, Thomas St. Pierre Building Commissioner cc: Anthony Gattineri Mayors Office , T-€ +z+' K ;"� IVY "I, - t. ak— e . � �E1�t1RT1ViENT i a 1 r. >s f ^+,xs-�AYO! S s i ( rt {��h5!{INCrIYIN b x'l$EETr� 4 Ys rv« r. v F�Yw e Ws F : APPLICA�'YONsOR THS �E °AIR.* N©V�AT' .�N ,CO4ST.I�i�CTION t " DE11�bf.YTIQN. OYi CF�ANGE b 'i � OR OCCCTP`' , POYt 01�iY T at a 1 �$ITEIN .ORMATION �, 'r�, ,vatrn , ° t ' } Y 7� 1 r 7 Y �1 y� Y P J KF's �) G I J i of!I 1 'r"� Location t�aFne } w,dq ant fy .r° s("s"? rh Bullding r,4 :tea' rpoison,Y sr N. 2 $ s 'Property Address( a a '" r i i t r Srad4(.:, " r 4 " r 5)� rA ti. '�� t�� *` vy <property is lbcated in a"ConserJation�Area',Y/N>< E? HI§torfc oiatrtd YM � � , � F:� >} NO 21;�Owner of Land rMAN 'fs r l n r v , Name ' r aZ SluAKan � to fi x, U :'� p .. .'(a•h s J, t�Y{.- t r � i p � s r;fi a 3 ' « WIT,"}_ h r 1'BICpINnB < (z k..Y s _ z0 COIfIIPLE7EaTFiI$}SECTION FOt3 WORK fN L1� Ni;3 ( Y y E7CIIItIC� BUI 1 NL .' JJ10. y f� "AYY{t�OnY i t r ~} �, A" tkT rK }4 h (Lx{sting 1 _SFfAi k, 61 Renovation y Number of Storms, Reno �ed Y f k,' ,y k s d i R.« ✓ r x t t a Change m Use New //r n ;5 r r i �_ F" Y r [ h r r'. J, MC �8 L Ni I lfY r S a r gar 114 Qernblltlon r> N Ex{�bng Approx{mate year`of Area per floor (sf) { Renobated cons#ruction of renovation ' _ ; r �, Wn x° of ex{§tfng builii{ng ,r New i yy 3 WORT - ®uef bescrlp6dri of P�opasetl Wor* R 5 , +rr t S x x ;{ki .s r s Haws r1+ k Q Y Mvv ti 4 ts r x a 4 x L &�` .n`w t SC ,t :}r ht Y A J 4 � ':.-5 ,.4 ."ts t l✓l K`�� ; �� 7'y} tQW Iµ I(f�L .� ��.-f11�rE� V� q ' r : '�" r` y Xµ -✓y � V 9 F. "} L 2; - M t Y > r { � 'r` �:aw, ''u rtfi (- � �. rk, >« +^: � > i✓ E e� '- "� r3 m :j nLa Nit `vr__R, F ^`i 1 r+L a a 1 rx 7'a y %{ «:s c A .'csuv M1 YfVfB{f fj6ftl'llt t0 .,W'.: iPJ N.^` yf:ra'a r'�z. k w u r 3 5 i s 4 H 0S. YMil3_I1 � 4 r F +`x'rMat is the current use of the BrlildmgTy '; iu- K+ yfi a 4 It dwellin how many uritis? `��Mdtdhal of BuildingT M 9.� � r k `vinil;the Bwttling Conform to Laws; Yu �arnxtt�$3rl gsbesttls?r � 'asu a'm't ''k trl v.! i ♦ p [ �t>F /�L'!LN'P—k'� C(7 ��'�.�}z xt'`ix 3 TA'v' t� i `� ` r x u a z 5 4 rtAi chitebt s Name J yy e `,T CA I (it I % _ 3A` *Mechnk's gamern>? tIAEL Fh lA w " 3{ $-Nil, } eii Con " { t _isre` on¢# /2az sUuMabo� �� iHICRegStvr ri i x w pKc` 9 -S Y 'fk W,k °fit e P a£r �� y�. Pef�ppl{tCO V� �kekrt :w Y tiS.s "^ ''k4 %iiYr . Esti nated Cost of PI oleo S �Pe�rtnh°Fee . a� lA� <Eatim�ed Cost X$741000rcReaid�fiftel f"1 K{ it HT d `h Y� �'} \ y Vv S yy✓•b rFl�Iryy E�IY�Ylletl\510etA$11f$1sU0b�Cmmerclal +: vvt ,. �n,a :>:_x sX Jrcr + r yv t3 # ri Rt y�° w rca 'Ac4� a w+. I?"ti34 f& +'rr aA 9 Ah Atldidona $5 00 Is added 3 a t ,* � r 'd✓.rSrK "r< k"t`�� r�r F is ,7 Atlmlrlist �iVa cha ai „'itAlii, iZ t$ y ° w '�'a r* Make st<re, at all fieareipropArly"an d Iegil�ly w�itten`to°svoid'deldys In processin thlds ¢ h '> + + ra Y r4-r x t Fr 4• r mP xx "�;`. AV } s "r dS' ' t '^KRAW,✓t '^v �" �'�'�� W' r T A Mi i - } rt^1Q,'a +'�21t� (A � r t£ , t' ♦ : t t c yl Tt w v h 'xr h Y t ' a Ttieruntlersigned does hereby apply for a Building *ffiK to build til the above stated r! ° as x , t xAi 40 r d �Ft a+y�n A� '_ pt4"`� n'r9 g VZ �,W ' 'tr Y�r"�G s• p 4 '� specmcati6hig Signed under penalty,oi perJirry x krt e ✓ ��.�A .5 n ft 1 1 '^ 'r,t h z �-'k SFr W Y ° �-�", y -� fir x r , �' 'c "' '+ „r'r^.,""e?- t ear x �„ " ��. '�' n. � r- bBtEj 'rYr''�' / a -+s•e m t , ' §' "c a uk t E`^ r dW'x w�s' � e"i R♦ .^Z+ i' i 7 r` -,m ,/�V7+4`k s"'t L!�,Fy Xd trc -.�' r J r p, +`k+, "{.' 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CITY OF SALEM �• PUBLIC PROPERTY DEPARTMENT KO\(1ERLEY DRISCOLL MAYOR 120 WASHINGTON STREET♦SALEb4,NL%SSACIII:sEM 01970 'ML-978-745-959S•FA)c 975&740.9846 Construction Debris Disposal Affidavit (required for all demolition and renovation work) In accordance with the sixth edition of the State Building Code,780 CMR section 111.5 Debris,and the provisions of MGL a 40.S 54; Building Permit# is issued with the condition that the debris resulting from this work shall be disposed of in a properly licensed waste disposal facility as defined by MGL c lL1,S150A. The debris will be transported by: (name of hauler) The debris will be disposed of in : (name of faculty) �v A. (address of facility) s'vaaue of pemut applleaot /o i o6 due . l ,felRi;a�7Jue 3 CITY OF SALEM PUBLIC PROPRERTY DEPARTMENT KIMBERLEY DRISCOLL MAYOR 120 WASHINGTON STREET•SALEM,MASSACHUSETTS 01970 TEL-978.745-9595 ♦FAX:978.740.9846 Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leldbly Name (Business/Organizadonandividual): ALL51Atr [0.V STRI,t"tT �OMptLA 1?/ 17k Address: �l CU/NN1EQLL5 pAf LZ7- 347 City/State/Zip: fi pf3t R) t*4 //� 03 Phone#: X t- Are you an employer?Check the appropriate box: ❑ I am a employer with 4. Type of project(required): 1. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. t 7. ®Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers'comp, insurance. 9. E]Building addition [No workers'comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL l 1.0 Plumbing repairs or additions myself. [No workers'comp, c. 152,§1(4),and we have no 12.❑Roof repairs insurance required.]t employees. [No workers' comp.insurance required.] 13.❑Other •Any applicant that checks box#I must also fill out the section below showing their worka3'compmsation policy information. t Homeowner who submit this affidavit indicating they ar doing all work and then hive outside contractorsmust submit new affidavit indicating such. =Contrctors that check this box must attached an additional sheet showing the name of the sub-contractor and their worker'comp,policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lia#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and /ties of perjury that the information provided above is due and correct Si nater d/ Date: Phone#: 75Z/— 'fS24- 777 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: _. /yy CITY OF SALEMp MASSACHUSETTS PUBLIC PROPERTY DEPARTMENT 120 WASHINGTON STREET, 3RD FLOOR SALEM, MASSACHUSETTS 01970 STANLEY J. USOVICZ, JR. TELEPHONE: 976-745-9595 EXT. 380 MAYOR FAX: 978-740-9846 CONSTRUCTION CONTROL AFFIDAVIT 1 Project Number. (XOOOO Date: Project Title: 1( i M t / GI ��'r cYJ1•CG� Project Location: 1�-47- Name of Building: Scope of Project IN OR ANCE ATH SECTION 116.0 OF THE MA SACHIISETT ATE BUIDING CODE, I 2p 6M ,MASS. REGISTRATION NO. BEING A REGISTERED PROFESSIONAL ENGINES EREBY CERTIFY THAT 1 HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS, AND SPECIFICATIONS CONCERNING: ./ Civil Architectural Structural Mechanical Electrical Fire Protection Other(specify) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS,AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS FOR THE PROPOSED PROJECT. I FURTHER CERTIFY THAT 1 SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2.2. 1. Review of shop drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit,and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code required control materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix I. PURSUANT TO SECTION 116.4, 1 SHALL SUBMIT PERIODICALLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO T E TIS ACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. , _ t lure SUBSCRI ED AND SWORN TO BEFORE ME THIS DAY OF 20016' Ic lelle Lynne Grtyb Notory Public My commission Expires: uc1 setts I1I/1IRN Du611n y Commission ExRires .., CITY OF SALEM9, MASSACHUSETTS (D PUBLIC PROPERTY DEPARTMENT 120 WASHINGTON STREET, 3RD FLOOR SALEM, MASSACHUSERS 01970 STANLEY J. USOYICZ, JR. TELEPHONE: 978-745-9595 EXT. 380 MAYOR FAX: 978-740.9848 CONSTRUCTION CONTROL AFFIDAVIT PmjedNumber: QCD— O95 Date: 9 ^1N-7.i)O(p Project Tide: 1 rf x r,A nwl 'tA fjL4 ()Dec a',Q� Pmfeat Locadon. I 0.f1VVA f U NemeofBU Soope of Pr* ' INACCOCTION 116.0 OF THE MASSACHUSETTS STATE BUIDNNG CODE, i &kg � Gawwh,r aS MASS.REGISTRATION NO MZ NG A REGISTERED PRO�pNAL EIrINtNI t HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS, AND SPECIFICATIONS CONCERNING: Civil Ardtrrai Stnidural Mechaniai Electrical Fre fttecdon X Omer(Spew FOR THE ABOVE NAMED PROJECT AND THAT.TO THE BEST,OF MY KNOWLEDGE,SUCH � N PLANS,COMPUTATIONS,AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSET;LS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRACTICES AND a o o N ALL APPLICABLE LAWS FOR THE PROPOSED PROJECT. N ui m x aw m azo I FURTHER CERTIFY THAT t SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES o m" 3 x AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO Q E z DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS oa E APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2.2. = Ea ) 60 1. Review of shop dremko,samples and other 9ubmitlels of the conic dw as requred by the comItudion 0 0 = 3 mftd doolnnw b as submdted for budding permd,end approval for conbmwm to the design oonoepL n m c N 2. Revbw and appnwal of the quadly control proeedures farad code requred control matwbb. r° o t � 3. SpeeW aroFl sd or engineer prdbssWW tnspomm of a ftd milk 1dim canponenta H OF corms materials or axil uc im spwftd in d1e accepted en nD pradioe sbnderde rIL. Appendbt L CUmml GS PURSUANT TO SECTION 116.4, 1 SHALL SUBMIT PERIODICALLY, A PROGRES ru+rw+e�cnorl TOGETHER WITH PERTINENT COMMENTS TO THE BUILDING OR UPON OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS COM ��°�� AND READINESS OF THE PROJECT FOR OCCUPANCY. SUBSCR! I RN. ME THIS r My commission Exptres. /U 4)i Z--&�) Nohw Pubdo AMY M.MARCELLO K` Notary Public-New Hampshire ' - My Commission Expves September 21,2010 . . - Fire Protection by Computer Design Robert Cummings&Associates, PLLC °`' ROs Robert B.Cummings, P.E. o CU N s m MA FPE no. 39299 NH FPE no. 9628 Fig ure 181 Bow Bog Road Bow, NH 03304 90 Fw0 (603)224-7453 fax(603)224-7467 i F,.,°j TSP At E' Job Name 142 CANAL STREET Building 142 CANAL STREET Location FIRST FLOOR-SHOE WAREHOUSE —AflOA3 System Contract Data File 142CANAL2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 CUMMINGS &ASSOCIATES Page 1 142 CANAL STREET Date 9/3/06 Hydraulic Design Information Sheet Name - ANTHONY GATTINERI Date - 9/3/06 Location - FIRST FLOOR- SHOE WAREHOUSE Building - 142 CANAL STREET System No. - Contractor - OWNER Contract No. - Calculated By - ED PRATT Drawing No. - 1 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 15 Occupancy - STORAGE S ( ) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1950 System Type Sprinkler/Nozzle Density - 0.20 ( ) Wet Make TYCO D Area Per Sprinkler - VARIES (X) Dry Model FR-B E Elevation at Highest Outlet - 15 ( ) Deluge Size 1/2" S Hose Allowance - Inside - 0 ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 823.45 Press Required - 63.1 Summary C-Factor Used: 100 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 8/31/06 Cap. - T Time of Test - 11:45PM Rated Cap.- Elev.- E Static Press - 90 @ Press - R Residual Press - 85 Elev. - Well Flow - 1750 Proof Flow S Elevation - 0 U P Location - ACROSS STREET FROM 142 CANAL STREET P L Source of Information - CUMMINGS & ASSOCIATES HYDRANT TEST Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled a Palletized % Rack M ( ) Single Row ( ) Conven. Pallet __F ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) CUMMINGS &ASSOCIATES Page 2 142 CANAL STREET Date 9/3/06 City Water Supply: Demand: C1 -Static Pressure 90 D1 - Elevation 5.847 C2 -Residual Pressure: 85 D2-System Flow 573.449 C2 -Residual Flow 1750 D2- System Pressure 63.099 Hose (Adj City) Hose ( Demand ) 250 D3-System Demand 823.449 Safety Margin 25.661 150 140 130 p 120 R 1'10 "E 100 Cl S 90 S 80 U 70 D2 R 60 E 50 D 40 30 20 10 1 200 400 600 800 1000 1200 1400 1600 1800 FLOW N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary CUMMINGS &ASSOCIATES Page 3 142 CANAL STREET Date 9/3/06 Fitting Legend _ Abbrev. Name '/_ '/4 1 1114 1'/: 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 D Generic Dry Pipe Valve 0 _ 0 0 0 0 0 9.5 17 0 28 0 47 0 0 0 0 0 0 0 0 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Genedc Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure/ Flow Summary - STANDARD CUMMINGS&ASSOCIATES Page 4 142 CANAL STREET Date 9/3/06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 30 13.5 5.6 19.92 na 25.0 0.2 102 7.0 31 13.5 5.6 22.4 na 26.51 0.2 102 7.0 32 13.5 5.6 31.84 na 31.6 0.2 102 7.0 33 13.5 5.6 37.86 na 34.46 0.2 102 7.0 34 13.5 5.6 43.26 na 36.83 0.2 102 7.0 55 13.5 5.6 43.78 na 37.05 0.2 102 7.0 44B 13.5 44.75 na 35 13.5 5.6 15.01 na 21.7 0.2 90 7.0 36 13.5 5.6 16.92 na 23.04 0.2 90 7.0 37 13.5 5.6 24.2 na 27.55 0.2 90 7.0 38 13.5 5.6 28.85 na 30.08 0.2 90 7.0 39 13.5 5.6 33.03 na 32.18 0.2 90 7.0 53 13.5 5.6 41.6 na 36.12 0.2 90 7.0 40 13.5 5.6 42.21 na 36.38 0.2 90 7.0 45B 13.5 44.35 na 41 13.5 5.6 15.72 na 22.2 0.2 111 7.0 42 13.5 5.6 17.71 na 23.56 0.2 111 7.0 43 13.5 5.6 25.29 na 28.16 0.2 111 7.0 51 13.5 5.6 30.14 na 30.74 0.2 111 7.0 52 13.5 5.6 34.5 na 32.89 0.2 111 7.0 54 13.5 5.6 44.59 na 37.39 0.2 111 7.0 44 13.5 48.53 na 45 13.5 48.72 na 46B 13.5 46.06 na 46 13.5 49.44 na 47 13.5 51.0 na 27 13.5 53.37 na 48 13.5 53.47 na 28 13.5 53.89 na TOR 13.5 53.93 na BOR 3.0 58.65 na ENT 0.0 61.46 na CONN 0.0 63.1 na 250.0 The maximum velocity is 24.33 and it occurs in the pipe between nodes 34 and 44B Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams CUMMINGS&ASSOCIATES Page 5 142 CANAL STREET Date 9/3/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 30 25.00 1.049 0.0 9.000 19.924 K Factor= 5.60 to 100 0.0 0.0 0.0 31 25.0 0.2754 0.0 9.000 2.479 Vel = 9.28 31 26.50 1.049 0.0 9.000 22.403 K Factor= 5.60 to 100 0.0 0.0 0.0 32 51.5 1.0491 0.0 9.000 9.442 Vel = 19.12 32 31.60 1.38 0.0 9.000 31.845 K Factor= 5.60 to 100 0.0 0.0 0.0 33 83.1 0.6687 0.0 9.000 6.018 Vel = 17.83 33 34.46 1.61 0.0 9.000 37.863 K Factor= 5.60 to 100 0.0 0.0 0.0 34 117.56 0.5997 0.0 9.000 5.397 Vel = 18.53 34 36.83 1.61 0.0 1.500 43.260 K Factor= 5.60 to 100 0.0 0.0 0.0 44B 154.39 0.9927 0.0 1.500 1.489 Vel = 24.33 0.0 154.39 44.749 K Factor= 23.08 55 37.05 1.61 1T 5.71 8.000 43.778 K Factor= 5.60 to 100 0.0 5.710 0.0 44B 37.05 0.0708 0.0 13.710 0.971 Vel = 5.84 44B 154.40 2.067 1T 7.137 1.500 44.749 to 100 0.0 7.137 0.0 44 191.45 0.4378 0.0 8.637 3.781 Vel = 18.30 0.0 191.45 48.530 K Factor= 27.48 35 21.70 1.049 0.0 9.000 15.014 K Factor= 5.60 to 100 0.0 0.0 0.0 36 21.7 0.2120 0.0 9.000 1.908 Vel = 8.06 36 23.04 1.049 0.0 9.000 16.922 K Factor= 5.60 to 100 0.0 0.0 0.0 37 44.74 0.8086 0.0 9.000 7.277 Vel = 16.61 37 27.54 1.38 0.0 9.000 24.199 K Factor= 5.60 to 100 0.0 0.0 0.0 38 72.28 0.5166 0.0 9.000 4.649 Vel = 15.50 38 30.08 1.61 0.0 9.000 28.848 K Factor= 5.60 to 100 0.0 0.0 0.0 39 102.36 0.4641 0.0 9.000 4.177 Vel = 16.13 39 32.18 1.61 1T 5.71 9.000 33.025 K Factor= 5.60 to 100 0.0 5.710 0.0 45B 134.54 0.7696 0.0 14.710 11.321 Vel = 21.20 0.0 134.54 44.346 K Factor= 20.20 53 36.12 1.61 0.0 9.000 41.603 K Factor= 5.60 to 100 0.0 0.0 0.0 40 36.12 0.0676 0.0 9.000 0.608 Vel = 5.69 40 36.38 1.61 1T 5.71 3.000 42.211 K Factor= 5.60 to 100 0.0 5.710 0.0 45B 72.5 0.2451 0.0 8.710 2.135 Vel = 11.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard CUMMINGS &ASSOCIATES Page 6 142 CANAL STREET Date 9/3/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""***"* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 45B 134.55 2.067 1T 7.137 1.500 44.346 to 100 0.0 7.137 0.0 45 207.05 0.5061 0.0 8.637 4.371 Vel = 19.80 0.0 207.05 48.717 K Factor= 29.66 41 22.20 1.049 0.0 9.000 15.716 K Factor= 5.60 to 100 0.0 0.0 0.0 42 22.2 0.2211 0.0 9.000 1.990 Vel = 8.24 42 23.56 1.049 0.0 9.000 17.706 K Factor= 5.60 to 100 0.0 0.0 0.0 43 45.76 0.8432 0.0 9.000 7.589 Vel = 16.99 43 28.17 1.38 0.0 9.000 25.295 K Factor= 5.60 to 100 0.0 0.0 0.0 51 73.93 0.5386 0.0 9.000 4.847 Vel = 15.86 51 30.74 1.61 0.0 9.000 30.142 K Factor= 5.60 to 100 0.0 0.0 0.0 52 104.67 0.4837 0.0 9.000 4.353 Vel = 16.50 52 32.89 1.61 2T 11.419 3.000 34.495 K Factor= 5.60 to 100 0.0 11.419 0.0 46B 137.56 0.8019 0.0 14.419 11.563 Vel = 21.68 0.0 137.56 46.058 K Factor= 20.27 54 37.39 1.61 2T 11.419 9.000 44.587 K Factor= 5.60 to 100 0.0 11.419 0.0 46B 37.39 0.0720 0.0 20.419 1.471 Vel = 5.89 0.0 37.39 46.058 K Factor= 5.51 44 191.45 4.026 0.0 11.000 48.530 to 100 0.0 0.0 0.0 45 191.45 0.0170 0.0 11.000 0.187 Vel = 4.83 45 207.04 4.026 0.0 11.000 48.717 to 100 0.0 0.0 0.0 46 398.49 0.0661 0.0 11.000 0.727 Vel = 10.04 0.0 398.49 49.444 K Factor= 56.67 46B 174.96 2.067 1T 7.137 2.000 46.058 to 100 0.0 7.137 0.0 46 174.96 0.3706 0.0 9.137 3.386 Vel = 16.73 46 398.49 4.026 0.0 12.000 49.444 to 100 0.0 0.0 0.0 47 573.45 0.1296 0.0 12.000 1.555 Vel = 14.45 47 0.0 4.026 1T 14.274 4.000 50.999 to 100 0.0 14.274 0.0 27 573.45 0.1296 0.0 18.274 2.369 Vel = 14.45 27 0.0 6.065 0.0 6.000 53.368 to 100 0.0 0.0 0.0 48 573.45 0.0175 0.0 6.000 0.105 Vel = 6.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard CUMMINGS &ASSOCIATES Page 7 142 (7ANAL STREET Date 9/3/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 48 0.0 6.357 0.0 29.583 53.473 to 100 0.0 0.0 0.0 28 573.45 0.0140 0.0 29.583 0.415 Vel = 5.80 28 0.0 6.357 0.0 3.000 53.888 to 100 0.0 0.0 0.0 TOR 573.45 0.0140 0.0 3.000 0.042 Vel = 5.80 TOR 0.0 6.357 0.0 12.000 53.930 to 100 0.0 0.0 4.548 BOR 573.45 0.0140 0.0 12.000 0.168 Vel = 5.80 BOR 0.0 6.357 1D 42.176 10.000 58.646 to 100 2G 5.384 97.812 1.299 ENT 573.45 0.0140 4E 50.252 107.812 1.511 Vel = 5.80 ENT 0.0 6.16 2E 40.168 100.000 61.456 to 140 1T 43.037 87.509 0.0 CONN 573.45 0.0088 1G 4.304 187.509 1.643 Vel = 6.17 250.00 Qa = 250.00 823.45 63.099 K Factor= 103.66 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . . . Fire Protection by Computer Design Robert Cummings&Associates, PLLC oeE, v� • I Robert B. Cummings, P.E. o UP149 Na MA FPE no. 39299 NH FPE no. 9628 E1NEPau n N o No.39 99 181 Bow Bog Road Bow, NH 03304 �o .9 �e (603)224-7453 fax(603)224-746718T -- - �. el MA Job Name 142 CANAL STREET Building 142 CANAL STREET Location FIRST FLOOR — A,-j* System Contract Data File 142CANALI.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 CUMMINGS &ASSOCIATES Page 1 142 CANAL STREET Date 9-11-06 Hydraulic Design Information Sheet Name - ANTHONY GATTINERI Date - 9-11-06 Location - FIRST FLOOR Building - 142 CANAL STREET System No. - Contractor - OWNER Contract No. - Calculated By - ED PRATT Drawing No. - 1 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 15 Occupancy - ASSORTED COMMERCIAL S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1950 System Type Sprinkler/Nozzle Density - 0.20 ( ) Wet Make TYCO D Area Per Sprinkler - 130 (X) Dry Model FR-B E Elevation at Highest Outlet - 15 ( ) Deluge Size 1/2" S Hose Allowance - Inside - 0 ( ) Preaction K-Factor 5.6 ,I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 750.365 Press Required - 78 .441 Summary C-Factor Used: 100 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 90 @ Press - R Residual Press - 85 Elev. - Well Flow - 1750 Proof Flow S Elevation - 0 U P Location - 142 CANAL STREET P L Source of Information - CUMMINGS & ASSOCIATES HYDRANT TEST Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) CUMMINGS &ASSOCIATES Page 2 142 CANAL STREET Date 9-11-06 City Water Supply: Demand: C1 -Static Pressure 90 D1 - Elevation 6.496 C2 - Residual Pressure: 85 D2- System Flow 500.365 C2 - Residual Flow 1750 D2-System Pressure 78.441 Hose (Adj City ) Hose ( Demand ) 250 D3-System Demand 750.365 Safety Margin 10.516 150 140 130 P 120 R 110 E 100 C1 S 90 2 S 80 U 70 R 60 E 50 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary CUMMINGS &ASSOCIATES Page 3 142 CANAL STREET Date 9-11-06 Fitting Legend Abbrev. Name '/: '/. 1 1'/. 1'/z 2 2'h 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B Generic Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 'Pressure / Flow Summary- STANDARD CUMMINGS &ASSOCIATES Page 4 142 CANAL STREET Date 9-11-06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 1 15.0 5.6 21.5 na 25.96 0.2 107 7.0 2 15.0 5.6 21.79 na 26.14 0.2 130 7.0 3 15.0 5.6 23.12 na 26.93 0.2 130 7.0 4 15.0 5.6 26.0 na 28.55 0.2 130 7.0 5 15.0 5.6 31.09 na 31.22 0.2 130 7.0 6 15.0 5.6 39.24 na 35.08 0.2 130 7.0 15 15.0 5.6 42.91 na 36.68 0.2 130 7.0 7 15.0 5.6 21.56 na 26.0 0.2 130 7.0 8 15.0 5.6 21.92 na 26.22 0.2 130 7.0 9 15.0 5.6 23.26 na 27.01 0.2 130 7.0 10 15.0 5.6 26.15 na 28.64 0.2 130 7.0 11 15.0 5.6 31.26 na 31.31 0.2 130 7.0 12 15.0 5.6 39.46 na 35.18 0.2 130 7.0 16 15.0 5.6 43.14 na 36.78 0.2 130 7.0 13 15.0 49.2 na 14 15.0 49.2 na 17 15.0 49.2 na 18 15.0 5.6 49.2 na 39.28 0.2 130 7.0 301 15.0 5.6 49.44 na 39.37 0.2 130 7.0 302 15.0 49.24 na 303 15.0 49.51 na 304 15.0 50.46 na 305 15.0 51.77 na 19 15.0 52.88 na 20 15.0 54.04 na 21 15.0 56.51 na 22 15.0 57.89 na 23 15.0 59.02 na 24 15.0 60.1 na 25 15.0 61.14 na 26 15.0 61.63 na 27 15.0 69.77 na 28 15.0 70.16 na TOR 15.0 70.19 na BOR 3.0 75.52 na ENT 0.0 77.5 na CONN 0.0 78.44 na 250.0 The maximum velocity is 21.93 and it occurs in the pipe between nodes 11 and 12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams CUMMINGS&ASSOCIATES Page 5 142 CANAL STREET Date 9-11-06 Hyd. Ca Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***** Notes ***** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 25.96 1.61 0.0 8.000 21.498 K Factor= 5.60 to 100 0.0 0.0 0.0 2 25.96 0.0368 0.0 8.000 0.294 Vel = 4.09 2 26.15 1.61 0.0 10.000 21.792 K Factor= 5.60 to 100 0.0 0.0 0.0 3 52.11 0.1330 0.0 10.000 1.330 Vel = 8.21 3 26.92 1.61 0.0 10.000 23.122 K Factor= 5.60 to 100 0.0 0.0 0.0 4 79.03 0.2877 0.0 10.000 2.877 Vel = 12.45 4 28.56 1.61 0.0 10.000 25.999 K Factor= 5.60 to 100 0.0 0.0 0.0 5 107.59 0.5089 0.0 10.000 5.089 Vel = 16.96 5 31.22 1.61 0.0 10.000 31.088 K Factor= 5.60 to 100 0.0 0.0 0.0 6 138.81 0.8155 0.0 10.000 8.155 Vel = 21.88 6 35.08 2.067 0.0 10.000 39.243 K Factor= 5.60 to 100 0.0 0.0 0.0 15 173.89 0.3664 0.0 10.000 3.664 Vel = 16.63 15 36.69 2.067 1T 7.137 5.000 42.907 K Factor= 5.60 to 100 0.0 7.137 0.0 302 210.58 0.5220 0.0 12.137 6.336 Vel = 20.13 0.0 210.58 49.243 K Factor= 30.01 7 26.00 1.61 0.0 10.000 21.556 K Factor= 5.60 to 100 0.0 0.0 0.0 8 26.0 0.0368 0.0 10.000 0.368 Vel = 4.10 8 26.22 1.61 0.0 10.000 21.924 K Factor= 5.60 to 100 0.0 0.0 0.0 9 52.22 0.1336 0.0 10.000 1.336 Vel = 8.23 9 27.01 1.61 0.0 10.000 23.260 K Factor= 5.60 to 100 0.0 0.0 0.0 10 79.23 0.2890 0.0 10.000 2.890 Vel = 12.49 10 28.64 1.61 0.0 10.000 26.150 K Factor= 5.60 to 100 0.0 0.0 0.0 11 107.87 0.5113 0.0 10.000 5.113 Vel = 17.00 11 31.31 1.61 0.0 10.000 31.263 K Factor= 5.60 to 100 0.0 0.0 0.0 12 139.18 0.8195 0.0 10.000 8.195 Vel = 21.93 12 35.17 2.067 0.0 10.000 39.458 K Factor= 5.60 to 100 0.0 0.0 0.0 16 174.35 0.3681 0.0 10.000 3.681 Vel = 16.67 16 36.79 2.067 1T 7.137 5.000 43.139 K Factor= 5.60 to 100 0.0 7.137 0.0 303 211.14 0.5247 0.0 12.137 6.368 Vel = 20.19 0.0 211.14 49.507 K Factor= 30.01 13 0.0 1.61 0.0 10.000 49.203 to 100 0.0 0.0 0.0 14 0.0 0.0 0.0 10.000 0.0 Vel =0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final'Calculations - Standard CUMMINGS&ASSOCIATES Page 6 142 CANAL STREET Date 9-11-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **"**** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 14 0.0 1.61 0.0 10.000 49.203 to 100 0.0 0.0 0.0 17 0.0 0.0 0.0 10.000 0.0 Vel = 0 17 0.0 1.61 0.0 10.000 49.203 to 100 0.0 0.0 0.0 18 0.0 0.0 0.0 10.000 0.0 Vel = 0 18 39.28 2.067 0.0 10.000 49.203 K Factor= 5.60 to 100 0.0 0.0 0.0 301 39.28 0.0233 0.0 10.000 0.233 Vel = 3.76 301 39.38 2.067 1T 7.137 5.000 49.436 K Factor= 5.60 to 100 0.0 7.137 0.0 304 78.66 0.0845 0.0 12.137 1.025 Vel = 7.52 0.0 78.66 50.461 K Factor= 11.07 302 210.58 4.026 0.0 13.000 49.243 to 100 0.0 0.0 0.0 303 210.58 0.0203 0.0 13.000 0.264 Vel = 5.31 303 211.13 4.026 0.0 13.000 49.507 to 100 0.0 0.0 0.0 304 421.71 0.0734 0.0 13.000 0.954 Vel = 10.63 304 78.65 4.026 0.0 13.000 50.461 to 100 0.0 0.0 0.0 305 500.36 0.1007 0.0 13.000 1.309 Vel = 12.61 305 0.0 4.026 0.0 11.000 51.770 to 100 0.0 0.0 0.0 19 500.36 0.1007 0.0 11.000 1.108 Vel = 12.61 19 0.0 4.026 0.0 11.500 52.878 to 100 0.0 0.0 0.0 20 500.36 0.1007 0.0 11.500 1.158 Vel = 12.61 20 0.0 4.026 IT 14.274 10.250 54.036 to 100 0.0 14.274 0.0 21 500.36 0.1007 0.0 24.524 2.470 Vel = 12.61 21 0.0 4.026 1 E 7.137 6.583 56.506 to 100 0.0 7.137 0.0 22 500.36 0.1007 0.0 13.720 1.382 Vel = 12.61 22 0.0 4.026 0.0 11.250 57.888 to 100 0.0 0.0 0.0 23 500.36 0.1007 0.0 11.250 1.133 Vel = 12.61 23 0.0 4.026 0.0 10.750 59.021 to 100 0.0 0.0 0.0 24 500.36 0.1007 0.0 10.750 1.083 Vel = 12.61 24 0.0 4.026 0.0 10.250 60.104 to 100 0.0 0.0 0.0 25 500.36 0.1007 0.0 10.250 1.032 Vel = 12.61 25 0.0 4.026 0.0 4.917 61.136 to 100 0.0 0.0 0.0 26 500.36 0.1007 0.0 4.917 0.495 Vel = 12.61 26 0.0 4.026 0.0 80.833 61.631 to 100 0.0 0.0 0.0 27 500.36 0.1007 0.0 80.833 8.141 Vel = 12.61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ' Findl Calculations - Standard CUMMINGS&ASSOCIATES 142 CANAL STREET Page 7 Date 9-11-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ***** Notes ***** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 27 0.0 6.357 0.0 6.000 69.772 to 100 0.0 0.0 6.496 48 500.36 0.0110 0.0 6.000 0.066 Vel = 5.06 0.0 500.36 76.334 K Factor= 57.27 28 -500.36 6.357 0.0 29.667 70.161 to 100 0.0 0.0 6.496 48 -500.36 -0.0109 0.0 29.667 -0.323 Vel = 5.06 0.0 -500.36 76.334 K Factor= -57 27 28 500.36 6.357 0.0 3.000 70.161 to 100 0.0 0.0 0.0 TOR 500.36 0.0107 0.0 3.000 0.032 Vel = 5.06 TOR 0.0 6.357 0.0 12.000 70.193 to 100 0.0 0.0 5.197 BOR 500.36 0.0109 0.0 12.000 0.131 Vel = 5.06 BOR 0.0 6.357 3E 52.808 10.000 75.521 to 120 2B 25.147 77.955 1.299 ENT 500.36 0.0078 0.0 87.955 0.684 Vel = 5.06 ENT 0.0 6.16 2E 40.168 50.000 77.504 to 140 1T 43.037 87.509 0.0 CONN 500.36 0.0068 1 G 4.304 137.509 0.937 Vel = 5.39 250.00 Qa = 250.00 750.36 78.441 K Factor= 84.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . . . Fire Protection by Computer Design Robert Cummings&Associates, PLLC i j Robert B.Cummings, P.E. MA FPE no. 39299 NH FPE no. 9628 0$ cR 181 Bow Bog Road Bow, NH 03304 F' or OR y o No.39 98 (603)224-7453 fax(603)224-7467,! 'FS_ 01STE. AL ENr'� Job Name 142 CANAL STREET Building 142 CANAL STREET Location 2ND FLOOR - l V6o4ci System Contract Data File 142CANAL-2ND FL.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 CUMMINGS &ASSOCIATES Page 1 142 CANAL STREET Date 9/10/06 Hydraulic Design Information Sheet Name - ANTHONY GATTINERI Date - 9/11/06 Location - 2ND FLOOR Building - 142 CANAL STREET System No. - Contractor - OWNER Contract No. - Calculated By - ED PRATT Drawing No. - 1 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 15 Occupancy - OFFICE S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1950 System Type Sprinkler/Nozzle Density - 0.1 ( ) Wet Make TYCO D Area Per Sprinkler - VARIES (X) Dry Model FR-B E Elevation at Highest Outlet - 28 ( ) Deluge Size 1/2" S Hose Allowance - Inside - 0 ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 582.166 Press Required - 53.102 Summary C-Factor Used: 100 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 8/31/06 Cap. - T Time of Test - 11 :45PM Rated Cap.- Elev.- E Static Press - 90 @ Press - R Residual Press - 85 Elev. - Well Flow - 1750 Proof Flow S Elevation - 0 U P Location - ACROSS FROM 142 CANAL STREET P L Source of Information - CUMMINGS & ASSOCIATES HYDRANT TEST Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized s Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) CUMMINGS &ASSOCIATES Page 2 142 CANAL STREET Date 9/10/06 City Water Supply: Demand: C1 -Static Pressure 90 D1 -Elevation 12.127 C2- Residual Pressure: 85 D2 -System Flow 332.166 C2- Residual Flow 1750 D2-System Pressure 53.102 Hose (Adj City) Hose ( Demand ) 250 D3-System Demand 582.166 Safety Margin 36.246 150 140 130 P 120 R 110 E 100 Cl S 90 S 80 U 70 R 60 D2 E 50 40 D3 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary CUMMINGS &ASSOCIATES Page 3 142 CANAL STREET Date 9/10/06 Fitting Legend Abbrev. Name Y: '/. 1 1Y. 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary- STANDARD 'CUMMINGS &ASSOCIATES Page 4 142 CANAL STREET Date 9/10/06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Re g. 401 28.0 5.6 7.28 na 15.11 0.1 150 7.0 402 28.0 5.6 8.15 na 15.99 0.1 150 7.0 403 28.0 5.6 11.39 na 18.9 0.1 150 7.0 404 28.0 5.6 13.26 na 20.39 0.1 150 7.0 405 28.0 5.6 15.08 na 21.75 0.1 150 7.0 406 28.0 5.6 18.08 na 23.81 0.1 150 7.0 408 28.0 5.6 7.17 na 15.0 0.1 150 7.0 409 28.0 5.6 8.03 na 15.87 0.1 150 7.0 410 28.0 5.6 10.94 na 18.52 0.1 150 7.0 411 28.0 5.6 12.4 na 19.72 0.1 150 7.0 412 28.0 5.6 14.64 na 21.43 0.1 150 7.0 413 28.0 5.6 17.54 na 23.46 0.1 150 7.0 415 28.0 5.6 10.81 na 18.41 0.1 150 7.0 416 28.0 5.6 11.93 na 19.34 0.1 150 7.0 417 28.0 5.6 13.15 na 20.31 0.1 150 7.0 418 28.0 5.6 14.42 na 21.27 0.1 150 7.0 419 28.0 5.6 16.7 na 22.88 0.1 150 7.0 420 28.0 20.71 na 414 28.0 20.84 na 407 28.0 21.48 na 421 28.0 23.0 na 218 13.5 35.23 na 220 13.5 36.47 na 225 13.5 38.24 na 111 13.25 46.22 na 112 13.25 46.22 na 48 13.5 46.38 na 28 13.5 46.53 na TOR 13.5 46.54 na BOR 3.0 51.15 na ENT 0.0 52.5 na CONN 0.0 53.1 na 250.0 The maximum velocity is 14.52 and it occurs in the pipe between nodes 405 and 406 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams •CUMMINGS &ASSOCIATES Page 5 142 CANAL STREET Date 9/10/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ****** Notes ***** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 401 15.11 1.049 0.0 11.250 7.283 K Factor= 5.60 to 120 0.0 0.0 0.0 402 15.11 0.0774 0.0 11.250 0.871 Vel = 5.61 402 15.99 1.049 0.0 11.000 8.154 K Factor= 5.60 to 120 0.0 0.0 0.0 403 31.1 0.2945 0.0 11.000 3.240 Vel = 11.55 403 18.91 1.38 0.0 10.000 11.394 K Factor= 5.60 to 120 0.0 0.0 0.0 404 50.01 0.1865 0.0 10.000 1.865 Vel = 10.73 404 20.39 1.61 0.0 11.000 13.259 K Factor= 5.60 to 120 0.0 0.0 0.0 405 70.4 0.1657 0.0 11.000 1.823 Vel = 11.09 405 21.75 1.61 0.0 11.000 15.082 K Factor= 5.60 to 120 0.0 0.0 0.0 406 92.15 0.2727 0.0 11.000 3.000 Vel = 14.52 406 23.81 2.067 1T 10.0 17.500 18.082 K Factor= 5.60 to 120 0.0 10.000 0.0 407 115.96 0.1236 0.0 27.500 3.398 Vel = 11.09 0.0 115.96 21.480 K Factor= 25.02 408 15.00 1.049 0.0 11.250 7.175 K Factor= 5.60 to 120 0.0 0.0 0.0 409 15.0 0.0764 0.0 11.250 0.860 Vel = 5.57 409 15.87 1.049 0.0 10.000 8.035 K Factor= 5.60 to 120 0.0 0.0 0.0 410 30.87 0.2905 0.0 10.000 2.905 Vel = 11.46 410 18.53 1.38 0.0 8.000 10.940 K Factor= 5.60 to 120 0.0 0.0 0.0 411 49.4 0.1822 0.0 8.000 1.458 Vel = 10.60 411 19.71 1.61 0.0 14.000 12.398 K Factor= 5.60 to 120 0.0 0.0 0.0 412 69.11 0.1602 0.0 14.000 2.243 Vel = 10.89 412 21.43 1.61 0.0 11.000 14.641 K Factor= 5.60 to 120 0.0 0.0 0.0 413 90.54 0.2640 0.0 11.000 2.904 Vel = 14.27 413 23.46 2.067 1T 10.0 17.500 17.545 K Factor= 5.60 to 120 0.0 10.000 0.0 414 114.0 0.1197 0.0 27.500 3.292 Vel = 10.90 0.0 114.00 20.837 K Factor= 24.97 415 18.41 1.049 0.0 10.000 10.811 K Factor= 5.60 to 120 0.0 0.0 0.0 416 18.41 0.1117 0.0 10.000 1.117 Vel = 6.83 416 19.34 1.38 0.0 11.000 11.928 K Factor=5.60 to 120 0.0 0.0 0.0 417 37.75 0.1108 0.0 11.000 1.219 Vel = 8.10 417 20.31 1.61 0.0 11.000 13.147 K Factor= 5.60 to 120 0.0 0.0 0.0 418 58.06 0.1161 0.0 11.000 1.277 Vel = 9.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final'Calculations - Standard 'CUMMINGS &ASSOCIATES Page 6 142 CANAL STREET Date 9/10/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ****** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 418 21.27 1.61 0.0 11.000 14.424 K Factor= 5.60 to 120 0.0 0.0 0.0 419 79.33 0.2066 0.0 11.000 2.273 Vel = 12.50 419 22.88 2.067 2T 20.0 21.000 16.697 K Factor= 5.60 to 120 0.0 20.000 0.0 420 102.21 0.0978 0.0 41.000 4.011 Vel = 9.77 420 0.0 3.068 0.0 9.000 20.708 to 120 0.0 0.0 0.0 414 102.21 0.0143 0.0 9.000 0.129 Vel = 4.44 414 114.00 3.068 0.0 11.250 20.837 to 120 0.0 0.0 0.0 407 216.21 0.0572 0.0 11.250 0.643 Vel = 9.38 407 115.96 3.068 1 E 7.0 5.000 21.480 to 120 0.0 7.000 0.0 421 332.17 0.1266 0.0 12.000 1.519 Vel = 14.42 421 0.0 3.068 1 E 7.0 25.000 22.999 to 120 1T 15.0 22.000 6.280 218 332.17 0.1265 0.0 47.000 5.946 Vel = 14.42 218 0.0 3.068 0.0 7.000 35.225 to 100 0.0 0.0 0.0 220 332.17 0.1773 0.0 7.000 1.241 Vel = 14.42 220 0.0 3.068 0.0 10.000 36.466 to 100 0.0 0.0 0.0 225 332.17 0.1773 0.0 10.000 1.773 Vel = 14.42 225 0.0 3.068 2T 21.411 23.000 38.239 to 100 0.0 21.411 0.108 112 332.17 0.1773 0.0 44.411 7.873 Vel = 14.42 0.0 332.17 46.220 K Factor= 48.86 111 0.0 3.068 2E 9.992 78.000 46.220 to 100 1T 10.705 20.697 0.0 112 0.0 0.0 0.0 98.697 0.0 Vel = 0 112 332.17 6.065 1T 21.411 20.000 46.220 to 100 0.0 21.411 -0.108 48 332.17 0.0064 0.0 41.411 0.266 Vel = 3.69 48 0.0 6.357 0.0 29.583 46.378 to 100 0.0 0.0 0.0 28 332.17 0.0051 0.0 29.583 0.151 Vel = 3.36 28 0.0 6.357 0.0 3.000 46.529 to 100 0.0 0.0 0.0 TOR 332.17 0.0050 0.0 3.000 0.015 Vel = 3.36 TOR 0.0 6.357 0.0 12.000 46.544 to 100 0.0 0.0 4.548 BOR 332.17 0.0051 0.0 12.000 0.061 Vel = 3.36 BOR 0.0 6.357 0.0 10.000 51.153 to 100 0.0 0.0 1.299 ENT 332.17 0.0051 0.0 10.000 0.051 Vel = 3.36 ENT 0.0 6.16 2E 40.168 100.000 52.503 to 140 1T 43.037 87.509 0.0 CONN 332.17 0.0032 1G 4.304 187.509 0.599 Vel = 3.58 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Rnai' Calculations - Standard 'CUMMINGS &ASSOCIATES Page 7 142 CANAL STREET Date 9/10/06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C', or Ftng's Pe Pv **** Notes **** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 250.00 Qa = 250.00 582.17 53.102 K Factor= 79.89 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 t�. O O O O O O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- OO O . ...... .... ... . ... . . .. .. .. .. .. .. ... . .. . ... . .. . ... . ... . .. .... ... . .... .... .... . CLJ LIQ" O ; .. . . ... ... .. .. . ... . UNIT J Nlt New An le Office 102 S.F 91 S.E UNIT — — . . .... ... . . UNIT 1= UNIT F- — — ... _. .. 0 o Evangelical Pentecostal New An el Glass Church Salem Taxi g . ... .. . .. UNIT C 25-15 S.F. 544 S.F. 198 S.F. Evangelical - North Shore ARC Pentecostal .861 S.F. �— — — church ° H.H. Morant & Co., Inc. — — � � — — — Architects UNIT J UNIT I P.O. Box 4485 Line X Salem Taxi 221 Washington. Street 113 S.F. 28� S.F. I I I Salem, Massachusetts 01970 = o O ° ° (978) 744-5354 - - --- — — — o o (978) 740-9161 Fax Consultants: UNIT" D brie-X L - 0 1380 S.F. i 0 0 0 Job Number: comp. C, i o rpm Oro— ° O ; — — Date: KNIT O I October _(o, 200 Unoccu ied 5060 B.F. I No. Date Revision By: I 10/11/06 Office ML UNIT C L- — — — p U ° Brazusa Towing ° ° ° — 0 10/18/06 Egress ML And Reair ; 2583 S.r 1 l I O — © 10/11/06 Office ML ° ( I ° F —-—— ® 11/14/06 Unit B S F ML ------ UNIT I I 11/14/06 Unit C e D ML I ABG Auto Detailing L---- I I O ° 1446 S.F.And Mechanics 2/14/01 As Built ML I I — I I +�I was�a oa 2/23/01 Unit B ML Tank — () Project: Bath C ] l 1,42 Canal Street Hertz Car Unoccupied ° Rental 104- UNIT �� on Hertz Car - Rental o 1306 S.F. n U n c 0 © Anthony Gattlnen 142 Canal Street i -`-- 0 Salem, Mas achsetts &,....,4A_ �o AL ti4 SAL — __ E ° UNIT A , r b► 3 Pre Owned t 4824 S.F. If 101-A I , 1 I L _ O O Scale: ° 1� 0 O Drawing Number: Electrical Room 02-A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- 1 Fir6t Floor F1ar/ 1 / a" = 1 ' - �" Oro-oroo (5/0(0) ° 0 EIT'X-OF -- PUBLIC PROPERTY DEPARTNIEiNT ►1\dFx cv p�w-.v MAV'Ol 120 WAMUL GWW ST1 'SNP Nwttnatostirrs Ot970 To-M. 7ii9S99•FNC 978.740.9W APPLICATION FOR THE REPAIR. RENOVATION, CONSTRUCTION DEMOLITION. OR CHANGE OF USE OR OCCUPANCY FOR ANY EXISTING STRUCTURE OR BUILDING 1.0 SITE INFORMATION Locadw New (! k't ' Building: - — Prop"Address - ---- Property Is located In a. Conservatlon Ares YM_ 1/ Historic DWtk t YM N- 2.0 OWNERSHIP INFORMATION 2.1 Owner of Land Name: Address: �l�� a°�v /J rz L Telephone: f . 37F f_J_ C/ 3.0 COMPLETE THIS SECTION FOR WORK IN EXISTING BUILDINGS ONLY Addition Existing Renovation Number of Stories Renovated Change in Use New Demolition Existing Approximate year of Area per floor (sn Renovated construction or renovation of existing building New Brief Description of Pr posed Work: ?z✓ � � ,-��' s � � ,/� /an�v - (/➢`"fin_ 'car/ "- --� —_-- -- ------ - -- - -- -- -—- ---Mail Permit to: &r 11MAR - _ -- What is the current use of the uiiding? Material of Building? If dwelling.how many units? Win the Building Conform to Law? ✓ f — Asbestos? Architect's Name Address and Phone ( ) Mechanic's Name /` FI�� Address and Phone i `f f Construction Supervisors License Gy3U -6 HIC Registration N Estimated Cost � s G'G Permit Fee Calculation Permit Fee t Estimated Cost X$71$1000 Residential Estimated Coat X S41Ii1000 Commercial---------_._ - An Additional $5.00 is added as an Administrable charge. Make sure that all fields are properly and legibly written to avoid delays in processing. The undersigned does hereby apply for a Building Permit to bui a above stated specifications. Signed under penalty of perjury /� Date vl - b 3 v 3 IN >, m d 4. a 1\142 CANAL STREET 602-11 COMMONWEALTH OF MASSACHUSETTS ,r , CITY OF SALEM 403 rr Map , =33 Block Loi SIGN PERMIT 0006 alp Permit:, .,'#..sign y ,:•ri �t� .� ' . .Hll . Category: 'SIGN, Permit# _ 602-11 4';jL PERMISSION IS HEREBY GRANTED TO: Project# ' JS-2011'000821a i z Est'Cost: $10,000.00; n ; k ., ; Contractor: License: Expires Fee Charged:$0 00"��'` P"T-, ,.J' Poyant Signs Inc Balance Due:$ 00. •i,.r Owner: Snake Bite Realty LLC #of Fixtures'. , Applicant: Poyant Signs Inc DigSafe# ' u,... , s AT. 142 CANAL STREET UseGroup _ ConstClass`r�'- ISSUED ON: 22-Feb-2011 AMENDED ON. EXPIRES ON. 22-Jul-2011 TO PERFORM THE FOLLOWING WORK: SIGN PERMIT AS APPROVED FOR(ENTERPRISE RENT A CAR)jbh THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: Fee Type: Receipt No: Date Paid: Check No: Amount: SIGN REC-2011-000930 22-Feb-11 x $0.00 GeoTMS®2011 Des Lauriers Municipal Solutions,Inc. Permit Number t 5 i z_ vv APPLICATION FOR PERMIT TO ERECT A SIGN NOTE: BUILDING PERMIT MUST BE OBTAINED BEFORE SIGN Is ERECTED Location, Ownership and Detail Must Be Correct, Complete, and Legible Salem, Massachusetts To the Building Inspector: Date The undersigned hereby applies for a permit to ❑Erect, ❑Alter, ❑Repair a sign on the following described buildings: j`��^ C �'N A +rye -�- ❑ Urban Renewal Area ntrance Corridor ❑Historic District ❑ None •• • a9K[ �=, ,4d BuildingUse of Telephone _ C, 1 floor 01 IQ - I! S 2" floor Address 33' w cr ,4Fi,4d p 3floorTelephone 4 floor E-mail � k ,- r'a How many businesses are in the building? If a corporate body, name Frontage of responsible officer 48 pe pp. k(S • 5 ke Building linear feet Construction Sups License No �C 5 O G a 7 6 7 Applicant's Space(if multi-tenant) linear feet Address O o F.4,4Ory M 0 7S Property /it2 i linear feet Telephone O$ —.S- O 11a! Mail Sign Permit to E-mail ;G a vss ,Co ncA ❑Sign Owner ign Erector ❑Other: Si n1 Sign 2 Sign 3 urface ❑ Surface ❑Surface ❑Right Angle to Building ❑ Right Angle to Building ❑ Right Angle to Building p,Pree Standing ❑ Free Standing ❑Free Standing ❑Awning ❑Awning ❑Awning ❑Portable(A-Frame) ❑ Portable(A-Frame) ❑Portable(A-Frame) ❑Other(specify) ❑Other(specify) ❑Other(specify) ` '[•" lei Sign Materials Sign Materials Sign Materials 10 N Sign Dims nq r ! f I Sign Dimensions Sign Dimensions Sign Area C a,S r sq ft Sign Area Sign Area s ft sq ft Sign Height(if a standing) `a!y r Sign, Height(if free standing) Sign Height(if free standing) � tr EstirQpted Cost of Net Work $ 000,o0 Existing Signs Type Sign Area To Be Removed? Sign Owner ❑Surface sq ft ❑yes ❑no ❑ Right Angle to Building sq ft ❑yes ❑no ❑ Free Standing sq ft ❑yes ❑no Si n Owner's uthgrized e r taf ve ❑Awning sq ft ❑yes ❑no ❑ Other(specify) sq ft oyes ❑no uSS Property Owner Internal Review PlanninCommunity e I ment Department Historical Commission ham. Building Inspector oazarm m i 6/9/14 Applicable Governmental Permitting Agency City of Salem, MA RE: Letter of Authorization to Signs by Russ, Inc from Snakebite Realty LLC This letter authorizes and gives permission to O'Reilly Auto Parts to obtain proper permits to Install exterior signage for their leased space from Denenberg Realty at 142 Canal Street Salem, MA 01970. O'Reilly Auto Parts will be contracting with Signs by Russ, Inc to install the exterior signage. They have Denenberg Realty's permission to pull a permit and install exterior signage at the above location If there are any problems or you need to get in touch with me, feel free to call me at 617-720-5656 Sincerely, P perty Manager DAT Commonwealth of Massachusetts ,P \1 , a City of Salem 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595 x5641 Return card to Building Division for Certificate of Occupancy Permit No. B-14-1269 rEE PAID: $0.00 PERMUT TO BUILD DATE ISSUED: 8/21/2014 This certifies that 142 CANAL STREET NOM TRUST SNAKEBITE REALTY, LLC has permission to erect, alter, or demolish a building —142-bidg2 CANAL STREET Map/Lot: 330006-0 as follows: Signs SIGN PERMIT AS APPROVED FOR: O RIELLY AUTO PARTS Contractor Name: RUSS BAKER .2 , DBA: SIGNS BY "RUBS" INC. !�z- � # Contractor License No: CS-062767ij � 8/21/2014 Building Official r` Date This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance.The Building Official may grant one or more extensions not to exceed six months each upon written request. i k�'� p . F ib=,"��,."4 as c ?.�i"w .ut x ^ix:.::'` lei";-� -,y All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. t v, t Ir All construction,alterations and changes of use of any'buili ing and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. -,d t ,i The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on.this permit. A .�9IIt AF °'.per •��!vl HIC#: "Persons contracting with.unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Y 1 ill i!d11 1 + vA mL .. Restrictions: r, LJhq� "5t t24, Building plans are to be available on site. All Permit Cards are the property of the PROPERTY OWNER. e City of Salem Sign Permit Application Worksheet 31Jul-14 O'Reilly Auto Parts 142 Canal Street Zoning(res/non-res) I Entrance Corridor(Y/N) Y Lot frontage 452 feet Building or tenant frontage 65 feet #of businesses on site Bldng dist from street center 100 feet 2 Multiplier 1 c rq ermmaximum area permitted 65.00 sq ft OC3 lJ 2n total proposed sign area 0.00 sq ft � r*1 sign 1 r—< Sign length 0.00 inches 'D mrIn height 0.00 inches W <_ sign 2 F n Sign length 0.00 inches Cr N. height 0.00 inches sign 3 length 0.00 inches height 0.00 inches sign 4 length 0.00 inches - height 0.00 inches sign 5 length 0.00 inches hei ht 0.00 inches maximum area permitted 62.50 sq ft(per side) m7aximum#of signs permitted 1 signs maximum height permitted 15.00 ft tall TOTAL PYLON SIGN sign 1 proposed sign area 62.57 sq ft length 85.00 inches height 106.00 inches proposed sign height 12.00 ft(approx) sign 2 proposed sign area 21.25 sq ft length 85.00 inches height 36.00 inches proposed sign height ft Application meets guidelines set forth in the Salem Sign Ordinance Yes Recommend approval Yes The applicant proposes to cut down existing poles(that are currently out of compliance),to a height of 124". They will refurbish the existing multi-tenant pylon sign and place their company's signage at the top of it-it will be a 21.25 sq/ft sign within the pylon sign. The pylon sign will be non-illuminated. Permit Number APPLICATION FOR PERMIT TO ERECT A SIGN NOM BUILDING Pemrr MUST BE OaTAINED WORE SIGN IS ERECTED Location,Ownership and Detail Must Be Correct,Complete,and Legible 1.J 15LF-) Salem.Massachusetts To the Building Inspector. Date l(��1 The undersigned hereby applies for a peril to r(Emct a After, a Repair a sign on the following described bWldngs; U 1 / 2. <2,.44 sjw- x k o�District Area oarThirance Now Corridor Snat<e`�k Rut U-C RPM - n Tdephone (ate- �20- :5mSCo 7 floor,e I•JL\ 77rK S floor Address lti2 Gn $ 3 floor telephone 71'- Z - 39oS 4 Boor E-mail How many businesses cite h tls buibbp'1 I/a corporate 6ady,name of mook9bb oHbv St ,s 8 GI z4C. RYsr RAW Building 4 2nearleet Core1nu11mSups lkese No CS l'Xs2467 Appllaarn's Space(H mT30 Iirtearfesl Address Fb 13ak V S.7:atl� D7:195 PAY o Ibear lee, Le "e Sod- S8o -Z2it E•nad Ar- S:.v n..sr. 0141- a Sign Owner Erector o Other. 8 t SI 2 n 8 o Surface u$udace a Surface o RIgM Angle to Budding o Right Angle b Willing a Right Angle to Building sires 3landing o Free Standing o Free Standrg a APortable(A-Frame) o Portable(A-Frame) o pot Ne(A-Fmme) o Other(speedy) a Other(specify) a Other(specfy) Sign Materials Sign Materials Sign Materials 11:,, 14 T Sin Dimerm 4Se Dimensbre Sign Dimensions x rsr Sign Area Q Sign Area Sign A� P ry it » Sign Heigh(if free standing) Sign FleigfN(it Iree standing) Sign Haight pf hee staridng) Esflmated Cast of Net Work $ &GO.ao TY� Sign Am To Be Rarreved? Sign _sgft ayes ono tom, a Right Angle to BWkdrg _sq ry oyes o ra o Free Standing _sq ry ayes ono K so Owns�Zad Reoresentedve a Aiming _sq ry oyes ono �'— a Other(specify) _sq ry oyes ono property Owner Planning&Community Development OBpartrrlest Historical Commission tz,741ef-I Building Inspector wzV,om IyAI�tiD s� 1 City of Salem Sign Permit Application Worksheet RECEIVED 23-Apr-15 NSPECTIONAL SERVICES T Tires 142 CanalStreet 2015 APR 2 4 A $: 58 Zoning(res/non-res) B5 Entrance Corridor(YIN) Y Lot frontage 160 feet Building or tenant frontage 30 feet #of businesses on site multiple Bldng dist from street center 170 feet Multiplier 1 maximum area permitted 30.00 sq ft total proposed sign area 30.00 sq ft sign 1 length 180.00 inches height 24.00 inches sign 2 length 0.00 inches height 0.00 inches sign 3 length 0.00 inches height 0.00 inches sign 4 length 0.00 inches height 0.00 inches sign 5 length 0.00 inches - hei ht 0.00 inches maximum area permitted 32.50 sq ft(per side) maximum#of signs permitted 1 signs maximum height permitted 12.50 ft tall sign 1 proposed sign area 9.44 sq ft length 85.00 inches height 16.00 inches proposed sign height 0.00 ft sign 2 proposed sign area 0.00 sq ft length 0.00 inches height 0.00 inches proposed sign height ft Application meets guidelines set forth in the Salem Sign Ordinance yes Recommend approval yes SCALE 2"=1' Replacement face for existing Pole sign. Square footage c f sign is 9 1/2 scl ft Sign is non-illuminated OReill CITY PERMIT NEEDED Y 85" USERNWMA,GNW ALTOQEPAIdADEI',4DL1C SE & NEW TIRES,ALIGNMENT AUTO REPAIR & DETAILING White aluminum background with vinyl letters and logo applied to first surface Logo is IT' x IT' letter height is 7" Color and copy as per drawing .�..�.,- oe .we «ra w.nme mmwm.r m.mo m.u,w Ewa m un wessmn m �11 Iw,P�YMi, evr,e,IW nq�wp,fa,NW�, M MN M �Y � nmaarl- tlm IYtl,�ul Hh pomellen/1y,ro�5 awnm m ,Ib a.m. ,m.wq N£L rtl Wgw�l,r,I.,aar�lpl,,. � BIYWN, M � GMB &amq. �s�aab.tugw a.+s��arusw�er� wee jai rf�r�rr�sa`F�a� `� " • 0✓1�BOY T1i09 SIGNS BY RUSS', ...�^.,..r��_ r....�. _ ACCEPT r�eptlwPssti TE ®_ A!! UAMU� a Mre YWf tC®W[Hp0 U0i9 � ACCEPTED DATE SHEET 1 OF 1 !4 R selem�M�streei Commonwealth of Massachusetts lqcx City of Salem 120 Washington St,3rd Floor Salem,MA 01970(978)745-9695 x5641 .a Return card to Building Division for Certificate of Occupancy Permit B-15-330 PERMIT TO BUILD FEE PAID:: $0$0.00 DATE ISSUED: 5/112016 This certifies that 142 CANAL STREET NOM TRUST SNAKEBITE REALTY, LLC has permission to erect, alter, or demolish,a ui in 14� gLf1g3 OWN ,STREET Map/Lot: 330006-0 as follows: Signs SIGN PERMITfAS A PROVED FORTTIRE3�, x� z [ tA�{ Contractor Name: RUSS BAKER ., . R- DBA: SIGNS BY"RUSS" INC. f ', Contractor License No: CS-062767 51112015 BLuldryng;4fftcial p# Date This permit shall be deemed abandoned and invalid unles',m eWaut110 byst`prrN� romm'encedm si"months after issuance..The Building Official may grant one or more extensions not to exceed six mornhs e`ach�upon wi l en fegclei t All work authorized by this permit shall conform to the approved appiicati n and the approved constr'uc`fiomdxuments for whic't1 tk is permit has been granted. All construction,alterations and changes of use of anylbuitdding grid structures shall be in compliance vnt11 the loc$I zoning by lavis.end codes. .This permit shall be displayed in a location clearly vsibla f „fin access str"t or road and shall be maintained open.,for pubitcirlspectipn for the entire duration of the work until the completion of the same. `"' The Certificate of Occupancy will not be issued until alf,�applic"gb igliatl res by the Building and Fire Official die prow ded on this permit. HIC#: Perso `croirta ,ng w,t unragister 'conhactora do not havLwacces`stom tyfunC'(asset forth.in MGL c.142A). Restrictions: *. F Building plans are to be available on site. All Permit Cards are the property of the PROPERTY OWNER. = �� o , . , << �. � The Commonwealth of Massachusetts �1�, Deparhnent of Public Safety ' �� M.issachusr.tfsShte Building Cc�e(780CMR) "' _ Building Permit Applicallon for any Building other than a One-or Two-Family D�Ilin� ('fhis SecHon Eur OFficial Use Onl ca ,.,/� � ' `''n� BullJing Permit Number. Date Applicd: Building Offici�l: "` o m u , SEC'[ION i:LOCATION(Pte�se inditate Block q and Lot k for lacaHons for which a sheet address ie not av�able)�^'' �' 'fZ � n�i �'• �. "' �---�� No.and Street � .City/Town Zip Code Name uf Building(if applic ) � � SECITON 2 PROPOSED WORK c� � Edition of MA SWM Cuie useJ_ If New Cunstructton chak here O or ch�Kk all that npply in the two n�il�bel�wn _`, � Eristing 8uilding flepair 0 Alter.tion � Addition❑ Denwiition O (PlenSe fill out:md submit Appendix l) .� � ChangeufUse � Changeu(Occupancy ❑ Other ❑ Specify: n ��` j ' �O� W Are builJing plans anJ/or construcNun ducumenls being suppGud ns part of this pormit application? Yes �Nu O Is an IndependentShuctural Engin��ering Pe�r Revi w reyuired7 r � � � N� �� e, !"�J � /�ih H''GL�� -o . Brief DescripNon of ProPusnl Work: � o _ y '� � 4��J 'D �O I.l ` " f. Y^ � � La V � � � SECIION 3:COMPLEf6 THIS SECfION IF EXISTING BUILDING UNDEItGOiNG RENOYATION,ADDITfON,OR CHANGE IN USS OR OCCUPANCY Ch��ck hcre if an ExiaHng BuilJing InvesNgaHon and EvaluaHon is encluse�i(See 780 CbIR 31) 0 Existlng Use Croup(s): Propouil Use Group(s): SECf[ON 4:BUILD[NG HEIGHT AND AREA . . .. .. . . . Facisting � ProposeJ Na of Fluors/Stories(indude b.uement levels)&Area Per Floor(sq.ft.) � Tutal Arca(sy.ft.)and Total Height(ft.) . SECIION 5:USE GROUP(Check ae a Iicable A; Aseembly Ad� A-2❑ Nighkldb ❑ r�-3 � A-!� . A-5❑ B: Bueiness B� E: EJucaHonai ❑ F: Facto F-l O F2 O H: Hi h Huud H-t�. H-2 O . H-3 � H-d 0 H-5 O 1: Institutlonal I-t O. I-2❑ 1-3❑ I-1❑ M: MercanHie� R: Residential R-10 R-2 O R-3 O R-0 O S: Storoge Sl O S2❑ U: Utility❑ S etirl Use O anJ Iease dt5cribe bcluw: SEnxi:il Use: SECi(ON 6:CONSTRUCIION TYI'E(Check as a licable G\ ❑ IU ❑ IIA ❑ IIBO IIIA � IIIBO lV O VAO VD ❑ SECI'[ON 7:SITE INFORMATION(refer to 7BOCMR il1A for defal�e on each Item) Water Supply: Flood Zone Informallon: Sewage Disposal: Trench Perntih Debris Removat: Public 9� Clietk i(uutside Fluod Zune❑ Indicate manicipal O �trcnch will nut be LicenseJ Dispusal Site 0 reyuireJ O or treach ur specify: Privale O or indentify Zone: ur on site system❑ v�rmit is entlosed❑ Railroad rightobway: tlaza�ds m Air Navigation: �I��,tl�+_�o�i�G,n,n��.v_nn u,_�pt��.t�r�kx�.c Nut Applinble❑ Is Stmdure within airpurt npproach area? I5 their review completeJ? ar Consent to Build encluseJ❑ Ycs O iir Nu❑ Yes❑ Nu O SECTION 8:CONTENT OF CERTIFfCATE OF OCCUPANCY @ditiuno(Cnde: UseGroup(s): TypeufConstruc[ion: (kcupantLo.�dperRnur. DiicslhebuilJingcontain�mSprinkicrSysfcm?: Sp�rialSlipid�Uions: — c'r~ �c.�Yi' S'.�.A �L R d 1 �� T� I�`r� � �(� C�„u ( ��Qe-� �t 1: �' � SECTION9: PROPERTYOWNERAUTHORIZA'f10N - Name an AdJnss of Property Orvner �� r�% ' C�� hoa 1H2 ('�h�z I < � , �'rz� - �tg��o N:ime(Print) No.and Street � Cily/Town � Zip Pro rty Owner Con6xt hdonnation: �iot�ne,�• - ��_3�5 �3�`('—_�: Ti11e Telephone tVa.(business) Tclephone No. (cell) e-mail aJdress If applicable,the property owncr hereby authorizes . Ncvne � Street Address. � � Cily/Town StaM - Z(p to ut on the ro er uwnefs bchalf,in all matters rclative to work authoriud b this buildin rmit a litatlon. SECf[ON 30:CONS7'RUC170N CONTROL(Please fil!aut ApQendix 2) If buildin is Ieea than 35,OW cu.ft.of enclosed a ce aiul nr nnt under Corotructlon Control then cheek hve Oand aki SecNon]0.1 10.1 RC shred Profeasional Rea onsibie for ConstrucNon Control ' Name(Registrnnt) Telephone Na e•mail.�ddrcss Registr�tian Number ISlrcet Address Clty/Town State Zip Dtxipline Expirafiun Date � 102 Genera!Conkazror Bv;��s Go�s � �.- � �- �� c ` - Com�y ame �'r�i�t)Lo �vrr,vs CS -O91�i0 � N.vne of P/eyrson Respon/syible r Construction L'uense Nu. and Type if Applicable ll UGPAN �Gi'� �d1�ih'1 � �� Strcet AdJress City/Town SMM Zip '�-�1 �/l Z __ �bl/r�03• b�rzvS� q rn�i�__ ;� -ev Tcic hane No. business Tcle hone No. ceU e-mait�ddcess • SECTIONII:WOFI:EI:S'tAihENS�"PIO�`WSUIt,�NC1iAPFIbAVfi' h1.G.L.u152 25C6 A Workers Compensntion h�surance AffiJavit from the MA Deparhnent of Industrt:il Accident�must be completed;uid submitted tivith this applicallon. Faiture to provide this afNdavit will result in the denial of the issuante of the building permit. Is a sl ned Affidavit submitte�i�vith this a ItcaHon? Yea 0 No � SECTION 12 CONSTRUCfION COSTS AND PERMIT FE6� I[em �«�ted Costs:(Labur � � � � � 80{I I�IBhI]ill9� Total Cuns[ruchonCost(from Item 6)_$ 1.6ullJin g Building Permit Frn=Tutal Construction Cost x_(Insert here 2.EI�Ytricai $ �� approprinte muNcipal fnctor)_$ :5.Plumbing � d.btechanic.il (HVAC) $ Note:Minimum ke-� (contnt municipality) 5.hlerhanic:il Other $ n� Encluse chr.rk payable tu 6.Total Cust � ��_ (�ontuit munici ali )and write check number here SECf10N 13:SICNATURE OF DUILDING PERA7IT APPLICANT 6y entering my name beluw, I hcreby attest wilet the pains and penalNes of perjury that all of the informatiun cuntain��.i in this application is true and a�y rok to the bes f m,�y+�.n wledge and understanJing. �r��z�>"r�� /��s �d �� '��- ��J Z----� /� Ple:ue print m�J sign mm�e Tifle Tclephune Nu. DaM �� l,E'-Gl2 �✓f. � ��d9,�e � f�q ' — �� Strcet Addr�ss Cily/'fown j St:ite Zip 6lunicipat Inspector to fiil ouf this section upon appllcation approvaL• � [�ui . � Name ate 13'-6" � �� R.w.._._,.._.�...�.�y � x��' �� t �;� ' r �"? 3"� SCHEDULE HEADER ABOVE 8 -6 �` " 4 PIPE TO � 8'-a" � �� {�i �w�" UNDERSIDE OF A �.✓r � `�� I �! JOIST ABOVE A-2 -- - - — - �_. <a:$ ;� ;x _I ,., , ; I � ; c,i � � -�- �� --T- .. _ _�- '---�' --' �-T —� � ..__..._r.�. � i ,Z � I i i ' I Fr � � I i ; j ' � � .__ . �"'_'_ '__ _' � '"L_ _..i_._ I �_ i_____ .. .r__..L .. ___'",L_"_ I . . . (7fn,,�; � ' II V l� �-- I " 1 ___. � � --_. _ 1_---.-- I w � -- --- -------._. r � r._ � � x A , �_ . � C'j A-2 ` =:---1----T—t-- �----..---._I.---------'-- --�---- �-.._' a --- U o.� � � o ``' i RECEPTION DESK � � �,, SE VICE AREA ?—� --- 8'X2' — --- -�; a '° �q�y l; �_�_''_1 � � Q n -_ '_-' i .i__�_ aT --�— �- - , 1 i � � � � 1 I , ! -;-----1-----1- —� ' � � � i _ �.._. ,---'---__7.__ a _ ' i � , i i -_ r i.__� ._.___ . L__ �._ . 1_ � . .I. ._ "_- � � � i � _.,_ r.__ I _ � � � _ � � �--- ,_� ; PROPOSED g�, ; T r QUARRY TILE r ; I ; i 10'-6" '-- � �-�- ---�-- - ' i �-- —,---� --L.� , i ; I , I � , HicN wa�� ; � � ; l ; ; �.... ____ ._ ; --�._ �. _ _r r.._t_ _.__.� ( a� (SEE DETAI�) � I__ ,--i- -- i__._- i i , � _L- -•- - --'--- �---- � ' N ��TV MONI�O� � � � I � --- � �:..—_ SIDEWA�K� q i o ---- - - -'----- - �-- _ ``' ' CLG 14'-0" � � � BLOCKING � •� .. 1 � �! _1�-� - - ---r-----�--- --�----r --'I - cv `� MIDSPAN � � � �. . � 1 j I i o Q �1 � i � � � '_.�...__ �-.-.T.. _ _ ._ - .� � R ., • ; I I A 1-- r _._ , � � � v � 1 _� _� __ � � w ^. � � - ---�— r I � � 1 1 � � � � N I � � � '� � � _ _i_ _-i a _..I._ ,_ L � f H _._1_ v_ , L _.;_ T_�.. � � REMOVE � �( -` - ' I I � I I i EXISTING �' —r-_ !. __ i ---_ � �_ 1 .__T_ �l __...,._ A � - --- ' -------_- WALL ! ' � � � I - !-- — IL_ ---�..__ __1_ , _ -! -� � / i_._ � _ T _ .�. I _�__ ! i . _._-__ . __ r,�_�..._._ ._.I ._ - �.._.—.r__ L '___r i .,..,.-— � � � � � % � TV_�_MONI- -= ------!..-- ' .---�._..__. _i -.,._. ``, , ' -� I � �' i -' ----- i � _ �__-T___ , �� - , _�_._T_ � I T-,--- -- - -[iIRE DISPLAY 'NAU.- I i�z" cwe rz � � � -_ I I � � � i j 2X6 MTL STU� �`� - ,----�- � ___..—_�_---,- i..- ---�- -�---_. _l. --- _ � v � r _ � � --' � � is° o.c. Q� ' , .-_ �--- - � ( -- 2x6 WD PIATE W/ I I � i i � -- ,— --- -- ---�— �__�--_l._. ---(-'�"-- i HILTI FASTENER r �WALL SECTION Q M SCNE-, '�1'_p� GRID LIGHT TRACK GRAPHIC BANNER � � " , � j i /� i i / i � / � / , . i / /�;� i � � irj� ,� �/� �j' j " ��' _ � /'�i��%.� : �! ! / .%� � ��/� �.!� � � i i /�, %�� % �i� �' i i� / % ,�� i i : � j ' 0 7 � ' j l� �:i i i ;. "i%�/'/ i /' /j //ji ' i i / % /% // j / �j �,/j• � / . I . F� � � �,� !' � � �� j% �� ,i �./ � !�� , � � � � � [.�y � , W � � �� l I� — ��I � ; � � II � II II � II � �� o � _ �� ! _ � � A � o � � � T-TIRE LOGO a ,y � ' �GWB, PAINT i � � � A Pro osed Elevation TILE BASE SCALE: 7/4" = i'-0" � � v a � � � DO0000 � � � � � � � , OOOOOQ � � � . � \ / �GWB, PAINT � a . � o OO � OOC� o �� 0 � � 000 ,' `� 000000 �� z �� TILE BASE RECEPTION DESK TIRE DISPLAY WALL Q� �Proposed Elevation �Proposed Elevation V SCALE: 1/4" = 1'-0° V SCALE: 1/4" = t'-0" N Q GRID UGHT TRACK GRAPHIC BANNER �j� � i - y�.. j j/ � / / �� / /'j i � / / /�/j�/ �; o z `" � � � � /� � � / � � �� i �� / � � / / .�� i � � W �' � �� _ � � _ �� o � II � II II � II � � � � � — ��I �� — � _ W o � o � � m � a T-TIRE LOGO o ,i � �GWB, PAINT i � � � Proposed Elevation TILE BASE ASCALE: 1/4" = 1'-0'� � 0 .� � v c � � � C� � 0000 � � � � � � N � O � C� 000 � � � � � � � ��WB� PA�NT � OC� OCODO ' � � � � � � o �� DO00 � ,' ` 00000 � �� v � TILE BASE RECEPTION DESK TIRE DISPLAY WALL QN B Proposed Elevation p Proposed Elevation N SCALE: i/4" = 1'-0" SCALE: i/4" = i'-0" Q 13'-6" ..e� aL � ✓�? 3"� SCHEDULE HEADER ABOVE g'-6" ' �r(�� v� '� � . 4 PIPE TO � 8'-0° A � 3 '� �/�� UNDERSIDE OF JOIST ABOVE A-� � -- - - - � _ � I s �- - � — � .a. 1 z � � � _T � -- ,- -T---�--� µ �-- �--�- � -- I .. � �N j ' � ' � I i � � �� --L- �-- I--� -r--�--�-- r—J- -I--�-- i �'U �^�s m �n r- �- i-- ---1. �" `n " , - -.� r _ _i- ,� v A i --�— I i —f— —1-- x R@� I I � a-2 �< �- � ---'----1----�— ---�---,--�-� � � a.� w �` I RECEPTION DESK ' � � ' �� SE VICE AREA i--- -i- ---I- g,X2, — � w v � 1 —i-�- 1-- , / � o m �— � I I , a � � � i -r- �_ . "_T- j I � i i �._._ '."___ �_.. ' 1_ I___.L .-_�-�_ J_ l_ � I I �! ' I T � �-- I PROPOSED �- -1- � --,—i--�- - ---�- � � ; T� QUARRY TILE � 10'-6° � � --r� ��- ---'T-�-�� -I , I �� HIGH WALL "� I � � � i � � �-� �� — -�- � �- -�--- � � (SEE DETAIL) T- � -�j i I ; ` —�--- - �-----�--�------ - a - �� TV MONI�O� f � T � � - - - - - � � --,-' __L---� -�--�— � , I _ ' SIDEWALK� o �`' � CLG 14'-0" i ! ; � BLOCKING � '�^',, ; —1_. �_�._� . i `� MIDSPAN � a� 1 I � i � � � �, N � ` — —�--- -- � ---j_ �- � q � ' I I � A �_ �I L _- � � R L �__ � __J_._ 'T __1__'___— f _ Ui � V id I I a� c� N � � � I I I � � � � ti .c� I I I -J--�—�T-�` —��----� I I � � — � ( I �� -- . i H �, ---�--- - ----� — - J - --�--- � REMOVE j � 1 ? i i � EXISTING r _ _.�_ --L._._T_ L--�-�- L_i _I_-_,-- , � -------, r WA�L i I �_.. I � 1 1-- = -' - L- _ -_-�- I i --�--- i- i---� -r-- - / —� ---� — r-- —�--�i J --I �— � ---r—, � TV�MONI L -L --�--- -- I -, � � i - -�-- ( -- ' i - �, -�- - - L-T- � ---�-- �� -1-- �� 1--I. � � �fIRE DISPLAY 1N�� "� � � I 2X6 MTL STUD Q - �' L . L— � -- � . �I_-----1----*---� i � 0 16" O.C. �'� —�— —T-- �— r— — � i I Q�, � � � I�---- ', � I I 2x6 WD PLATE W/ "'---L— 1— 1— ' --I-- ---J---- ----1-- - HILTI FASTENER � �— �—I----- T—-- r ■ ,r1WALL SECTION Q .+ �� •_�_a• —ro — fq-- i qlo City of Salem Sign Permit Application Worksheet 1-Dec-14 R E C Aaron's INS ECTIONAL ERVICBS 142 Canal Street Zoning(res/non-res) 1 Zpy4 OEC -$ A 5b P1 Entrance Corridor(YIN) Y {.J Lot frontage 452 feet Building or tenant frontage 80 feet - t�� #of businesses on site ' v Bldng dist from street center 100 feet Multiplier 1 ' Y (Bw Tldm—and ns maximum area permitted 80.00 sq ft ttotal proposed sign area 46.69 sq ft ^ sign 1 Sign length 105.00 inches • height 12.00 inches sign 2 Sign length 120.00 inches height 12.00 inches sign 3 length 94.00 inches height 12.00 inches sign 4 length 91.00 inches height 21.00 inches sign 5 length 82.00 inches height 12.00 inches [_reeF'steridin Si ns_ maximum area permitted 62.50 sq ft(per side) maximum#of signs permitted 1 signs -- maximum height permitted 15.00 ft tall �O TOTAL PYLON SIGN sign 1 proposed sign area 62.57 sq ft length 85.00 inches height 106.00 inches proposed sign height 12.00 ft(approx) sign 2 proposed sign area 21.25 sq ft length 85.00 inches height 36.00 inches proposed sign height ft Application meets guidelines set forth in the Salem Sign Ordinance Yes Recommend approval Yes With respect to the pylon sign: it currently exists, and the applcant will be adding to it: an 85x36"sign that will have the exact same dimensions as the sign above it. _ Permit Number FOR PERMIT TO ERECT A SIGN FIErIT NOT BUILDING PERMIT MUST BE OBTAINED BEFORE SIGN IS ERECTED Lflevico,6)N�khip and Detail Must Be Correct, Complete, and Legible DEPT. PLAN OF NING& Salem, Massachusetts Date To the Building InspecM MMUNITY DE`-ELOPM�NT The undersigned hereby applies for a permit to ,Erect, o Alter, ❑Repair a sign on the following described buildings: Street Address Zoning District — 2 U ❑ Urban Renewal Area ❑ Entrance Corridor Ca na1 T 1nd C7 I o Historic District e44one —Useof Building =Telephone 1 floor Q�L IS 2^ floor N Address . I1t 3 floor Telephone 900 9 91- 6011 1 4-floor E-mailonau-P Wow many businesses are in the building? If a corporate body, name 1�.(„ Frontage of responsible officer (��1C 1 C Building 160 linear feet Construction Sups License No Applicant's Space(if multi-tenant)GQ linear feet Address Property linearfeet Telephone �I � � Q / 013Mail Sign Permit to E-mail 6�- ❑Sign Owner ign one ❑Oliier: 'L'1 Proposed Signs (If more than three sigrs are n. ,oposed, attad additional sheets) Si n t Sign 2 Si n 3 pr+7 urface surface urface Sarn ❑Right Angle to Building ❑Right Angle to Building ❑Right Angle to Building r—< ❑Free Standing ❑Free Standing ❑Free Standing D C.,)f?t ❑Awning ❑Awning ❑Awning ❑Portable(A-Frame) ❑ Portable(A-Frame) ❑Portable(A-Frame) Q❑Other(specify) ❑ Other(specify) ❑Other(specify) < cr m Sign Materials } �i� 6y�•� Si n Materials , S'gn Materials .-� 1 I L t� ian nen b Si n Dimensions Sign i sions T 11 1_ II �1 1 Sign Area Sign Area // �1 Sign Area s ft t0 AAA s ft _.. sq ft Sign Height(if free standing) Sign Height(if free standing) Sign Height(if free standing) Estimated Cost of Net Work $ Existing Signs Type Sign Area To Be Removed? Sign Own ❑Surface sq ft ❑yes ❑no ❑Right Angle to Building sq ft in yes ❑no ❑Free Standing sq It in yes ❑no Sign Owner'tho Representta/ative ❑Awning sq ft ❑yes ❑no �i fr/L ❑Other(specify) sq ft ❑yes ❑no Property Owner Internal Review P n n &Community Development Department Historical Commission Approval Building Inspector 08124110. Permit Number APPLICATION FOR PERMIT TO ERECT A SIGN NOTE:BUILDING PERMIT MUST BE OBTAINED BEFORE SIGN IS ERECTED Location, Ownership and Detail Must Be Correct, Complete, and Legible Salem, Massachusetts 1 (—t 3— I q Date To the Building Inspector: � L The undersigned hereby applies for a permit to Wkrect, o Alter, ❑Repair a sign on the following described buildings: Street Address Zoning District ❑ Urban Renewal Area ❑ Entrance Corridor ❑ Historic District r None • se of Building Telephone 1 floor 2" floor NIA Address SRwA 3 floor M I A Telephone Z �, 4 floor N JA 7E-mail )-cJn How many businesses are in the building? 3 If a corporate body, name (� i� S n of responsible officer It:J� 1� t I�h In-c Building jS© linear feet Construction Sups License No Applicant's Space(if multi-tenant)80 linear feet Address PAPI Cnicopoe St Chico 4a Ma Property nnearfeet Telephone oMail Sign Permit to E-mail - SI 11 fl'1 ❑Sign Owner ign Erector o Other: Si Proposed n t Si n 2 Si n 3 ❑Surface urface urface ❑ Right Angle to Building ❑Right Angle to Building ❑ Right Angle to Building ❑ Free Standing ❑Free Standing ❑ Free Standing ❑Awning ❑Awning a Awning ❑�portable(A-Fra ) ❑ Portable(A-Frame) ❑ Portable(A-Frame) AlOther(s)ecify) �� ❑Other(specify) ❑Other(specify) 'gn M terials Sign Materials Sgn Materials III fbeM n dS Si imen io s Sign Dirk s{o s r II Sign Dimensions O 4 I �' r�C - Iti I I _ If Sign Area Sign Area Sign Area C) I sq ft 117�>e?— sq ft �J •(.a I sq ft Sign Height(if free standing) Sign Height(if free standing) Sign Height(if free standing) Estimated Cost of Net Work Existing Signs Type Sign Area To Be Removed? Sign O ❑Surface sq ft o yes ❑ no ❑Right Angle to Building sq It ❑yes ❑ no ❑ Free Standing sq ft ❑yes ❑ no Sign Owne' y. o ntative ❑Awning sq it ❑yes ❑no ❑Other(specify) sq It ❑yes ❑no Property Owner Internal Review Planning&Community Development Department Historical Commission 7 Building Inspector oerzaro re� 75-4- EQ �EQ� —EQ r- EQ� o� EQ EQ 1 J p '-QP= 1',EL;7ROIJLCI �� h 00 ft--e - -�yy. � � ✓jY\,E� T1TT� - 6-10- OLW- . _ kl An u FURNITURE _. - - 6'-9' SQUARE FFET-5b1 6'-7' TWE LL K TO BE APPLIED TO 7'-6 3/4' CLEAR LWN CUT 00 ON 4 O ROUTER TABLE W,FIRST E ELEC T R ONI C SURFACE OWE Iw L SQUAREFEET-1.33 C z' `C Ewe EX. lauY POP-TO BE I, T-10• ATTACHED TO WK OF-S'WRH �- T-B' j -UTH SCREWS PRWR TO RMnCNAPNG v ` - 3 „°� __. .k AwM 4 0l COMPUTERS ANGLE MOUN.P SQUAREFEET-SAS T-10' 7'-8" TOTAL SQ.FT:13.2 4 APPLIANCES CONSTRUCTION NOTES: SF ROUTED FOAM SIGN TO BE EXTERNALLY ILLUMINATED ♦— SQUAREFEET-SAS USING GOOSENECK LAMPS. CONSTRUCTION NOTES: COLOR NOTES: NON ILLUMINATED GEMINI LETTERS, AARON'S COPY-TO MATCH 3M 3630-157 SULTAN BLUE INJECTION MOLDED.MOUNTED ON CLEAR LEXAN PANELS WHITE BORDERIOUTLINE. FONT-GEMINI MINNESOTA STYLE IN HELVETICA MEDIUM. BLUE SECOND OUTLINE TO MATCH 3M 3630-157 SULTAN BLUE. MOUNTING STUD&SILICONE MOUNTING. FLUSH MOUNT. CUSTOMER OWNED SIGN COLOR NOTES: FACES AND SIDES-GEMINI 2860 MEDIUM BLUE. R. ■ I t AARON'S F1332 Am &frns li 1771INDUSTRIAL ROAD-DOTHAN,ALABANA-36303 SALEM MA NONE 3-11.1,4 PH(888)303-5534•FAX(334)836-1401 " w Uldassoclatesinc.com Pt ��°^^Kv.,,N•"oc.. CRAWFORD AR SALEM_MA_F1332 R5 11-11.14 AB �n'S',.ati., AUTO rn'4.�rw, AUTO � ��1�% PARTS'.. '• lP.ta13A�% PARTS' '• •�• Aarons� - , �� . PROPOSED EXISTING MEASUREMENTS TO BE VERIFIED BEFORE REPLACEMENT FACES: FLATALUM FACES W1 FIRST SURFACE VINYL GRAPHICS a • 'A 'tk� i s r. i '' RETAINERSTEID AARONS COPY-WHITE FIRST OUTLINE-WHITE g$q p SECOND . 3630-157 SULTAN BLUE DRAWING IS FOR CONCEPTUAL PURPOSES ONLY._rD_UE TO CONSTRUCTION CONSTRAINTS;SIZES AND OR LAYOUTS_MAY CHANGE SLIGHTLY._ CLIENT: STOAE#:-PAOD.#: DRAWN BY' ASSOCIATES LOCATION: SCALE: DATE, il ACCOUNT REP: DRAWING#: ® • ' i r - + r. s� �• C Y n I d f �. 042Canal Sir, Salem VA:O:i9 r M It v '�, 1� — „ t ,�'�, \, s�V .�'?rr •'vim „ _ 9�Iti � __ _DRAWING_I5 FOR CONCEPTUAL PURPOSES ONLY+DUE TO CONSTRUCTION CONSTRAINTS;SIZES AND,OR LAYOUTS_MAY CHANGE SLIGHTLY.___ _.- --- — I CLIENT: � � STORE PROD.#: DRAWN BY: A S S O C I A T E S LOCATION: SCALE: DATE: • 836-1401 ACCOUNT REP: DRAWING#: REV#: ® • ' 1 �t 2 3 Y, SITE INFORMATION: STORE NUMBER F1332 ADDRESS 142 Canal St. CITY, STATE,ZIP Salem,MA VENDOR INFORMATION: X. M 1771 Inctustriat Road Dott�.an,Alabama 36303 334.836.1400 Telephone 334.836.1401 Fax CODE INFORMATION: GOVERNING AUTHORITY City of Salem LINK TO ONLINE CODE httD://Ibrarv.municode.comfindex.asox?clientid=11521 BUILDING SIGNAGE: NUMBER OF SIGNS ALLOWED N/A Internally illuminated signs not allowed SQUARE FOOTAGE ALLOWED Approx. 50 METHOD OF SQUARE FOOTAGE CALCULATION 1:1 per building linear ft.-Last perrnk was limited to 22"x 87" size sign PYLON SIGNAGE: City planner will consider standard 1:1 ratio NUMBER OF SIGNS ALLOWED Can reface existing individual pylon Only-is non-conforming, illuminated signage no longer allowed SQUARE FOOTAGE ALLOWED METHOD OF SQUARE FOOTAGE CALCULATION EMUS ALLOWED? (YES/NO) NO RESTRICTIONS THE FOLLOWING IS ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) City of Salem Department of - -- - — Planning-& Community Development- Check/Cash Receipt and Tracking Form Please comp/ete form and make two copies. Date Received i Amount Received Form of Payment [` f Check El Money Order Client Information CASH PAYMENTS: client initials /4-11 S &Sign Permit Application Fee ❑ Conservation Commisslon Fee Payment received for what ❑ Planning Board Fee/ ZBA service? ❑ SRA/DRB Fee ❑ Old Town Hall Rental Fee El Other: Name of staff person receiving payment Additional Notes SIGN TECHNIQUES INC _ EKR`°""T'°" AMOUNT - 361 CHICOPEE STREE�.w - .." 'CHICOPEE,MA 01073 a "" ""- _- . .. (413)594-8886• -. ,,. ... »... _. . . � :.a r. PAY - - -. 5-7515-110 AMOUNT OF -. .. - � • D E TO EORDER OF s OLLARS CHECK - GROSS .CHECK AMOUNT r�y NUMBER r DESCRIPpON^^ - $ i1ti aiitander m Santander Bank,N.A. II'026564 � g0,L:10,? S "50�: 5. 60 i 259611' Original Check and Form: DPCD Finance COPY 1: Client COPY 2: Application File J , 'o � �� . i ;.. ' The Commonwealth of Massachusetts ; , '1'I� \'. �� ,� Departmtnt of Public Safefy � ryUl/ I �'v� \la..�.hu.eun tilatr BuddinF C'��dr I;iIU C\INl Srrrnlh Editwn t �� I , � City of Salem � Buildin Permit A lication for an Buildin other than a 1• or 2-Famil Owellin l ihi+tircti��n F��r u((icial U�r lh�lv) � � 17tuldmti Perm�t Numlxr: Datr Appliatil: � 2 Y�2 0l o Building In.prctor: � � SECTION 1: LOCATION IPleax indicate Block� and Lot I for locations for which a atmet addreas is not available) � � �7_ �f�l.H` YJ� ��t�.Cl.�.. �'Ic // G`G17U LVl�tcrp��l-�- l�cln��-1 �'c r V��. and titrrrt Citv /T��.rn � ZipGhlr Namr uf Bwlding lil applicablr) SECTION 2:PROPOSED WORK . If Nrw Cun.truct�un chrck hrrc O ur chrck all th.it appty in thr Iwu ruwy brluw Existing BuiWing Rrpair O Altrraliun � Additiun O Drmulitiun ❑ (Plrasr fill uut and submit Apprndix I) Changr uf Uer O Changr uf Occupancy O Olhrr ❑ SprcHy: Arc building planv and/ur mnstructiun ducument�bring supplied as part u(�hi�prrmit applicatiun? Yey O Nu � I�.in IndependentStructurol En�inerrin�Rrvirw rrquirrd? Yr� O Nu� Brief Drxriptiun uf Prup»et1 Wurk: ,Gr�n�. +�4� i 2 �-'F�-T � �� T�� .a1/f.�ldL/il_� �9s��LJ�iNf��F2 B�'f`l�/M�� SECIION 3:COMPLETE THiS SECfION IF EXISTING BUILDING UNDFRGOING RENOVATiON,ADD1770N,OR CHANGE IN USE OR OCCUPANCY Check here i(an FalaHns Buildiag Evaluatton ie encloned(See 78(1 CMR 3402.0) O � Exisling Use Group(s): Pruposed Use Group(s): Y Existing Hazard (ndex 780 CMR 34: Proposed Havard Index 780 CMR 34: � SECCION 4:BUILDING HEIGHT AND ARHA Fxisting Proposrd No.uf Flours/Storirs(include basement levrle)Q�Area Per Floor(sq. ft.) Tutal Arra(sy. ft.)and Total Height(ft.) SECTiON S:USE GROUP(Cheek a�a 8cable) A: Aaeembl A-1 ❑ A-2r O A-2nc❑ A-3 O A4 O A•5 0 B: Bustnee� E: Edueatlonal ❑ F: Facto F-1 O F2 O H: Hi Hasard H-1 O H-2 O H-3 ❑ H-4 O H-5� I: InstltuNonal f-1 O I-2 O 1-3 O I-1 O M: Mercantlle O R: ResidenNal R-1❑ R-2 O R-3 O R-t❑ S: Stonge SI O $-2 O U: Utilitr O Speeial Use O and Ira�r drxribx brlow: Sprcial U+e: SECTION 6:CONSTRUCiION IYPE ICheck a�a 8ublel IA O IB O IIA � IIB O IIIA O IIIB O IV O VA VB ❑ � SECTION 7: SITE INFORMATION I refer to 780 CMR I11.0(or detail�o�each item) Waler 5upply: Flood Zone Inforniation: Sewage Di�po�al: Trench Pertnil: , Debris Removal: Pubh.O C hcck il aul.idr 19uuJ Lunc❑ InJif.itr mumci��.il ❑ :\ trrnch wJl nut br Li.cn.rd Din�v�sd tiitr O ra�uvid O��r trenrh ur.�,�Yih': Pri��.ilu❑ ur mJcntif��Zunr: ur un.rtr.c.trm O `.rrmil i.endu.r.1 ❑ Railroad rI�I160I-wiY: HaufA!f0 AI�.WvigatiOD: \I:\ I li.lnn� �-„mnd..��„�Rr��.� Pn.�.�..: \��1 :\F��haeblc❑ I.�Irurlurc�.ilhin.urE�nrt.i�•F�ni.�ih.vre' h lh¢ir rccir�v tnmplclvd.' ,�r l',�n,cnl l��ItuilJ a•nil��vJ ❑ 1�e.0 nr Xn O 1'c•.❑ \�� SEC`�ION B:CONTE4T OF CERTIFICA-�E OP (KCUPANCY II..hln�n nl (�,�dr: ____ C.rl�n�u�•I.r � f�E�cnl lLn.truilum: lkruF�.inl Ln.id f�cr Flnuc Ih�r. Ihobud.hn�;��n�.un.�ntiF,rinAlcrti�.ii•m': _ �pcc�,tltihF•ul.�ti�mv SECTION 9: PROPER7Y OWNER AUTHORIZATION ' � � N.ime and Addrrss��I Pn��,vrt �CJwnrr � L� �L�c b;�C �r�1.1lc ��-/2 C�i�til G}' S��CI�I-, �c, G �170 N,�mr lPnn�) .Vu..�nd ti�rerl � Cil�'/�own L�P � aL��,� G�.�.��,�.,� � Pru�xrl�'lhcnrr �ml.irt Inlurm.�liun: h �1a�y�w �� 97F 37l �r7Y _-_ ` TiUr . Trlrphunr Nu. Ibusmr��l Trlrphunr N��. Icrll) r-m.ul addn�v . I(�a,}•pG..ibir. �hr pn�•rrt``\;n4�er hrrcbv.�uthunza�v K1�.,�.�.-a H y ��n ��! L �c.� � c k- S�w. ✓k�_ 01970 — ,�;,m �In�rt Addrrsv . Citv/T��wn tit.ttr Lip lu.ut un �hr �ru.erlc o�cnrr'.brholf. in.dl maUrry rcl.ui.�r to wurk.�u�hunce.f bv this Uinldin � �rrm�t a + .lic.rtiun. SECTION 10:CONSTRUCTION CONTROL IPlease fill out Appendix 2) Qf bw W in �n I.�+dun]S.aIU.u.R„f rn.lu..J� JC�.IO�IIUf I�UI UIt,Vf G�R'tIUChU11 Cu�tINI IIICII CIIKIt A!R O dO�I>ki S�cUon IU.II I0.1 Re istercd Pro(es�lon�l Res onsible for Conalruction Conf�ol N.imr(Rrgistranl) Trlrphunr Nu. rm.nl eddrr�e Rrgislraliun Numbrr 5trrrt Addrr� City/Tuwn � tiWte Zip Dixipline Expiraliun Date 10.2 General Contractor �D�-j 14SSOC�/-�t=S ` �: � - - - �Cu any Namr: �—�� ¢ -�' DVN14� 1�/. � �OJ� �� D � — NIa,mr ut Prrwn Res .ib/�r(ur�(J;unylructiun yi,u�t— � - -LicrnseNo. and Type if Ap lieable s-�� A.() ��//-T6 H/6-F/ IFli JD�i ��l A N�'�-l�l.� � �Z7� Street Address Cit�/Town Sta[e Zip . � _� ,�C,T� 2 __ `7Dwf "77)t1A-SSdGd3Tlc S �Cauau7sf /i/n� Tele honr IVo.(business) � Tele hone No. cell) Pmail address SECTION 11:WO KERS' SA RJS ANC A D V (M.G.L e. 152. ]5C(6)) A Wurkers'Compenyation Insurance Affidavit from the MA Department of Industrial Accidenb must be complrted and .ubmitted with this application. Failure to providr this afFidavit will result in the denial of the issuance of the building permit. Is a si ned Affidavit submitted with this a licationt Ye�O No O SECTION 12:CONSTRUCCION COSTS AND PERMIT FE6 Item Estimated Costs: (L.abor � - and Materials) Total Construction Cost(from Rem 6)=5 l. 9uilding S �d' � Building Permit Fee=Total Construction Cost x_(Insert here 2. Electrical f appropriate municipal/actor)=S 3. Plumbing S 4. Mrchanical (HVAC) E Note:Minimum fee�f (contact municipality) 5. Mrchanical (Othrr) 5 Enclose chrck payable to 6. Total Cost f /)o� �� (contact munici alit )and writrcheck numbrr hrrr . SECf70N 13:SICNATURE OF BUILDING PERMIT APPLICANT IIY¢ntrnn',.my n.imr brlu�v, I hrrrby.iltr+t unJrr�hr f+�iins and�+rn.ilt�rx u(Firryury that.JI uf�hr infurm.itiun omta�nrd in ihix �ipplical�un i. vur and accurate tu thr brst��i my knuwlr.i�;rand undrrslandin�;. . - OtNid4-5 f�•��,Ouc! �r�fJlN� �SD�!�- U 19ce.a F+nnt an�1 .� m n��mr � frtlr �clrF�h��nr.\'u. Uale I �Ol ,Q„f e�) -� — ,�r�i�i��9r.� ,� c�lHaA2t I�� P�27/ � tilrvcf .\.1.1rr.. CiKi7��cn �L Gp i Siwiicipal InsprcWr to fill aut Ihis secfion upon applicalion approwl: �\ mr I).ue . Z y � PARKING SUMMARY — EXISTIN �G — PROPOSED � o � � a e USE ZONING REQ. EXIST'G SPACES PROP.SPACES w " FAMILY DOLLAR (9,180 SF) I SPACE/150 SF (EXCL STOR) 57 35 (BASED ON USAGE) ~ � `n' LI�L CAESAR (1,800 SF) I SPACE/2 EMPLOYEES 12 8 (3 EMPL/2 DELIVERY CARS/4 PICKUP CAfRS a = x U 0 I PER 4 SEAT� U � � HERTZ CAR RENTAL (1,500 SF) I SPACE/150 SIF 25 19 (4 + 15 STORED CARS) � � � W .,,6• BEDLINER C0. (1,500 SF) I SPACE / I,00)O SF 3 3 (n o ��F J � �\ �.,.\ . I SPACE / 2 EIMPLOYEES Q '�' �+ � � `�p �� •�.� I SPACE / C0. CAR N N �� AUTO GLASS C0. (800 SF) I SPACE / 100(0 SF 8 8 � � Q � � `� I SPACE 2 EMP'LOYEES -J � ; �o �•�, U ^ ��, I SPACE / C0. CAR � � " � = � \ ��,\\ AUTO DETAILER (500 SF) I SPACE / 100(O SF 2 2 Q a � ��.� eo� ��\.� I SPACE / 2 EK`1PLOYEES � I SPACE / C0. CAR �eo�u�os r%"`�`�� VACANT SPACE (12,000 SF) 30% @ I SPACE / 150 SF 24 24 � UY W/RES ��`s C � E,o � �-.�C.n 'o �"� � •�,� 70% @ I SPACE / IOOOSF 9 9 a C.PA� � OTHER S/DE \ � �� ENTERPRISE CAR RENTAL (1,150 SF) I SPACE / 150 SF 2 23 � . n � OF FENCE �� l ,\,�, 15 STORED CAF2S . � �� -_r��,`�;�•� VACANT °TILE BLDG° SPACE I SPACE / 150 SF 7 7 � I � _ �, � i �-'� ` '�,'��'�'�,� TOTAL SPACES REQUIRED 149 144 o�� x ��'� � \\��,;\;\;;, TOTAL ON SITE 157 o � .� � � �� . z 1 / � � / MON/TOR/NG \� ��R �� \ � � � YELL l� �� `��.�. . , ki-_.- - � � � \ �\\ � \ �`�,\ � / F,o\ �� \��•� � �•�•,,, �, �, ��;, � , ,, ,, ,., � I sww i ,--�, �� i ' � � `''��,'�,\�,�. ' oAF/ o � / ��\\ \ ' �'\ �\\\`\\\�\` �'.. � SWDV � � �� •'i ��` �`\ � ��•� i � � ° �\` � � ��'� � ' � � � � •� i � er�� ~� � �� .� C ^1 � � \�•` // � I � \\�\�� `��•� � � ,{� � � \��•��e� C � � � �� \ ��. pC. � � � � •�TE' I � � �� \`�__,\' ;`` 5 � � � \ �'a, � � �� . 8� � �J� � �� — � � i/:;::'::.: \\��,��\� ��'�. MBTA .. � / � ' J � EP� � � .('�N'�. �� J �n I caa i \ � '� 8 \\\\`` ��---_-- - c.;: ��\```___`i_` \`\\ � '``+'i =-�` METAL � � � � :L��;�:.'�7p,�C?:` � � o \� �lg �y� E � / .. � B .�r,:�...... � �s w M -� > � �� z y�i � E G � �� '1 ., /��i�p �\ �o ��\L� - I � I CONC j FRry , � � ' � � �I � Pq0 EK PAI�EMENT ----�/ ��NF � � O � � � � 1 � � _ � • . � EX/STi�g.y, . .. ..�.;. ;.�:;�, I . Co1.�, �\ STRUp�R�� NO r'�'_ I ` ' � �\ 2 � I I � . . . ... P'� j . . � O Il /- PARKING �• � i ` � I � • � ' `� 11. / -SIGN � I �� '.... �\ -� / �; � y — A/ElAL CONC. ,O /O qN�: \ � ��/ \ F'ENCE / o pqp CONC. 5 \ � PARKING 1 / n ?c I — I�ENT - PADS O.� � �'� r� I ( � � } a � P�PE . � CEMENT CONCRETE PAD �,��= �''ROpFR � � � � � 'F� �� . - EDGE OF -�r �TMLII� �_� � � ��'�� O ��, .f vEMe� � �_ � rj�� W � I 1 WOOD � g ;�. Y � .� CA7E SHEO //^\ - . � �I� — � � CS \ ._:-:-.-.-G41F��. . . /�'T�� \ r.6C(.F, _ CONC. � O � e e O 9 . �� . .� O (� � � ' ° r 1 } � Q � f5e � � i'�\ �sr \� � aaos iiiRu � \ �� Z \� i i�/.Yi��s;:�� -c.�.J - cas u� � ` X � Q � � 1 ( �•= � �\ �\ � � � BLD � � •� ,,J � � I � � � � GAS o �O I o \ � . I £P l-•-� � � OO EX. BO/CO/NG � 1 � � � j I 1 I � -` � BU/LO/NC � � � � � I \ � I II � • Z ` A�32-�3a canw� sraEEr V W � o , � , ii � r)� � � � ln ' _ - � `\ ' ( �� . . � A1H O � 4 1 � � � I k$ R=9.5 � � �� ` FAMILY DOLLAR � ` � �� j I :' �! ` � •o � w � i i 1 CONC. 1 1 : O � m 1 a � 0 �\ cruu�� I' P.�o ` O , s7ov/ � L7LCAESAR � � I� \ � I ,' ONE WAY � GC � . � � OO � \ � �� I EX. BU/LDINi: exrsn,uc � � sicN \ \ 1 � � �.s & 2 sroRr � �� Z � I � j jf`144 CA�;�L .ST CONCRETE BLOCK � t ,� � O� cZr+ 1 I a � � ' ASSR M,4P 33 PAI�CEL 5 eurmiroc � 1 0 f4460 � � J747 GiNAL ST � WALL � � � 1} a Q � � vcc � 1 � o � � GAS i✓ � � � \ VV A � N � ,�4461 � m � I . AlE7ER R MP CEMENT CONCRETE SIDEWALK RAMP � I � � I � � . _ . ° j — - -- � � � � � I Auro wv �c � � • • � _O_ � n c � � SPR/NKLER CONC. .f7{lY r.._.._.._. DO NOT EN1ER �1I V� VAN Y,AcN � \ ` O ni I _ CRiIbiE'L -� � � PAD 4O ONIY � U C1 (�. � �a ; � ` - � � o I � ` _ 8 ir Bo[u+ao i � � � ,ir ^ C RRENTAL \ ` O � � 1 A/ETAL � �� STOP SIGN A � � 1 � \\ ✓BROS.: I W I COl'ER / 1 O: STOP r � 11 . � � o S�YY I �� HERTZ Q STOP �/ � L1NE vi � 4 45 � \\\ I $/GN� I G4rE I �� STOP SIGN LINE / � \ II r,r S POIY£1� (NO COIiERJ S/CN POSJI1 �/��7 •� ^ � � � I I � J \ // SIGN o e lo o l e O e le lo � � e ` � V I � UNDER � � � NO 5/GN � CONC � . I __ e e I e I e I e I o�� , � w� ' � � � ��__--__�\_ o CONC. I � � BC & ECO . __ � ,= Gc RET. WACL _� � „ ,.� . � EDGE OF �. PAVEMENT ` • �� N l � CONCRETE �c � PROPERTYLINE / BITUMINOUS CONCRETE SIDEWALK ` PROPERTYZINE 1 } � U YCC / -�- APPROK LOC 61 Gq5 � ' !CC — _— �-�� / � 6�L ✓CC EP �CC -E'0-- —� _�� _ C l YCC '� _- SaYGY -- I —e— �— _� � APPROK LOC �7� APPROX LOC. �� __ � _____ 6 -�_ 8 � m � / � 2�i;1 F€R-A41:Y—`;,.D�; � 12" WA7ER A24/N __-_- � \� � _ 1 f � " � --- 6 -�\ � � �,,\ I , , , , caN.a� sr�r�Er , �' � � �� `� k ✓cc ucc j� ucc �A � � ucc --------- ------ ✓cc G � \ �'�� -a`o ■ ■ � -�`o ' � � s/as O° y � o�-----r --- -� � C � � POWER UNDER �'�� O 4/47 \ .�'��4� f39 �'18 � _..-.._..-.._..-..____-..-.._..__.-..-.._.._.._..-.._.._..__—..-.._.._..-.._.._..-..-..-.._.. � I�_ yT37 n`, 1 � I � CB � STOP S/GN � n OCEAN Al/E S/G'N A a o . � a '` � � � r O i � ol � � p � ^ n ^ � � I n I °� n I �I O a a �y � � E� I � � k� I ^�I dwg no: i � �' __. ..- _ ._ __ . _ . ,_ _ . �� . . . . . . . __�___.____� i....__._'_._._.__'___. . . ._ _ .. . . —.._- ��_ .._._. .__._._ ._ . . . . _ . . . _� _�_.____ .__. .. . . .___�—_.___._..__... __._._.. ... . . .. . . . .. _ .. _-____ .___ ____._. _ ._ .. ... . . . . �i , . �_ _r �-�I i�$�, 00 � ,�� , � � � I 1� �-� The Commonwealth of Massachusetts � 3;� � i.: �. q� �.,, � Department of Public Safety ''", '� \I.iSsaehuSrUs 5fetc Ruildin r Cude "t0 C\IR �,.''•_ " h (,. - ) {�r' `"'° 13uilding Pcrmit Application for any Building other than a One-or Two-Family Dwelling , (fhis Scetiun fur Offiei.d Usc Onlv) i� Ruildiug Permit Numbee _ Dalr Applird: Uuilding Offiiinl: _ . - SECTION 1: LOCA"CION(Pleas�indicate 131ock B and Lot N for lucations for which a s[reet address is nut available) /y2 e9��_ � en� - ---- � Nu.and Slrcct City/Tuwn Zip Codc . Namc of 13uilJing(if.ipplicable) SGCPION 2:PROPOSF:D WORK I�Jition ul\I:\SLitr Cudc usrd__ I(Nisv Cunslructiun rheck hcru�ur chcck.ill that appl�� in thc hvu ruws boluw 13cis�ingBuilJing❑ Repair❑ � Altcrotiun ❑ A�Idition❑� Demulitiun(S�t(Pli•ase(illuut:mdsubinit,-\ppcndixl) Changc uf Utic ❑ Ch2ngc uf OccupancV ❑ Othcr ❑ Spccify' i -TO ^� � Arc builJing plans and/ur cunsfructiun d�k'umcnts bcing supplicd�is part uf this permit applicatiun? Ycs �- IVu O-- Is,m Indcpendcnt Slrurtur.il Enginci�i� Pci' Rcvicw m�uirei y/ Ycs ❑ Nu � Urirf Deticriptiun uf Pnip��srd Wurk:___ � /}ti 2� / ��'�/ _ � c .�. ' �N � � SECTION 3:COMPLETE THIS SGCTION IF EXISTfNG BUILDING UNDERGOING RENOVA"ffON,ADDfC10N,OR CHANGE IN USE OR OCCUPANCY Chcrk here if an F.xisting Building Investigation and Evaluation is endused(Sce 7&)CMR l�) ❑ Ecisting Usc Group(s): Prupused Utic Gruup(s): � SEC7'ION 4:BUILDING HEICtIT AND AREA Exiti[ing Prupi�sed No.uf Flurn:c/S[��rics(indudc boscmen[Irvcls)&Ama Pcr Floor(sy. ft.) Tutd Arra(sy.ft).md Tutal Hcight(ft.) � iy./ SECiION 5:USE GROUP(Check as a lica le) � :\: Assembly A-I ❑ A-2❑ Nightdub � A-1 ❑ A-}❑ A-i❑ B: Business � G [:ducational ❑ F. Pacto F-I ❑ F2❑ H: F[i h Hazazd H-I ❑ HQ❑ hl-1 ❑ H-�!❑ li-5❑ L• lnstitutional I-1 ❑ 1-2❑ I-1❑� I-1❑ AI: Dlercantile❑ R: Residential R-I❑ R-2❑ Ii-�❑ R-1❑ S: Storage St ❑ S'_❑ �- U: Utility❑ . Special Use O and pluase Jcscribc bcluw: - . � Spctial Utir � � . . SEC'�ION 6:CONSTRUC CION 7YPE(Check as a licable� � IAO IB ❑ ❑A ❑ IIB ❑ IIIA ❑ IIIB ❑ IV ❑ VA ❑ VI3 ❑ SECTION 7:517"E INFORM�Y�ION(rcfer ro 7HU C�IR 171A for details on each item) Water Supply: Flood Zone Informatiun: Scwage Disposal: ��rench Pcnnih Ucbris Rcmuvai: - :\ Ucnch will nol bc Lirenscd Ui.pntial Sitc(� � Public�l Chcrk if uulsiJc Pln��d Lun��- IndiaUc nwniripal� ,G Priralc❑ ur indenlifv 7uno:___ ur�m tiitc s�'siem ❑ rryuircd'CFnr Vcneh nr speei(v:_'____.—_— - - perntit is ontluticJ ❑ Itailruad right-uf-way: ftazards to Air Navigation: �t � i;�.i,�r, , . �,��,..., �. , , .�, �� I'...,.�....—_ � \'��1 :\��plir.ihlc❑ I.titrurturc t��ithin,iirpurt.ipprnarh arr,i? Is lhrir ri�vir��:nmF+icicd' . nr Cun.rnt lu I)uild cnriu<r�l ❑ 1 Cs� ur.Va❑ ' - l�cs❑ \'�� ❑ . ' � • . � - SGCIION A:CUN'fI:NT OF CFR7lFIG\'I'F UF OCCUPANCY - EJitii�n��tCadc: _'__._____ l'srGruupV): ___—._. I\��co1C��n.lrurlion: __. _ _ lliru�+anlLn,�JprrP6��r ._. +. 1)uoe�hr huilJin+�r�ndain en tiF�rinl.l�•rScslrm':___..____�pn ial�tipuldtiuns: .. __. - . . / tiGC'170N 9: PROPIiIi'1'Y UWNGR AU'I�HORIZA'1lON N,micuJAdilressuf �Fr��re�wncr � I� — ^ -- — —__ I � �' P �9-^io� J �'1 N,unc(PrinQ .. No.�ind Strcet � City/Tuwn ��P '� PropertV Owncr Cune�ct Infurmation: . II � —�?y�37��663 6P�w.rf.��t�•1ac� G� /_ �a�, , "fitle Tclephone No. (business) Tclephone No. (cc1l) c-mail adJress ; I If applirable, he p,�ro}�,erty owIner horeby attt mze �/�// y/� y]//�/ /�� y —p/ 1� �V�'Z1 �� 20 "✓V.�[Ht��'LL /l't� 0 , �. Nante Strect Address CitV/Puwn Stote Zip lu ai t�+n lhr �ru ier uwner's beh;ilf, in�JI mattcrs rclative tu wurk oidhurized b� N�ic buildiu ermit a licatiun. SECfION 10:CONS7RUCTION CONTROL(Please fill out Appendix 2) I lf builJin is Ic+s th,n 3>,OIXI cu.ft of enclomd s�am and or not imder Cons[nietion Contral then check here 0 and ski $ectiun 111.1 101 Re istered Professional Res onsible for Construttion Conhol f,� ''7 ^/ / /� �j� (/A-N/ U N�c �F�/�s�7O3 ` S � �CJ(i� I N�un�(R��i: nnt) D � _ }'c Lphonc�ii dy��il address O/ � Rcgistratiun Numbcr . ' I Z Y �i�s ��_��l/s vr,Iiv T.ri�� -I/y` _ � 5lreet Address City/ uwn State Zip Discipline Expirntiun Dote , 10.2 General Confrazfor F- CoN wu�, f D�✓ �C� �. � Cum,.in N, ne ��N� �N-�.� G�� 32801 Nnmc uf Pcrsip_i Re�s unsible f�y C nstructiun Lice se No. and Type if Applicable � I � Ye:e�`��'1 I�� i�mlrvt'�n� l�,A— 11/�97 � STt Addrees�� City/Toivn Sta[e Zi ��= 73 S�6�'3 —_ 6�P�-�.�-P.,tiv�,o�r�,��GM.�.-1 �,� Tcic�hune Nu. business Tdc ihone No. cell c-nmil address SECTIONll:tw-�i:F.r:l:,'�t�nu'r�5:�rii*.VINf�Ur:�ucic.�rr�il�,',vll� M.G.L.c.152 25C6 A Wurkers'Campens�tiun Insurance Affidavit from the MA Deparhnent of Industrial Accidents must Ue cumpieted;md ' submitteJ with this applic.i[iun. Failure tu pruvide this.dfidavit will result in[he denial uf the usuance of the building pennit. Is a si�ned A(fidavi[submittal with this u licutiun? Yes❑ No ❑ SECTION 12:CONSTRUCTfON COSTS AND PERMIT FEE ��`n Estimand Costs:(Labor and hlatcrials) Tutal Cunstructiun Cost(Gom Item 6)=5_ L 6uilding S � Build'u�g Pennit F�r=To[al Constn�ction Cust s_(Inscrt hcre 2. EI�YIri.:il 3 - �'O,. ' npprupriatc munieipal(.ietor)=5 t. Plumbing 5 '� ' �1. \i�rhanie.d (HVAC) S � Note: �linimum fur=5 (cuntact municipalilV) �. \Icchanital Othcr $ Fndusc rheck payoblc !o _ 6.Tutal Cost S � . (contact municipalit� and writc chcrk numbcr hem---- SEGTION 13:S CNATURE OF BUILDINC PERhI APPLICAN'C - . Rv entrring nry namc bclow, I homby,��tc.t undcr the p.�ins.md penaltic.��f perjury � at all of thc infurmaliun rontaincd in Ihis applir:itiun is tru and aerumle tu thc bes[of my knu�cloJge,md undentanding. � � �1��_�N'z�--�z�tS'Q�G �1-n�C,. _ �7�'-3_��6�3— I� P r.isi�prinl m� �gn namc � �I�illc - �I�cic�tunc Nu. U.Vc � r v✓�/N��An/ -�s---�:�,-2p----------_G-� � f--- ---� — �-�8�7 . I titrccl A�I�Ircvs � Cilvi-Po�vn _ c lip - Municipal Inspector to fill out this sidiun upun applieation appruval: ---- — _-_ _--- . } � 'ame — — �Doic . .. . , _- '- � � 4 i t �� CITY OF S.�L.E,�i, ��L�SS.�CHL'SETT'S BCII�LVG DEPAR'I�tENT � I_'O W.ISHLVGTON STAEBT, }'O FZ,OOR t hL �97� 7�5-9595 F.ut(97� 7�9846 Kl��ERLEY DRlSCOLL ,1�UYOA 1�to.+w Sr.PsEui DIRECTOL OF Pl:BLIC pROPE�7Y/Hl'II.DINC.GO�Q(ISSIONEE Constructtoa Debrts Disposal Attldavit (required for all demolidon and renovation work) !n accordance with the sixth edition of the 5tate Buiiding Code, 780 CMR section I l I.5 Debria, and the ptuvisiona of MGL c 40, 3 54; � Building Permit k ia issued with the condition that the dcbris resulting from ihi� wurk shall be disposcd of in a properly liceosed wayta disposa! faciliry�y dcfincd by b1Gt c I l I, S 1 SOA. The deb�� wi11 be transported by: `I � s� � (n:une af haular) The debris will be disposed of in : �� (namaof'facdiry) � ( feoYf�cility) . I /'(p � � /� � � � � nanrte olpermi applicant i� � �� .IfC Shnvd,l.�e ' • . ,I � � ,, , . ,- �-,l� CITY UF SALEM �;�:�;.1/ �UBLIC PRUPRERTY ��'1"� DEPART'N! ENT .��u:. MI I Y'�N14��11 � . � \�11�y� � . 11: \VnH�I.��:l V.�)19C1•T � $.111•.u,M.11�.��.I11 4�i n31'/7] � I'n�. I7�!iS'�i'�S � P�.r �I7N•'�G'�.YM . . ��'urkery' Cumpenaadon Insurunca :Ufidn�it: 1lullders/Cuntr�ctur�/Eiectr��y�yp��mben \ � rlic•rnt In unn•rdo , � PI �� In Le 'hl V;IIT1�IOuu�h�yi)r;��nvnin InJn�J ull: �. . �tldrvs.v:_L� City,.Sr.uc.%ip• /�'J/ ' 9,G'� 7.�-�..��'� I hunr i�r )3 I� .�ro�nu�n rmplorerl Cheek �b�ayprnyrlu��buY: 1.�I:im a.mpluyur wiih�-�..� 4. ❑ I:un u guncni cuutruior and 1 �>M"/proJuct(reyulr�d): 3•Qa�npluy.�uM(iuU�nJ/urp rYt•�im�).� huvu hind iho.�uA-cumracwn fi' ❑�tw cunxlructiun 1,im�tula propncnw or puAnur• liar¢d un rht an�chad.chcet � �. ❑Remaldin� ship an,l h�vc no mnpluyc�� The�aubcontncron haw ��orkinY fiu ma'in uny c�p�ciiy. ' worktn'comp, �nyuronca. tl. �n�moliriun ��'^ w�>�'Iten'c�mp. inyur�nc� J. Q W�yn n rnipon�ian;u�J it� Q• ❑OuilJinr�JJi�iun nyuircJ.J ��llecn h�vc u�,ni.r�yl ihcir 10.0 Electrieal repain o��Jditianf 7.Q 1 nm�hamuuwn�r JuinY�II�vork riyht u/at.mption pxr AICL I I.Q Plumbin�rcruirs ur�JiJitiofy inyf�lf.(n'o�ror4un'cump, c. 1 S7. �}I(�1,anJ wr hnva no inxuroncu rcyuired.I � :mpluy.a�.��b workM' 17.Q Ruul'repuin .rnnp, in..ur�ncu myuintil.� I].0 Utliar •.�n).q�pAcu�ihYl:hcY�lw�I muu.Jw tlll uw�M vee�u 41ur i7wrnry'Mir wwYu�'cumpmurlua M,li.y�nliumwiw► 'Il,.mw�rnrn wlw�Wmii�iAi�efllJ�vi�inJlu�in�ihy��r Juiny�11�wrY a�y�Mr�A4o uw�iM euw�aron�wi.uhnY a nw�IR . �C',m�ewlun�AN�Ae�'t i�i�Eq mW�IIYA+i de adJniuYl.I�du.�n�iM w�w W tM iW.enr iCIJN illd IIIfN 4YAIM�� yrN inJla�lin�vW�. � iaj/a�n un.•niplay�i rhw G prv��1d/n,r�v�rR�r�'CYMPI/Ifllf OII lll.f4/IIMCIlW/My IUI�lIYyIC.f� Br/aiv/s iA�/I y un�1�� ur�nmGna � � In.��wanc�Cump�ny .Vamc--�_ I/ Pulicy 4�ir SvlGinl.Lic.n1 � . . ! ..---- . - �� [� �"✓I/i'9-I � . E"pvubun Darr. � � � ,,,u s�� .��i.�,.�: � 2 Ut�.h u euyr uf Ih� warkan'eumpem�Nun poll�y da�l�r�llun puqt hhowlnq 1h�'pollcy nwubu►ynd explrarlup dulr). I�,�luru w.e.uro cu�eruy�y roquireJ uud�r Scaiun_'JA �I'.�IGI c. 1�7 eau leod�o rh�im lin.„�� ,�.�I.SnO.iM�nJ/ur m�e•year imprivmnncnt, �� vcll�.��i.il pcn�liw in ihv�uon ufa��7(�p ��eri�ninal yanoltie�of� °�'4� '�t i'14�N1 d�JY J�Jltlfl I�II vl,�l.�mr. Itc�Jv�.k•J iAut��upy ufih��.�u�cmciu muy bu IurwuJ�J uRiha URIDi�R 'nJ a fint In�..�n��u��m�I�;hu UI,\ Io��n.nau�c.a��:r�ya �cnli�alwn. /du h.•rrAr i.rli/'Y nnJa� nii, ��n pinn//i�• u , 1p�r/nry ihri ih�in/bnnrl/aw pruriJa�u0uv ii rrai ruid�'oirvct \�.r.�llll � 7 ��1 I ��L� /' ` �c.il Y"/ . ' i�/11riu!�ni ou/y, pn nni�rrii�in ihi� � Y i . +reu, ro A�ru�n /�•trd by��ii ui ro�rn n � rrr., y //r�;�t , ir 1'n�rn: � I�.uin - N��nniul.kan�r I � y_\wAuriir (eircla�u�cl: . i , I. IL�.i�'J ��(Ifr.�IHI !. Ihuldm•� Uc��.uiuii•�rl L lil�.'1'o��u C'Ictk J. L'Iccfric.d In� iccWr 9. . � 6. 1)U�er � � i - I Ph�mbiny IinyeNar � 1'��u.i.l P�nuu: . � -�.. .�_ I'hnn� 1• , � . 6 I � . _ _ . _. �J�:�_. •- , - _, [nformation and Instructions n rm lu�'r� i+delineJ ��".. e°Gn' fn��.+an in ihe scrv��e ut�noiher un,ler,u�y �unincl uf hiR. \I.1>.+.��IIW+e{151��Cf7I LJ�V/�hJ�/ft[ (72 ��yuuex�II emplu�an io proviJe �wrken' w��,pen.+atn�n t�u ihcircmp oyce+. I`unu.uil �u uuY..��w�e. � P . :.prtay or implied. or�l�x wnuen." �wo ot mor� �n .�nplu��r��dcrineJ �s"an �nJrviJuul. Purtnanhip.,isaoei�nau.taryurahun ur u�ltat lagal cnnry.or�ny , �d �n a�wn� m�erpnse.�nd incluJin�{�he luyal repreeen�+�ives'u�^°`n��loyew I Haw•vcrh hs , W menh�p.+i+«�auua or aihet le�{�I ano�y.�MD Y � ' P �t�t� �d IhC �.1feSJ111�tOVJ�� ,ecervat or uuaie�ul'.m indiridu�l. D � nons to�o�n+in�anunce. cuo+uu��iu'o�n„nt ba�r me�wy�J n empluyer." �wnet uf'�Jwellin�{houM havin�nol more �op�hr� �p��tnu af uch�mpey�erem.ur i �acu _ ,I��cll�ny hous�of�na�hat whu e urt�e Nc�ercco shrll iw��c�� .�r,m ihe grounds ur builJin�{+PD 'SC 6 alw s�ue+du+�"wtry flal�o�lotal Ilcensln�{�R�eey �haU wilbhuld th� Istuoact a� .�li.L ch:,pcer 152. �- ( 1 u1reA.' rene�r�l uf r IIe�nH ur p+rmlt lu up�raf��hu�ln�u of ts eoe U�aa wltlh tht�ln�urane�ov raR�ra9o`�pr ,�ppllcunl wba ha� nol prnduad '+�e+p labl��rld�nt�uf eump ol'iu paU�ical �ubJivifion�•+hall 1�Ji�i�nully, �IGL dwpter l S_', i'-�Cl�l'r°1e�"Naiiher�he commonwcul�h nor�ny ' �a � �uni�et ta ihe ptlrtom�anc� ul'publi� w�r� ��il aceep�able eviJanc�ui cumpliwice wiih ihe inwnnee ,nmr m Y �e�ancaJ ro tht con�roc�ino�u�hori�y..• r�quir�m.niy u!ihiy.hup��t Nov�been p' • ' .�pylican�� y checicin{ih�boxc��ha�+DP�Y�o YuW iilua�ion mi4 if tlr annd hon�nwnber(�)ol�n�wi�h theu cartilleutalA uf Plu:�+� iill au� ihe worker�' cumpen►+uon atnJnvit camplerol .bY with no employ��e+u�her�hm�h� net�yy�u'y.supply+ub�con�ncro�{�l ��+^af�)•uJJreul 1' P hava workae' comp��ion iiuurono�. Ilao LLC or LLP�+ inawvnce. Limiia�l Liability Cmnpaniui(LLCI or Limitad LiabiBty ParvwnhiW ILLP) memban or pun+�+n� •rn nut requireJ tn csrry empleyaa�.u po Y AIW b��Id+I�M unJ Jul�IA�uCfld�vl4 71u vlliJavit thauW lic is requited 8�a�viaeJ ihat�hi��flidavit maY b�aubmi�n:d to�h� Oapurt+^ant of fn�u��a �ccidenu for contlrtna►iun uf inaur�neo aov.ro�{a ou hrw uny y��iOOi re4ardiny�� luw ur if yuu;ut ceyuired �o�ies�hauld enur theit h� �.��m�J i�du city or lown thut�h�upDlitaua�for th�pa�nit or licam� is b�inQ raquastaJ.no1�ha lh�P�mQn o InJuy�riul,\ccidanu. ShuuWy �u�npan+w�iue palicy.pla�call iha Oapurtmant+t�lu nwnbar Iii�eJ balow. Salf-in+uca eomp salf-insuronc�Iieans�numbar un�h�� ro dute line. ('Iry o►'Cow�OMtlrl� ' iha� Iwaric �I��.e hc suro�+t�hQ��'�uvit i�cwnplata :'^�printcd I��{ibly. The Depattmani hw pruvided u�p�a rt�hu '�I C� ,�t d�a�ifiJ�vi� tur yuu w lill out in�ha avant ih�OiTtee uf Inves�iu+tion�h�s to cun�uct yuu rc�ordin� PP , eu, need onl aubmit unu atTldovit indicuiin{�`ieur I'I:usa ba+uro�o till in iho panT��licenx� nwnb�r which will be used:�a�reterc y o nwnA�r. fn aJJition,�n�PD I�unt.+hnulJ wri�e";dl lucwiuns in l' ) ilwt mu�t>ubmit mul�ipl� panni�'licmua �PVliwiionn in�ny �{iven y bu ro�ideJ w iha �ii�Na utYlJuvil�hit hai bun offlciully rump�J ur muk�d by di�aiiy or cown may P p�dicy iuFormueian 1 if necaasary) +��ndar"lab 5ite AJ�1+ei mite ur I cema�. A naw a�TlJuvit n+u+�ht rl�led out eaoh tuwnl,,'��cOPY ,pplicunt u proaP�hat a vuliJ ulllduvit is un fil� Yor tLtun P ��i� er+on ie VOT required ro campla�a�hi�:+�fldavit. y e:u. W hare+humr uwn�r ur ciiizen ia ubminin�a licanero ur pennit not relateJ ro�ny buyine�s ur cummercin van i i ,. ,� .lu�{lican.0 or permit w burn laave�ete.). P I h: ��ii•• ��i Inve,riy�tionr ��uulJ li�� w diank pou in �dv:mc¢ Ibr yout.aopera�iun +nJ slwulJ yuu h��u.my 4uuuun�� ,I��,e du nu� ha�inro io yiv� u�+��IL f hc U.p.uun.nt'a .+dJrars, ro�cphuna �nd f.0 numb�ornwealth of Mauothutett3 The Cortun Dep�ent ot Indu+tri�� Accidenp ' 011fe� of[svadQsdon� 600 W�++�Bt� Street Bwton, MA 02111 I'el. q 611-121 f�617-72 01�49"-MASSAfE I', ,:• ..� c.�n.i�s www.may.�ov/ti� a � - _ _ _ �. $ ZONING AND BUILDING CODE ANALYSIS. �� t 5 U � � �y�y i b � `1 � PRO.EG7 TYPE: W ��/ ��* c � a �e�a.s u�nna+ rt+�aunaw.�wsn�en�nit+�s co�xna � � r � TYPE IIB y '�^,� � �c�.a. � � ZONIN6 ORDINANGE USE GLA551FIGATION: s°t �� FIRE RESISTANT MATERIALS A�'7 GONSTRUGTION� ww¢��a�srscna�n t� N 6 E N e � o PARGEI.ID: 3'r00'C6-0 . 0 51fdCil?.N.FRAlEI�rAabOD� OHaxs � o IAtUNS DISTRKT: IfIDU�TRIAL I I 1 ZCYUNS DISTRIGT �c�dhg�a�'�s,gYdr,rs,trvsses 35'.IP I6Ti' . ° �°5��a�'�: a�T^n-5ro�vxicx i5 n�r�rn�'r�iN�,�wM o �wr�vi�us lw�bou, Eugene T. Sullivan, Inc. ne rra.e o��ciru u�aaAnna�iN srcnor+iii o� �«��a u��a a� �� Consultin En meers � ta�eEnea+s wu5 utv r�rcnna5 fr�e tal: S S� �E��"��'Y o ��IJn�� 230 Lowell Sheet- Suite 2A COMMON BATHCORE ' o �� F�T��y A�F�� x�� Wnlmington,MA 01887 r � -� I I I V a� Phone: 978.657.6469 I °� Fax: 978.657.8563 I I I I � ActE55I�ILIttAlIo9.INE5: Sslc�-MhAccEYIBILIiYRf#t.11,T1q�5 o pafcR57�IcfION1�I,Gp7, Email: ETSPE@aoLcom � a :;'� I I I u�wa�,9 swP�t�y�s ma p�� o�, NO DATE REWI310N3 wr�Tw�cnotr rrr�i�r�n�eui�nir�ur�rnnoNs� '� _1. _ _ . _ _ . _ � . _ _ _ _ . _ . _J� - � UNITA; I I I w ° `,o�'ru�'wr+TMra mfi� � � � UNIT B; � o an�xs�+r,r+� ssrow��r.�ur+ornA�� ( � � 9ADIN5lE16Hf�kkaL 15TORY•16'-0' - - ' -� - ' - � - . . . o /RbV LIMifAlipS,Msdrtm: � 555��`be kea ModPlutkro Etld� . . . - . � . - . - . - . - . - ,� t: � l�FJ�khql: P,4805f.Po01R�7M i � U N IT C: ��'n04� MADIFIGATIONS TO q11LDl�'G LIMITATIONS: LOGATI(Y5 TO 2F FPJALI�Ik�ON � �� . . PRDQR6�3lT OF 1BU�M5[lYl'.A5`.Ala'!!f � o H36Hf MCff'IGMIOl5- C7V�PIHt SO4D � r.o.mxuanox . ' a hcreze(a htarctk SprWJer 5ptan: I STORf md 20 F'ti-T � y I � /�1 MOqAGM1dl5- 1t0 CMt XJbA � . �I . a Albd�lo Fba kea krofae tbdlflcalbro d�e 5�� Ia,5c�5F � . � b.5treet Ircreme. 44% -.��, � UNIT E: i iN�k�uG.ra�� am� ss,�� , a.kWal floar kaa C,�NS FCpRfiIM b,�8o 5F : . � I � UNIT F: r � � UNIT D: i MPAHS OF E6RE55 fGHAPfBt 10.00} MA55AGIi�ETTS 5TA1TE BUILDIN6 CODE Bth EDITION 15 CAMPRISED CP 1F�FOLIAWIN6 GODES• � J „______.______._ ___._______ .._L_____________..______________ _______, � ��'� 5�� ' 20091NTERtNATIONALWDES MASSACHUSERSREGULP,TIONS .\ _.__ i / � I � ° ��OFEtlfl NlLBtOFEUiSMKIM4.... 1EqTACGEfi . . . .. 7E#TAKF^�$PFOVIG�. . . ..IBGiNTERNATSONALBUJILDINGCODE...... . . ..... . .. 760CMR-MpAMENDMENfSTOTHEIBC..._.... ....�. . � .� i m w . _ Cl � -�--�...,... _„�..,,,.,,,�. ' � o r�wrnx (as�aavet�si�a�oms. ___ rouz�ln��• n•oa� _ . . _ ___ ' _. , --� � i � � � � �� IEBC-IMERNATIONAL E%ISTING BUILDIhG CODE 527 CMR•MA FIRE PREVENRON AND ELECTRICqL REGUL4TION5 � ___ . _..__ _ � . , . �:,. .. II � ' � I j N�� 'u��'� 'b�� IEEC-INTERNAT[ONALEcRE0.GYCONSERVATIONCODE 521CMR-MAACCESSIBILITYREGULAIIONS � � =1 e'- I � o, . ___. .. _._. _ . .. . � � � � o �wrra�atfuva. ta�mo�mnva asr�rK+z�u+ �afc�r _ I I � � � �� Y�� IMGIMERNAIIONALMAECHANICALCODE 248CMR-MAPWMBINGREGLIL4IION5 � I _ � _ . I _� . _p -_ . �� - ,„ __ _. _ . - .. . - , _ , _ , o I � r �� _ - - _ - - - � ' � ��' ��T� �� IFG INTERNAlIONAL FlRRE CODE � � � �� 524 CMR-MA ELEVATOR REGUL4TION5 � �� a __.. . . . . . . . _ . I J I nnnrw smmxo�eumwc � . � R'i.t31Rv fl!�REiST qill'�W,`;.1.6t S 110.R5 !A�R m�o�ousxm. y � � I � . RA7IN6FORLORRIDO�u SYS7H�1 , � � i UNIT G: � I ( � �I � 1 i n `` L- - - - - - - - - J , � I I I I UNITH� ° � � a � I � � � j � � j , � I i�t r GENERAL NOTES: DEMOLITION; HVAC SCOPE OF WORK: ELECTRICAL NOTES AND SPECIFICATIONS: � I I I � n I i � 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WtfH THE 1. THIS SECT[ON REQUIRES THE SELECENE REMOVAL AND 1. THE SCOPE OF WORK FOR THIS SECTION CONSISTS OF ALL 1. THE ELECTRICAL COMRACfOR IS RESPONSIBLE fOR THE � � � I � = LATEST EDIIION OF THE MASSACHUSEITS STATE BUILDING SUBSEQUENT DISPOSRL OF EXTERIOR MASONRY,INTERIOFlR L480R,MATERIALS AND E USPMENT RE VIRED TO PROVIDE �c"r-��. � R 4 REMOVAL OF POWER WIRING FIXTURES SWIfCHES AND .��,a.,_,..�... „s I�� OVE RA LL FL00 R P LA f�� sEownow�u'�'�" I � I � CODE AND ALL OTHER APPLICABLE GOVERNMENT CODES AND PARTITIONS�DOORS AND FRAMES�CEILING TILES AND GRRID� ALL HVAC WORK AS SHOWN ON THESE DRAWINGS AS IS OUTLETS EfC.AS REQUIRED FOR THE DEMOL1110N AS SHOWN "��°"^S��'��'"', ' � ��'""�"""""""'""""'"""�""'"""��4"�"'tl� � - - � - � REGULATfONS INCLUDING ADA REGULATIONS. FLOORING MATERfALS,EQU[PMENT AND RXTURES AS IS NECESSARY FOR A COMPLETE INSTALLAIION. ON THESE PL4NS. � s"�'y'� � S�f `� A�1 „ _ , „ i � 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY SHOWN ON THESE DRAWINGS. 2. DESIGN/MODIFf THE HVAC DISTWBUIION AND EONTROL 2. THE ELECrR[CAL CONTRACTOR iS RESPONSIBLE TO VERIFY P�`�n,+z"��# �y� � �� SCALE: 1/16 � -O i I - - -� _ i CONSTRUCIION PERMIfS,CERTIFICATES Of MSURANCE,AND Z. PROTECTIVE MEASURES,INCLUDING TEMPORARY BARRICAIDES SYSTEMS TO ADEQUATELY RESPOND TO THE HEATING AND THE INTEGRITYAND THE CONDITfON OF ALL EXISTING ;' �i' �{. , , , � E U NIT J: � .. � PAY FOR ALL FiLING FEES PRIOR TO THE COMMENCEMENT OF AND OTHER PORMS OF PROTECIION,MUST BE PROVIDED IAS COOIING LOADS IN THE PROJECT AREA IN ACCORDANCE WffH WIRING.ALL DAMAGED,ABAND O N E D,A N D/O R W I R I N G N O T ' '�^=q •��. � �,�`�� ' � i I i WORK. REQUIRED DURING DEMOLITION OPERATIONS AND ASHRAE STANDARDS.' COMPIIANT WffH THE NATIONAL ELECfRIC CODE SHALL BE Y"�t�',� "'" ��. i I I � i 3. THESE CONSTRUCTION DRAWINGS AND NOTES ARE PREPARED THROUGHOUT THE ENTIRE PERIOD OF CONSTRUCifON. 3. PROVIDE HEAIING&COOL[NG FOR NEW FINISHES SPACES AS �;��y�a �� I I REMOVED AND REPLACED AS NECESSARY. � UNIT K; . � TO ILLUSTRATE THE DESIGN AND GENERAL'fYPE OF � ��3�r� SHOWN ON iHESE DRAWINGS. THE HEATING AND COOLING IS 3. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE � i I � � CONSTRUCIION AND INTENDED TO IMPLY THE FINEST QUALIfY TO BE SUPPLIED USING PACKAGED ROOF TOP UNITS WIfH GAS REMOVAL AND DISPOSAL OF THE EXISTING LiGHT FIXTURES. "�'��t�,��'�«"` '� � i . . . I i CONSTRUCTION MATERiALS AND WORKMANSHIP . HEAIING/REFRIGERAM DX C0011NG TO PROVIDE A 75°F DB/ 4, THE ELECTRICAL SERVICE IS EXISTING AND SHALL BE �"`=s.�,,�;�^^"�� em�ntxce�crut I I I i THROUGHOUT. FIRESTOPPING � 63°F WB INDOOR AIRTEMPERATURE WIIH THE CODE MAINTAMED THROUGHOUTTHE CONSTRUCTION, � POOM i 4. DURIN�THE ENl'tRE PERIOD OF CONSTRUCfION ALL EXITS RE UIRED CFM PER PERS6N Of OlJTSIDE AIR FOR 5. FURNISH AND INSTALL TEMPORARY LIGHTING AND POWER AS � REFERTOA,2FORiENANTWO j i:-��_ � � i Q AND ftRE EXTINGUISHERS ARE TO BE MAINTAINED AND SPECIFICTO HERTLSPACE. i �! �-'� . � �� "R �� (- � 1. PROVIDE�IRESTOPPING MATERIALS O0.COMBINATION OF VENTiLAIION PURPOSES.PROVIDED GALVANIZED STEEL DUQ�. REQUIRED BYOTHERTRADES FORT}IE WNSTRUCTION i OPERABLE.THE CONTRACTOR SHALL EXERCISE STRICf MATERIALS AS REQUIRED TO MAIMAIN THE INTEGRIiY OF DISTRIBUTION,AIR OUTLEI'S,GRiLLES AND DIFFUSERS, PROIECI'. � I I I � CONTROL OVER JOB CLEANING TO PREVENT ANY DIRT,DEBWS qRE-RATED CONSTRUCTION BY MAINTAINING AN EFFECTPVE CONTROLS APPURTENANCES FOR A COMPLEfE INSTALLATION. 6. THE ELECTRICAL CONTRACTOR SHALL COORDMATE WIIH THE �\ � AND/OR DUST FROM IMPEDING NORMAL E6RES5 FROM THE BARRIER AGAINST THE SPRFAD OF FIAME,SMOKE,AND H(OT 4. THE HVAC CONTRACTOR SHALL PROVIDE NEW[AS NECESSARY] HVAC,FURNIRIRE AND ANY OTHER CONTRACfOR WHICH MAY . .`_ . BUILDIN6, GASES THROUGH PENETRATIONS IN OR CONSTRUCiION SEPARAiE ROOF MOUNTED EXHAUST SYSTEMS POR THE AFFECT HIS WORK FOR ALL LOCATIONS AND POWER � � -- `-"-�--�-----"---`-----------'----'---'----------- -'- � - 5. THECOMRALTORSHALLVERIFYALLSITECONDITIONSAND ]OINTSBERNEENTHEFIRERATEDWALLANDOTHER BATHROOMS. REQUIREMEN7S. PP�P��DFOi7: � � ` � � DIMENSIONS PRIOR TO COMMENCIN�WORK ON THE PROJECT � ASSEMBLIES. 5. RE-BALANCING OF THE AIR DISIRIBUTION SYSTEMS SHALL BE 7. THE ELECTRICAL CONTRACTOR SHALL ENSURE THAT ALL ,,., AND SNALL NOTIFY THE PROJECf ENGINEER IMMEDIATELY OF 2. USE ONLY FIRESTOP PRODUCfS THAT HAVE BEEN UL 1479,�, INCLUDED W THIS SCOPE Of WORK.WHEN ALL CEILiNG TILES EXISI'ING OUTLETS ARE IN GOOD WORKING ORDER,PROVIDE e�1 TV . . ANY DISCREPANC[ES WAH THESE PLANS.THE CONTRACTORS q$7M E 614,UL 2079 TESTED FOR SPECIFIC FIRE-RATED HAVE BEEN INSTALLED A`:D�HE HVAC SYSTEM IS IN FULL A MINIMUM OF THREE OUTLEfS IN EVERY OFFICE. ��Y CAN�L STREET RGI1L1 t�LLC MUST RESOLVE ANY CONfLICTS BENJEEN THESE DRAWINGS CONSTRUCTION ASSEMBLY NPE,PENEfRATING ITEM lYPE=, OPERATION,RE-&4LANCING MUST BE PERFORMED AND THE 8. THE ELECfRICAL CONTRACTOR SHALL PROVIDE CAD RECORD AND SITE CONDITIONS PRIOR TO THE COM�IENCEMENT OF THE qND FIRE-RATING FOR EACH SEPARATE INSTANCE, RESULTS ARE TO 6E COMPILED AND SUBMITTED TO THE DRAWINGS OF THE ELECTRICAL AND�FIRE ALARM SYSTEMS AT 142 CANAL STREET � INSTALLAIIONS OF THEIR WORK.NO EXTRA PAYMENT WILL BE 3. THE INSTALLATION AND PREPARATION FOR THE FIRESTOP� OWNER. THE COMPLETION OF THE PRO7ECT SHOWlNG THE"AS-BUILP ALLOWED FOR ADDITIONAL WORK CAUSED BY UNFAMILiARIlY Mq7ERIALS SHALL EB IN COMPLIANCE WRH THE 6. ALL HVAC SYSTEMS AND DESi6N5 SHALL BE IN ACCORDANCE CONDIIION.THE ELECiRICAL COMRACTOR SHALL PROVIDE SALEP�,�l�1SSACHUSE�TS WITH IXISTING SIfE CONDITIONS THAT ARE VISIBLE AND/OR MANUFACTURER'S RECOMMENDATIONS. WITH 7HE 2009 INTERNATIONAL MECHANICAL CODE. iYPE-WRITTEN DIRECfORIES OF BRANCH CIRCUITS TO ALL �I RE4DILY DISCERNIBLE. . PANELBOARDS. P:OJECT: '�� . � 6. DO NOT SCALE THE DRAWINGS.ALL DIMENSIONS SPECIFIED . � ,1I ' SHALL GOVERN. IYZ CAN�AL STREET RzNOVATIONS 7. THESEDOCUMENTSCOMAININfORMATIONPERTAININGTO SPRINKLER SCOPE OF WORK: FIRE ALARM SCOPE OF WORK: SALEM,MASSACHUSETTS FIRE ALARM LEGEND: THE ARCHITECTURAL SCOPE OF WORK POR THIS PROJECf. � `„ ENGINEERED DESIGNS,DOCUMENTS AND OTHER 1. THE SCOPE OF WORK FOR THIS SECTION CONSISTS OF ALL i. THE BASE BUILD[NG FIRE AIARM SYSTEM IS EXISTING AND IS � oa� i+oeesreoeeuurt-Moun�ontarn.v.r.cet•enowcnuNc�ar+oeu ennNcuwwaho SPECIFICqIIONS AS REQUIRED FOR ALL OTHER DISCIPLINES � � LABOR,MATERIAlS,AND EQUIPMENI'REQUIRED TO PROVIDE TO REMAIN.FURN[SH AND INSTALL NEW DEVICES AS WILL BE PREPARED BY OTHERS.INFORMATION INDICATED ON ALL FIRE PROTECiION WORK AS SHOWN ON THESE DRAWINGS NECESSARY FOR NPPA 72 AND AS APPROVED BY THE CITY OF � oa� srvoeeuNro,uowmonr�n.er.oueeaowcAiMc�cwoeertnnucuwoiurto THESE DRAWINGS SHOWING OR REFERENCING MECHANICAL, AS IS NECESSARY FORA COMPLE'fE INSTALLAIION. HAVERHILL FIRE DEPARTMENT. 0 MnuvurmuunoN-MouNhonrea^naov�viuisxvaoatoceNhzuNE PLUMBING,FIRE PROTECTION OR ELECTRICALINFORMATION � ;crtn �zrtsicNw/Eu�rsc�ucructrt HAS BEEN PROVIDED AS REFERENCE INPORMAlION AND IS Z. DESiGN/MODIFY AND INSTALL A COMPLETE F1R�E PROTECTION 2. ALL NEW DEVICES TO 8E TIED INTO THE EXISTlNG FIRE ALARM SYSTEM]N CONFORMAMCE WIfH THE NATIONAL FIRE SYSTEM AND BE COMPATIBLE WITH THE FJ(ISTING FIRE ALARM ��W��: FOR DESIGN COORDINATION PURPOSES ONLY.THE PROTECiION ASSOCIATION GUIDELINES,THE MASSALH�SEITS SYSTEM.THE ELECTRICAL CONTRACTOR IS RESPONSIBLE POR 8 eu��ac�cvanmzn��un ENGINEERING DESIGNER SHALL BE SOLELY RESPONSIBLE FOR STATE BUILDING CODE CMR 780 AND APPROVED 8Y THE TOWN ENSURING ALL NEW VISUAL IDENIIPICAIION DEVICES ARE - ALL DESIGN AND APPLICABLE CODE COMPLIANCE ISSUES OF SALEM FIRE DEPARTMENT. SYNCHRONIZED WI'fH THE EXISTING DEVICES. � � RELATIVE TO THEIR RESPECTNE DISCIPLINES.ANY DESIGN 3. THE FlRE PROTECffON CDNTRACTOR/ENGINEER SHALL 3. EACH DEfECTION DEVICE AND MDICATING CIRCUIT SHALL BE �.1�ST��FLO'��A�l� CHANGE OR LODE COMPLL4NCE ITEMS IMPACTING THE � PERFORM HIDRAULiC C4LCULATIONS TO VERIFY IXISTING INDNIDUALLY ADDRESSABLE, ARCHITECiURAL SCOPE OF WORK SHALL BE BROUGHT PIPE SIZES ARE ADEQUAlE TO PROVIDE THE NECESSARY 4. PROVIDE NEW POWER SUPPLIES AS NECESSARY TO ADD NEW CO�E ANALYSIS AND , � FORWARD TO EfS ING IMMEDIATELY. SYSTEM DEMANDS. DEVICES TO THE EXISTING FIRE ALARM SYSTEM. � 8. THESE DOCUMENTS DO NOT INCLUDE INSTRUCfI0N5 FOR 4� THE FIRE PROTECT[OM CANTRALTOR/ENGINEER SHALL 5. THE SYSTEM IS TO BE SUPPORTED BY STANDBY BATTERIES. /� q�eA ��i CONSTRUCIION SAFET4 OR BUILDING CARE.SAFETY,CARE OF �TE��IV1L P�OTES ASSUME FULL RESPONSIBILITY FORTHEVERIftCATION OFTHE PROVIDE NEW BATiERYCALCULATI04S TO ENSURE PROPER ADJACENT TENAM AREAS,AND BUILDING COMMON AREAS EMSTING SPRINKLER HEAD LOCAIIONS AND THE FUNCTION OF THE FIRE ALARM SYSTEM.REPLACE EXI5IING ARE THE RESPONSIBILifY OF THE CONTRACTORS.THE [NSTALLATION/RELOCATIGN OF NEW SPRINKLER HEADS/ 8A7TERIES AS NECESSARY. . CONTRACTORS SHALL COMPLY WITH ALL SAFEfY LINES AS REQUIRED BY CODE i0 SUR THE NEW LAYOUT. 6. INCLUDED IN THIS SCOPE ARE FINAL LONNECTfONS TO THE � � REQUIREMENTS ESTABLISHED BY OSHA FOR WORK IN 5. THE SPRINKLER HEADS SHAL! BE AUTOMATIC CLOSED-lYPE TO EXISTING FIRE ALARM SYSTEM,PROGRAMMING AND TESTING. SCALE: AS NOTED � INDUSTRIAL BUILDINGS AS WELL AS LOCAL CODE MATCH EXISTING WITH TEM?E7ATURE R4IING5 TO SUIf THE FIRE ALARM INSTALLATION MUST BE TESTED AND REQUIREMENTS AND STANDARDS. MSTALLED CONDiTI0N5.SPRiR;CLER HEADS TO BE LOCATED CERTIFIED TO BE SUCCESSFULLY INSTALLED IN ACCORDANCE DATE: SEPTEA"�ER 15,2011 . - IN THE CEMTER OF CElLiNG TI'_ES. � � WITH ALl NFPA 72 TESTS. � 6. ALL NEW SPRfNKLER HEADS SHAIL gE INSTALLED ON MINIMUM � ACAD REF, 'I2B2 1°OUTLE7S.FOR EXtSTING SPRINKLERS THAT REQUIRE �/�J �� . . RELOCAIION,ANY SPRINKLER OUTl.ETS LE55 THAN 1°IN SIZE i��'--=�-�'-�`f �- --� � PROJ@CT NUM3ER ` � MUST BE REMOVED AND REPLACED WffH 1"OUTLETS. . - ry�y ,.��.1,�,.-��.r£�r , r ,. 7, THE FIRE PROTECfION CONTRACTOR SHALL�PROVIDE RECORD ��. ��,z„��.,� �•.;,.�_�._. � CAD DRAWIMGS OF THE FIRE PROTECftON SY5TEM5 ATTHE :_ C 4 `� f /� � COMPLETfON OF THE PRWECTSHOWING THE"AS-BUILT' �� . _,� ,��. �� CONDITION. . .,,;s ' '` 1 � -- �I w�.. � j� � `_ � L '�`�:-!C.'-+�y..._ . . r , . . . -L �� o � .� .�t�r, � ��„w c ,t -z . . . DRAWINO NUMBOR � � � P.. ^TI^.� nr {� r,�5; ; , . . . ... � r pir� TIOii�f)G::r�J.i ' , ' � �� I _ __ _ - __----- - . � __�. - . I � t. /� 5U1 � �. 9 I � � / r y y II �,!q 3 - ROOFUECK 18'�8"Af.E . � �, "wZ, i ; .. " — i � . �� y �`� � �....� �� I _�M1 <I . , s �. ______________`_'_--'-------'--------- __--i--__--'_ _________________`__^____.____________________ .,__�_____._'_ � . ; , �� TlN6 E�6\� �I —'--____e-_--_"-'-____ � �.,� o �, a r e 1 I � - a I �� i l Eugene T. Sullivan, Inc. � o � M � � � � � Consulting Engitteers a � _ _ � '; - I 230 Lowell Street- Suite 2A _ _ J-L= , -�;— 6 �� Wilmington,MA 01887 e...._= e_ _ .... � �� ' , Phone: 5�78.657.6469 IFax:978.657.8563 , � i � � ' Email: ETSPE@aol.com i I` JANITOR'S � �s ' ' � � 75 MENS S � I i �� NO DATE 14EN�ION� � CLOSET S — � — � WOMENS �RavtoEtgW5�owx � � C �� IXISTINS BAh5. � �� . -- - — �� --- -- - -�-- � r �I Nw r . :� -- -- �--- — o Alb B1�E.$IGY LI � 9 i II �, � 6 . . . � . . . � . � -- —_ _—_,.'_' _"_ _—_' �9 il p 1 I � "_' ____"_— . � H k � � _ � . — ---._... -- — -- -- —_ . _.. _._. ._- -- � — -- — -- . —0. ___ _... ft/S� �-- -. . . ._ . ._ .._a — . ..._ . __ _ — ..._. ._ . _ -�� 75 i --- -- -- �...� � i i ! � i - i i � � IXR � i a �- ' I � � _ _ _ _ I �� -_. �> �� p I I f8�13010 WWOR M F�tl511115 GM1 � � � 5"18 GAGE MEfAI _�_ � HEIGHT 5I8C20IGAG � � ._.. .— - �-- r R �� r � I wLlNla APOVE. I � STUDS�I6"O.C. r n STfUDS�16"O.C.EfAL STO S@ 16A0 _.._ .__.._._ ..__..__ -----, �' e � � � � � � � _ � EMETAL � ' � � �� = I I - ' __— ' " i � I � .C. --— ___— . � I� �� I � I __ • � i � � �� i1 r ___ _ _ ____ '_"_—_ ____". . ! I � I �:�� 1 'r . I��j' 9 � 1 � . ...._ —_. _.—.. _._"' __'"_ , ( �I I I I �.� � ` ❑ . �I P ° . I � I rv > + ' � 6"FIBERGLASSBAII i �� 31/2"FIIIERGLASSBATf '�� 31/T'FI6ERGlASSBAII -- �� --- �--� ��- � � ��— � s, k � ,� e `I I �� '� � INSULATION . — `� IMSUlATION INSUUTION t I I I . � f k� � � _ ) � i �� -T - .. ...__ ____ _—_' i p . '-- — .. _.... 1 s _ - __._ .. e O II I I I . .. __..__ . __ _�.._ .. f O Y � � � l � : .. _.___ " ti' �' ° ( i l e � 1WOfAYER80F513'G1P9UM f '� ONVAIAYEROF�B'GYPSUM ONELAYEROF5/8"GYPSUM `� ---_— — — -- — __ __ a ! . I o WALLBOAR�EICHSDE. I� ', WA4l1B0ARDINIERI0R510E. WALLBOARDEACHSIDE. . — -- — — , i ' s � � � PR0�1DE B�t6@7GY&4Tf�1'LI�IIINS � �:� � y � � MAtiSPAi}G OF K�REfi TO PROJIGf I �� i '� F�� .� �, LIMIT OF WORK FOR HERTZ � ' � ��,�u��ao�i r-oarcr� � � � °xr �� asn�cc�uEzrEeioe TENANT IMPROVEMENTS. ° � e WA4LL � � � � — — I � x; ' � � �� I 's: � � � i A NEW TWO-HOUfR RATED TENANT I � � ''�, � ; � � I � SEPARATION WIALL II � — — — � — � y p "'- I ! ., .,,',,: „ ,.� i: z; , - „vy, : N , �„ i,e's., . � � . � � t- _ G B II ' I I o CONCRETESLAB " � `��CONCRETFESLAB CONCREiESLAB � _ . i s �. 75 D(IT=-' � EXIi � i x /S � 3 I PS I� � _ _ _ _ J _ _ � � ,�. H/ i q '� i I �en��in roe� 5 � PARTITION IYPE "A" 10' HIGH PAFRTITlON @ CMU WFVLL � 10' HIGH IYPICAL INTERIOR PARTITION ' HERTZ TENANT SPACEiI I ��'��`�� A B U ' ��i� � FIRE RESISTANCE RATING:TWO HOUR FIRE RESISTANCE�RAiING:NONE FIRE RESISTANCE RATWG:NONE ; I � A I I � UL DES U419 � r" ' i J i � � i a` II " � � ' y P i EXi5TIN6 PARTITIOtG 0 � ' . . � � BILTWGPLR4C.Nt Illi I I� - � . . i �� ; BUILDING ELECTRIC B i � , � ROOM '� � � , 6 —+� _- _:_ I _._�_— ' _ -=I ' �, ,,��"ei ; I > I . , ; ��r�.�k`"`` � s � � ; li I I ; =y r,cc� a p�;�r , � ..� , ��" .��: i n • i � , `�'� a�a` w.,, �a o � 5 . �q,`''�� N &M '. �� d I �'� � �p��.. �x'�� . V i � � � ''�r; zr � , ♦ i � � � � � � �� +�-�4'yn�" e�i ..�a �^�.�.'...._�_.es_�______s_�.�.��'_'_a��.e""e��ee,_'„'..»....�.""'�.�_"""_'_'_'__"__"_m'_"_'� e��i I I I I � r��^��4f�,:. . . "'_e__""'_"�""' _'__ � , a ' A�� I NEW N70-HOU RATED FENANT � � � 73'_7" � � � SEPARATION W�LL � I � ... , �— — — — — � � � „ -.. •,--s,�,.: . . . �. ,. :, ;,.,.. I — — — ' � � � PREIPAR�D FOR: 1 �iyli i I ,;' I�tLI.� � �� -b- I�II II � �� dI�I�J ,:..� �� — . ^ �� 142 C�9blAL STREET R�tILTY,LLC ' � � � � � 142�CA�JALSTREET ��. N39 F�PARABOLIG RORLtBff LI61�f Fl�Ta�°"�^rr"°"�''c�eo I Sk�LEP,1,h1RSSACHUS�TTS ;,., ��x ' � -�, ,r� roorc�s. :'� - �I � � � � PRO�JE�Y: �� - -;I � , — �._. I:I�-� + � � PARTi IAL FI�ST �LOOR PLAI� ��; � � Q �� 1 > ��nT'�"Tu��. � r 142 C�^�WIAI STREET R��fOVAT10�lS A.1 SCA�E: 1/8" = 1'-�" '' � I SALEti1,ItiiASS",CHUSETTS i {> 4 �, I � i FIRE ALARN� LEGEND: RooM I I BUILDING ELECTRIC 1 7I � �. II� ii � � _��. D"�ANVINC: _ _- �is HORN STROBE UNIT-MOUNTED AT 80"A.F.F.OR 6"BELOW CEILING-CANDELA RATING A5 INDICAT�D I I I , , , V�LOOR f�AN AI�D �p4 s STROBE UNIT-MOUNTED AT 80"A.F.F.OR 6"BELOW CEILING-CANDELA RATING AS INDICATED � ' ' � R��LP�'CT��E CL�L�I�G P6AI�� Ps MANUAL PULL STATION-MOUNTED AT 48"ABOVE FINISH FLOOR TO CENTERLINE �7 EXIT SIGN w/EMERGENCY LIGHT ! SCF4LE: AS NOTED I � EMERGENCY BATfERY UNIT ' DATE: SEPTEN3ER 15,2011 ACAD IREF. 1262 � � VT6�OJ��T NUIJ6EF7 � �C7�C'� '�. DWaWIk,(3 NUI�!8ER � �� . . . .. . . . . .. ... ... . . .. .. .. .. . . . _. _ . .._... . .. _ ._.. . . � . .._ .... ..... ._.. . ...... i ............ . . . _.. ....._ . . ____ . .. t SUL � � �� Y'y . . . � .� ;�:. � W �/ / / �-..� o � � �+, C � // � N y •.,�� // �� i � � SG� r� N6 EH6\�� Eugene T. Sullivan, Inc. Consulting,Engineers __ _ 230 Lowell Street- Suite 2A Wilmington,MA 01887 Phone: 978.657.6469 ��m�..s� � Fax: 978.657.8563 � Iwwara�wm+mxm;n7. . . � $Iri311: ETSP��Q 301.COltt Cruo �ew�.a.w�.a �Iruo. unscanemMl*n7 aevn�.wu �lIWOSE WfI�E�WIqFNESM. WWIME V11H�NIESSWSIAO). ��M� WFNEOWIAlMBM. (z•n�x.caaJ. 4 VA4R6 VA`K � �s�s (E'nix.cw[Al� \ Is�ru.y �S�Enuq swm+a —� `1 ' ' • . . L• • .15ViWTYANNG. . a ) n 144 CANAL STREET � a °�� e ��Q�s° '. e -�,.:;, �`� ��a�� g � �. p� �•.,�a��,�� _..__ ---__ _ ____ _-- � °J .c a o � ' NYSfEELPoNW/ � _.. a �000 o ` G0.NPJLaAYWH� WENFDQM'YAEMR ' � � a°��8�, �'�&cPoo o°� od .., Y>>v bac° �8�c,�. o0°c8 0 omx�wn c w amo. — _' _ — _ . � vuvnrKxo�uwxnux 94�p° 8�R �r,�, ' �"14�"� . � . uais�oeorrn¢. . ___ _._ _._. _... _ i re m coxvwimreaFss�o , 7 � d 'm,.,, ... .a.. I��c� . . $�8 0 oeueo�,ww.Us•x�x sn�'�y � �1 Jt��=, fw�snennoe\ � j - ��.. ., _ - � � i��oevml, \ 111�. � � — �� `nsNrave�,uxmnau convncno wnroe�eeeew�o� � —..-- . .. —.__ ___.. _ . __ __ . i, :m :: ' 6'6�NMEfWIP:G. .� O0.WNINCOS2N@FE. � SIIWv¢ (OM.ICIEU '�.� —��mvS�..�1 ^� .�.,...�.�:_��.�� _ . . _ . . . . . SUeNSE PROPERTY LINE � t u•ounFrtnmoc�cne �. . �� rom�xa "� —_ _"--_.___'_____""'_'—_--_'_.___ � .. ', � ____ "__ ..__.. —.. � � � CONCRETE SIDEWALK DEfAIL @ PARKING LOT CONCRETE SIIDEWALK DEfAIL � { � - --� —. ._--_._._�__—_.-_._- —._.---- � � � " � I I ''� � � , ^ i I _.______ _.._ -- ____ _ _ � . � - - - -- -- ._ - - _- •- - . _- ---------- -- _ -_ , ;, � UNIT A: � � � - � HANDICAPPED PARIQNG SIGN I q 4S � UNIT B: I _ • I m Y -- --- --- :• I ! , , - - - -q - - - - i- o - _ � a __. ......_ _..._ _ ,__ __.. 4 4S � � UNIf C: � �.,, , f_=-� y ^ .; I r�„ a UNIT E: �' N 9�_p, 9_p. 9�_Qa 8�_�� " i " UNIT F ��'� � UNIf D; � � � � ��' �' , � �c?�'1 2S °; ` �� •p I NOTE TO COlVTRACTOR: I � � � i �j � �. ° 1. ALL EROSION CONTROLS ARE THE RESPONSIBILITY OF CONTRACTOR FOR m.� . �� THIS PRO]ECT, � � r� � � .�'��Yr � � 2, A COPY OF THE APPROVED SITE PLANS MUST BE READILY ACCESSIBLE �,�� ' ,.� C (T^' 3��0^ ON-SITE AT ALL TIMES DURING CONSTRUCTION. ��,` }i" "}� � � � �� NEWPY NSSIGN. j. $ I ��3�,..�a4A � p� �.�.��r �; J — — � — --- -- q . ..._ . — -- � — -- — --O . y � �"1 C�ia ��,� y�. y � — — — � — — � 5�',`+ a�a'. ' �� I I� ,� � I � �� GENERAL NOTES: � ��_��' � ��. � ,�.�,�s� � ,r::F ,„ �^ ,�� I UNIT G: I � �1 � � I �� , ��"'�� i ' 1. THE CONTRACTOR SHALL NOTIFY"DIGSAFE" [ 888.344.7233 ] AND �.��' � 4 - - - - - -' � � � UNITH: ' '". � 8 --r VERIFY ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION, ,,,,...,,� w � I I � 2. THESE PLANS HAVE BEEN PREPARED FOR TH]S CLIENT AND THIS ��H of MnsSq� � I I � g� PRO]ECT. REPRODUCTION IN WHOLE OR IN PART FOR OTHER PURPOSES � �,�°' °y��`F, � �� IS STRICTLY PROHIBITED. o= EUGENE 7 �' � ' � I � � — I — °� 3. THESE DRAWINGS SHALL NOT BE SCALED. IF CLARIFICATION OF INTENT � SULLIVAN ^N� , 65 °"^��°�^""°"'�' � ; � IS REQUIRED,THE CONTRACTOR SHALL REQUEST CLARIFICATION PRIOR � civi� 46707 � Z�� TO CONTINUING HIS WORK. q Re �n �, O C • E�N� ' • � •i � � - - 4. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO INITIATION OF THE F �! (� , �i 5S � ��^^�;w I WORK AND SHALL NOTIFY THE CIVIL ENGINEER OF RECORD AND THE �i� '' °� �' � �� OWNER OF ANY DISCREPANCIES WITH THE SITE CONDITIONS OR `��" �• ':' . �.' �� H �„""`�`°UNR K: I �h1 PROPOSED CONSTRUCTION IMMEDIATELY UPON DISCOVERY. � � �II 5, THE CONTRACTOR SHALL 8E RESPONSIBLE FOR COORDINATiNG � ___-- ""°°'�� I ��' I PROPOSED CONSTRUCTION WITH EXISTING CONDITIONS. REFERi0A,4FORIENMR seEaecroxExasrnce. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED i I I PERMITS AND LICENSES. Pi iEP�Ai?ED FOR: 7, ALL WORK SHALL CONFORM TO ALL LOCAL AND STATE REGULATORY AGENCIES AND UTILIfY REQUIREMENTS. �GY CAN��L REALTYTRUST,LLC 8. UPON ENTERING THE SITE,THE CONTRACTOR SHALL BE RESPONSIBLE � p FOR ALL EROSION CONTROL, DEWATERING AND SHALL UNDERTAKE ALL �42 CF�NAL STR��T PARTIAL SITE PLfiN NECESSARY MEASURES TO PROTECTTHE DRAINAGE SYSTEMS, SAILE':�,N,1ASSACHUSETTS C,1 AD7ACENT PROPERTIES AND STREEfS FROM SILTATION STORMWATER � SCALE: 1° = 20�-0�� RUNOFF,AND DUST DURING THE ENTIRE PROJECT DURATION. �,��T. ' 9, THE LIMIT OF WORK SHALL BE AS DESIGNATED ON THESE PLANS, � AND/OR THE EDGE OF PROPOSED GRADING AND/OR THE PROPERN �4Y CAN!��L STREET RENOVATIONS � LINES IF NOT INDICATED OTHERWISE SALEM P�IIASSACHUSLTTS � 10, THE CONTRACTOR SHALL CLEARLY MARK THE LIMITS OF WORK PRIOR TO � ' THE START OF CONSTRUCTION. 11, MATERIALS IMPORTED TO THE SITE SHALL BE FREE OF HAZARDOUS � WASTE AND NOXIOUS MATERIALS, STORED AS DESIGNATED AND SHALL � 4O CANAL STREET NOT HAMPER THE SITE ACTIVITIES, �_ 12. MATERIALS EXPORTED FROM THE SITE SHALL BECOME THE PROPERTY OF DRAWVING: II THE CONTRACTOR AND DISPOSED OF IN A LEGAL MANNER. P�RTIAL Sli'E PLAN SCALE: AS NOTED DATE; SEPTEM3ER15,2011 ACAD FtEF. 1162 � � � PROJECT NUM3ER ; �', � �� DRAWOWG NUMBER � � C7 1� i�---�"�------- The Commonwealth J of Massachusetts —_ --Department of Public Safety \Iass.tc hit srtls SLdr lot lJing Qulr(7811 C\I12) Building Permit Applicationfo Building other than aOne-orTwo-FantilyDwelling (-Fhi--edion For l) ficial Use Only) Building Permit Number, ------ Dal, pplicd: - Buildin 'ial: SEc,r1ON 1:LOCATION(Please indiy6wplock #and # or Iucatlu ur which a street address is not vailible) /qz 2 --" --- =-- --"-r� - — -- --�"---- --- No. and tilreet City/Town 7 p de Name of Building(if applicable) 1'I :PROPOSED WURK _ _ _ Edition of'"A Slate Code usvd If NW Construction cheek here❑or check all that apply in [lie hvu rotes below I?siwing ISu ilding❑ Repair❑ :\Iteration ❑ Addition❑ Dcmol it i0oX(Pl011se till out and Submit Append IN 1) Change of Use ❑ 1 Change of Occupancy ❑ 1 Other ❑ Specify:—_-- Are building ohms and/ur amslntction drklnllem!being supplied as part of this pennit.application? Yes ❑ No is in Independent Structural Engineering Prey Review required? Yes ❑ No Brief Description of Proposed Work:._ —�]-- .._ SECTION 3:CONIPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVA"rION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Chuck here if an Existing Building Investigation and Evaluation is enclosed(See 780 CNIR 34) ❑ Existing Use Gruup(s): _._ Proposed Use Group(s): SECFION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Flours/Stories(include basement levels)&Area Per Fluor(sq. ft.) Total Area(sq. ft.)and Total Height(ft.) SECTION 5:USE GROUP(Check as applicable) :\: :\ssembly A-I ❑ A.2❑ Nightclub ❑ A-3 ❑ A4❑ A-5❑ B: Business ❑ E: Educational ❑ I: Facto F-I ❑ F2❑ tl: Fli h Hazard H-1 ❑ H-2❑ 1.1-3 ❑ 11-d❑ 11-5❑ 1: Institutional I-1 ❑ 1-2❑ 1-3❑ 14❑ ttl: ,Vlcrcantile❑ R: Residential R-I❑ fi-2❑ R,\❑ R-1❑ 5: Storage 5-1 ❑ S_'❑ U: Utility❑ Special Use❑and please describe below: Special Use SEC rION 5:CONs'TRUCrION 7-YPE(Check as applicable) r IA Ill ❑ IIA ❑ IIB ❑ IIIA ❑ IIIB ❑ IV 1 VA ❑ VB ❑ S EC'rION 7: SI7"E INFORMATION(refer to 780 C SIR 111.0 for details on each item) Water Supply: Flood Lune Information: Sewage Disposal: Trench Permit Debris Rcmuvali Public❑ Cho Is if outside Road Lone❑ Indicate municipal ❑ ;\ IrenCh It ill Viol be Licensed Di,poval Site❑ Privale❑ ar indrnlifv Lone: or, n ❑site aystrm required ❑or Iron li or spec dv:._ _- _.. .. ---- permit is enclosed ❑ Railroad right-( way: Ilamrds h+ Air.Navigation: M , I Not Applical Is their rev ivw camplov,l' or C,:nwut to Build rm'I,t,vd ❑ 1 vs ❑ ar.NoAL Yes❑ No ❑ SECTIONS:CON FEN'f OF(TR I IFICA 11;OF OCCUPANCY Fd iuou,:t Cade' - -_ L'sr Gnnipls): - Ivor„IContructwo. Ortul,•utt Loadprrl9ao r: ILw, Ihr bnildinl;i, Main in 1;prinklrr S.%slum'. tiprc i,d slipulations - - SECTION 9: PROPER'IN OWNER AU'1'IIORIZAIION - Vmle.md :\ddress ul Property Owner Nance(Print) ------ -.- "No.and Street---"— ---- city/—rows - --"-- _----- Zip -- Properly Owner Cuntaet Information: I itle --- ----- relepinme No. (business) Telephone No. (cell) C-mail address II applicable, the property owner herebv auf iorizes Name Street Address City/Town State — Zip to art un the property owner's behalf, in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2) (If building is less[hall 33,000 cu.ft.of endosed s pace and or not under Construction Conlrol then check here O and ski Section 10.1 10.1 Re dstered Professional Responsible for Construction Control Name(Registrant) " Telephone No, e-mail address Registration Number Street Address - City/Town State Zip Discipline Expiration Date 10.2 General Contractor Company Name Name of Person Responsible for Construction License No. and Type if Applicable Street Address City/Town State Zip Telephone No. business Telephone No. cell a-mail address SECTION 11:M)l,'Kr.i::,'r t Alrr N,..n ea %V,1n:.\.MI \1n 1 11 IA J I M.G.L.e.152.§ 25C 6 A Workers'Compensation Insurance Affidavit from the MA Department of industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Is a si iled Affidavit submitted with this application? Yes O No O SECTION 12 CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs: (Libor and Materials) Total Construction Cost(from Item 6)=S_ 1. Building 5 - Building Permit Fee=Total Construction Cost x (Insert here 2. Electrical 5 appropriate municipal factor)=3 t. Plundpiog $ 4. :Mechanical S Note: %lininnun fee=S (Contact nuulicip,nitty) S. .Mechanical Other) 5 FndusC chuck payable to __ _ n. Total cost S v�Or (contact numiripa lily)and write check number here _ __-____ SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By enterint; roc name belOw, I hereby attest under the pains and penalties of perjury that Al Of the information run twined in this ipplt,ation is Iruv and ICalmte to the h• o n Cdge and understanding. , Pleas,,print ntd st W name old rrlvl,hone No. Dale CITE Inel .W&I.-i (nv/r, I,it Sl to Zip it 9 :Municipal Inspector to fill out Ihfs section upon application approval: .-__- __�f�. ✓ __ ..e2 __..__ J/ ... _ ��- l �LDC4 The Commonwealth of Massachusetts W-7 Department of Public Safety Massachusetts State Building Code(780 CMR) ng Permit Application for any Building other than a One-or Two-Family Dwelling (This Section For Official Use Only) Building Permit Number: Date Applied: Building Official. SECTION 1:LOCATION(Please indicate Block#and Lot#for locations for which a street address is not availab e 142 Canal Stree--r 5alern nI LIT D No.and Street City/Town Zip Code Name of Building(if applicable) SECTION 2:PROPOSED WORK Edition of MA State Code used If New Construction check here❑or check all that apply in the two rows below Existing Building❑ Repair❑ Alteration 13 Addition'E Demolition ❑ (Please fill out and submit Appendix 1) - _ Change of Use ❑ Change of Occupancy Ok Other ❑ Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes ® No ❑ Is an Independent Structural Engineering Peer Review required? Yes ❑ No ❑ Brief Description of Proposed Work: .i- ryit-cF,.�cc,�c.- , YV\lSYyJ1 zpMI I&L ctb SECTION 3:COMPLETE THIS SECTION IxF�EXISTING BUILDING UNDERGOING.RENOVATION;ADDITION,,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) ❑ Existing Use Group(s): Proposed Use Group(s): r1 MC�r La"tile_ - SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) ) "1 p'3P� 1 Total Area(sq.ft.)and Total Height(ft.) 1 Cj'3$ 21'3'$1' 1 G" E) ZI'3 e " SECTION 5:USE GROUP(Check as applicable) - A: Assembly A-1❑ A-2❑ .Nightclub ❑ A-3 ❑ A-4❑ A-5❑ B: Business ❑ E: Educational ❑ F: Factory F-1❑ F2❑ H: High Hazard H-1❑ H-2❑ H-3 ❑ H4❑ H-5❑ I: Institutional 1-1 ❑ I-2❑ I-3❑ I-4❑ M: Mercantile It➢ R. Residential R-111 R-2❑ R-3❑ R-4❑ S: Storage S-1 ❑ S-2❑ U: Utility❑ - 1 Special Use❑and please describe below: Special Use: SECTION 6:CONSTRUCTION TYPE(Check as applicable) LA ❑ IB O HA ❑ IIB P9 ILIA ❑ IIIB ❑ 1 IV ❑ VA ❑ VB ❑ SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item) { Water Supply: Flood Zone Information: Sewage Disposal: Trench Permit: Debris Removal: Public El Check if outside Flood Zone❑ Indicate municipal❑ A trench will not be Licensed Disposal Site❑ Private❑ or incientify Zone: - or on site system❑ required❑or trench or specify: permit is enclosed❑ Railroad right-of-way: Haza MA Historic to Air Navigation: M Historic Commission Review Process: Not Applicable IN Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed❑ Yes❑ or No 9 Yes❑ No ❑ - - SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY ` ' Edition of Coder Use Group(s): H Type of Construction:I_ Occupant Load.per Floor: 71,ot Does the building contain an Sprinkler System?: Special Stipulations: SECTION 9: PROPERTY OWNER AUTHORIZATION !?�� Name and Address of Property Owner Anihonm Clatri6c" Onesfic.r 1MA ll 01fAc Name(Print) No.and Street City/Town Zip Property Owner Contact Information: I_s.,d os1. cm-315-65-49 •cane Title Telephone No.(business) Telephone No. (cell) e�ail�ad Tess If applicable,the property owner hereby authorizes CACS co R4.151F Lou(S ta3iZ�7- Name Street Address City/Town State Zip to act on the property owner's behalf,in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2) If buildin is less than 35,000 cu.ft.of enclosed space and/or not ender Construction Control then check here 0 and s4 Section 10.1 " 10.1 Registered Professional Responsible for Construction Control - jhh�upm $'iY�AtJ'Olz 311k _rb21 _ 1\00 Oce;\\4 eascoCccp.cs �Szl Name(Registrant) Telephone No. e-mail address Registration Number `n g 'yl W o,\y N St•\D4�tS th/0 3(v iZ"1 R.P_t_.ik $ 3l , Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor - "ry>\1 stser�� 0 IZTHau 1° G62 P Company Name C F1Lk 121�1 P6 LA 4. # Name of Person Responsible for Construction - License No. and Type if Applicable I$N U FWwIL.wP (.sILE F• o t�K Z Street Address City/Town State Zip �b - go40 Gcln-1, Telephone No.(business) Telephone No. cell e-mail address SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT M.G.L.c.152.§.25C 6) A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Is a signed Affidavit submitted with this application? YeVq No ❑ SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE J`- Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)_$ 1.Building $ Building Permit Fee=Total Construction Cost x (Insert here 2.Electrical $ appropriate municipal factor)=$1Lp`1'2—. 3.Plumbing - $ 4.Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipality) 5.Mechanical Other $ Enclose check payable to C,,_'j ,OR 5a\ern 6.Total Cost 1 $ •Z (j Q(% (contact municipality)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. fco-�ECT "I-wNwaL I:A� Lc4 5fZS Please print and sign name Title Telephone No. Date 1064 a c h-Ao G'z 1 Street Address City/Town State Zip - Municipal Inspector to fill out this section upon application approval: ".. _.... Name -- Date 1 CITY OF S.ULEitii, 1LA sSACHUSETTS ot Bun.DiNG DEPARTMENT 120 WASHINGTON STREET, r FLOOR TEL (979) 745-9595 FAX(978) 740-9846 KI\IBERLEY DRISCOLL MAYOR Tkmus ST.PMRRE DIRECTOR OF PUBLIC PROPERTY/BUILDLNG COJLMRSSIONER CONSTRUCTION CONTROL DOCUMENT ProjectTitie: t7172Sa, U-1 At7r0 P4LZTS Date: 04 — Project Location: l42 _ f ,aryet �TidSfiY Scope of Project: ''T�r' 751T.e_-x; r trJF AM �1t;1�ItJ �t,Ifll6r In acc c h SE7N 116 0-116.4-2 of he 6th edition of the Massachusetts State Building Code i I Mass.Registration Number !25'41 being a registered professional Engineer/Arc itect hereby CERTIFY that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: ( ] Entire Project Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other(specify) for the above named project and that to the best of my knowledge,such plans,computations and specifications meet ,the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed project. Furthermore,I understand and AGREE that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved by the building permit and shall be responsible for the following as specified in section 1. Review of shop drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for the building permit, and approval for the conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be:present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine, in general,if the work is being performed in a manner consistent with.the,construction documents. I'shall submit periodically, in a form acceptable to the building official, a progress report together wi pertinent comments. Upon completion of the work, I shall submit to the building offic' N ort as satisfactory completion and readiness of the project for occupancy: Signature and Seal of registered professional: x-� PermitNumbar / APPLICATION FOR PERMIT,TO ERECT A SIGN `J �J NOTE:SUILOINO PERMIT MUST BEOBTAINEO arEFORE SIGN IS ERECIMp `J- Location,Ownership and Detail Must Be' Correct;Complete,and Legible: _ Salem,Massachusetts " Date To the Building Inspector: - The undersigned hereby applies:fora'pemiiCto o Erect,..,d,Alfer.a:Repavasign-ontliefollowing.disdHbadtiuildmga-,. n Urban Renewal Area o Entrance omidor: Historic District.. 'o'Na: j4rA fly JLL4 one .Telephone 7- I floor • "�, .,-/" . 010 P r{ : 2 hoot . Address riov •4...' -rt• 6rlr�' d :3 floor .. . . rTelephone .. 'ttT- $62- k 7Yo' 4 eoor,, w E-mail - a' .i Ar)fb.cc Howmany bus(nesses,ara.in the.building?, If a corporate body,:name 1 ofms anaiCUf2rrcer . yy;at' Siet ..R RoSS.T'UL--. RJ.$S llakec Building - ;.;,Iinear feet Colshidion Sup's Liapsa l'la. C$" Q6, 6,.•�. ' Applicenfa Space,(if multi•tenant inear feet: �D,St(2u .Address gorbo 393 $•cA56er MR'. . 0' 7 Property, - ,Q_ -. linear feat :" ' Telephone a _ 0-°J,'a.a./. Rim. E-mail -_ �'o.. ' .3 RJSSa;p acA� ir..,UAhF n Sign Owner. ign.Erador a other{.:! y Sian]'. 'Sion 2 SI n.3 ... gawlace - -. - aSUrfaa*•- oSu - a Right Angle to Building "-o Right Angle to Building o Right Anglei to Building' a;Free Standing r Free St"'Ing a Free Standing Cl Awning o Awning... ' ,' ,F a Awning a Portable(A"Frame) a Portable.(A-Frame) - o Other(apedty) a Other'(3pedty) a older(specly) Sign Matedats Sign,Materials Sign Materials+ v Sign Dimensions' , u SlgpMlmensions: Sign Dimensions' Sign AreaSign Area: Sign Area 3lr Sol R s ft s g Slgn Height(if free standing)' Sign Height(if free standing)- Sign Height(it free Standing Estimated Goat of Net WorkExisting Signs - S. ,yaaa.bo; Typa -, Sign;Area, To Be Removed? Sign O/�w,ner ISurfaea _sqR ayes o.nb XlCfCl/_hIZA��(J�PI /aL9eTI✓" -. o Right Angle to Building _Sq ft o yes. ono, o Free Standing, _SO ❑yes, .'3no, . Sign Owner's AuthortzedRepresentatiye o Awning - � 0 (- _sq ft ayes- >,no ..if�u�a„y w,�!r i�'y'S,.9�J 3 Y (u SA-D" a Other("city) _sq ft o:yee ono: Propery,Owner a ning:8 Communiy Develop - " - Historical C . 17 ommission " . ._ . .. . Building ins eeto ' maaem,w The Commonwealth of Massachusetts �1ry Department of Public Safety :\1,issa111usl-1 is Sta to lluiIdi I g CuJc(7&I C:\IR) Building Permit Application for any Building other than a One-or Two-Family Dwelling (I'his Section For Official Use Ooly) Building Permit Number• Date Applied: Building Official: SECTION 1:LOC FION(!'lease indicate Block N and Lot N fur locations for which a street address is not available) /Va? CANAL -5 _57i f1/n P7A a/? —Z d No. end Street City /Town /ip Cade Nance of Building(it applicable)--- SECHON 2:PROPOSED WORK Wilion of\1.\State Code used It New Gntstruction check here❑or c heck all that apply in the two rows below E.xislini; Building Repair❑ Alteration 2--1 Addition❑ 1 Demolition ❑ (Please fill out and submit Appendix I) Change of Use ❑ Change of Occupancy ❑ Other ❑ Specify: Arc building plans and/uramstmrliun dth untrnls being supplied as part of this permiLtpplication? Yes ERNo ❑I/ -- Is in lodepcndent Structural Engineering Peer Review required? Yes ❑ No t Brief Description of Proposed Work:.__ Cvr /^/ Ale VV xN i H10CIWS i9 NlJ 04 02S eA/ 1yI/5i/ill 6" i.7(/l">11 N C. FC u :Z Gi'ErV/N6-S /A/ t3"u/c P/"E, ri/1;E Ud0lC �1Nf 12 COZ-!r Gj AlA/`!Or/S _hNV dF/< Gt//Pfr7lllJ SECTION 3:CONI PLETE'rHIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here fall Existing Building Investigation and Evaluation is enclosed(See 780 CAIR N) ❑ Existing Use Grouts : Pro posed Use Grout s SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)& Area Per Floor(sq. ft.) Total Area(sq. ft.)•ntd Total Height(ft.) SECTION 5:USE GROUP(Check as applicable) A: Assembly A.I ❑ A-2❑ Nightclub ❑ A-1 Cl A 4 ❑ A-5❑ 1 B: Business ❑ F.: Educational ❑ 1? Facto F-I ❑ F2❑ 11: Ili h Flata rd H-1 ❑ H-2❑ 11.1 ❑ 11-4❑ 1-1-5❑ 1: Institutional I-1 ❑ 1.2❑ 1.3❑ 1-4❑ \I: Mercantile❑ R: Residential R-10 R-2❑ R-\❑ R-4❑ S: Storage S-1 ❑ S-2❑ U: Utility❑ Special Use❑and please dCSRibe below: Special Use SECTION 6:CONSTRUCTION I-YPE (Check as applicable) MC3 Ill ❑ (IA ❑ [Ill ❑ Ilia\ ❑ 1110 ❑ 1 IV ❑ I VA 0 VB ❑ SECTION 7:SIFE INFORMATION(refer to 780 C.%IR 111.0 for details on each item) Water Supply: Flood Zone Information: Sewage Disposal: Trench permit Debris Removal Public❑ Check if outside 19OOd /_one❑ Indicate municipal ❑ A Iri•nch tv ill not be I_icvnsed Disposal Silo❑ required ❑or trench Or sprclf,,: ('ricale❑ or indentif}' tune Or on site system ❑ permit is enclosed❑ Railroad right-of-way: I laiards to Air Navigation: •.I I :J. : . Nnt \pplicaMe❑ Is Slnrctun•within.nrport,tppraach aura? Is their rvviow cnmploloJ' or Guisrnt to Build cne losad Cl 1 vs ❑ or No❑ Yes❑ No ❑ SECTION S:C•ONI FN'1'OF CFR-I'IFICA I E OF OCCUPANCY I diliou nt code. .. _ L'w Gnmp(e): - I�pvol Conslror lion: _ _ Ucc up,ud Load per Floor: floc, Ihv bmidint;,onlain an�jmtiklrr;%slum' SlyllIalion." i SECTION 9: PROPERTY OWN IIR AUTI IOR IZAIION Name,unl Addwss rt PrOprrh Owner �if1�ON�' f>A/%/NfiZ• 59/6/ �ND.�oi7J=---��.'�l.t/7--�// ------ �_ 1�, Name(Print) No. ind Street City/Town Zip property Owner Contact Informationn _/ �/�� //t/E��--_ _/J�,.L��',}J y / __. ripM�i/d NYdt/✓i ant - Yl'0•Pa�1 Ititle". pcluphone No.(business) Telephone No. (cell) c-mail address -- If.t ,Placable, tl r properly owner hereby authorizes ' _ew 16, 7 Nance Street Address City/Town State Zip to act on the property owner's behalf, in all nn,tlters relative to work authorized by this 111111diog permit a „lication. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2) If buildin•is less than 33,001)cu.ft.of enclOSxvl s,ace and or not tinder Construction Control then check here O and skip Section III I Ilia Registered Professional Responsible for Construction Control Name(Registrant) Telephone No. c-mail address Registration Number Street Address - City/Town State Zip Discipline Expiration Date 10.2 General Contractor N;fw C.ry Z Z C Cot "my Name ev/- CS 3'� 02 Name of Person Responsible for Construction ,� )J License No. and Type if Applicable �y r/o SOUTh'Z"'We-Z IeD IV4 e5/'If Street Address City/Town State Zip to/?_ 9GZ - /�!/! �/% _ /_ .34I'� � � � own Tale phone No. business Telephone No. cell a-mad address SECTION 11:tc, IRf.l K", t.L AW1 'I"A ro 1\ LVA INAM'I-.\rI 11,,1c'I I M.G.L.c.152.§ 25C 6 A Workers'Compensation Insurance Affidavit from the NIA Deportment of Industrial Accidents must be completed and Submilted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Is a si ned Affidavit submitted with this a lication? Yes❑ No ❑ SECTION 12•CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs: (Labor fs GU�o�� and Materials) Total Construction Cost(from Item 6) 5_ I. Building S /5, OG17 Building Permit Fee-Total Construction Costs_(Insert here 2. Electrical $ appropriate municipal factor)-S .1. Plumbing $ 4. :Mechanical (EIVAC) S Note: Minitnton fee-S__(contact numicipahty) S, Mechanical (Other) 5 �u Enclose rlu•ck payable it) t,. Ildal Cost S /-� 000 (contact nuunicip,tl ih')and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering no- name below, I hereby attest under the pains and penalties of perjury that all of the information omlained in this a l,plir,nliun is Imc and amnnttc to the b sl 1 nopcledge and understanding. PICase print .I sign nan I nlc Telephone No. Dale titrerl .\eldress City/ Pawn Slate ip Municipal Inspector to fill out this section upon application approval: Name 11a1c i City of Salem Sign Permit Application Worksheet prA 1R."6twiras • 3-Aug-16 2015 AUG -8 A I I Paradise Dental Associates 142 Canal Street Zoning(res/non-res) I J[ Entrance Corridor(Y/N) Y Lot frontage 452 feet Building or tenant frontage 75 feet Do #of businesses on site ` vI Bldng dist from street center 171 feet o Multiplier 1.25 v u ri';.AtlBfa2��fln�a vmaximum area permitted 93.75 sq ft i total proposed sign area 60.73 sq k Iv I sign length 265.00 inches height 33.00 inches sign 2 length 0.00 inches height 0.00 inches sign 3 length 0.00 inches height 0.00 inches sign 4 length 0.00 inches height 0.00 inches sign 5 length 0.00 inches hei ht 0.00 inches maximum area permitted 62.50 sq ft(per side) maximum#of signs permitted 1 signs maximum height permitted 15.00 ft tall TOTAL PYLON SIGN sign 1 proposed sign area 19.11 sq ft . length 82.75 inches height 33.25 inches proposed sign height 12.00 ft(approx) sign 2 proposed sign area 0.00 sq ft length 0.00 inches height 0.00 inches proposed sign height ft Application meets guidelines set forth in the Salem Sign Ordinance Yes Recommend approval Yes The pylon sign will be a reface of an existing piece of signage. Signage on building will be cast lit(exterior). Permit Number APPLICATION FOR PERMIT TO ERECT A SIGN k, 4 NOTE: BUILDING PERMIT MUST BE OBTAINED BEFORE SIGN IS ERECTED Location, Ownership and Detail Must Be Correct,Complete, and Legible { Salem, Massachusetts ?-3— Date To the Building Inspector: The undersigned hereby applies for a permit to XErect, XAlter, o Repair a sign on the following described buildings: Street Address Zoning District 142 Canal Street, Salem, MA 01970 I ❑'Urban Renewal Area ❑ Entrance Corridor ❑Historic District None Snakebite Realty, LLC- PHI Realty, LLC Use of Telephone 978-375-5574 1 floor Dental Practice Snakebite Realty, LLC-PHI Realty, LLC 2" floor Address P.O. Box. 1074 Winchester, MA 01890 3ro floor Telephone 978-375-5574 4 floor E-mail cbdoyle@gmail.com How many businesses are in the building? 1 If a corporate body, name Frontage of responsible officer The Sign Center Building 463 linear feet Construction Sup'sLicense NO NIA Applicant's Space(if multi-tenant) linear feet Address 40 Orchard Street Haverhill,MA 01830 Property linear feet Telephone 978-372-3721 Mail Sign Permit to E-mail Jenni.Crowell@thesigncenter.com ❑ Sign Owner (XSign Erector ❑Other: Sign 1 Sign 2 Sign 3 X Surface o Surface ❑Surface ❑Right Angle to Building ❑ Right Angle to Building o Right Angle to Building ❑ Free Standing c Free Standing o Free Standing g Awning ❑Awning ❑Awning ❑ Portable(A-Frame) ❑ Portable(A-Frame) ❑ Portable(A-Frame) o Other(specify) ❑ Other(specify) ❑Other(specify) Sign Materials 2" HDU Sign Foam Sign Materials Sign Materials Sign Dimensions Sign Dimensions Sign Dimensions 33"h x 265'W(Overall Dim. Sign Area Sign Area Sign Area 70.8 s ft s ft s ft Sign Height(if free standing) Nf A Sign Height(if free standing) Sign Height(if free standing) Estimated Cast of Net Work $ 7630.94 Existing Signs Signatures Type Sign Area To Be Removed? Sign Owner ❑Surface 19.11 sq ft ❑yes X no Please see attached letter of Auth. ❑ Right Angle to Building sq It o yes ❑no gt Free Standing sq ft u yes ❑ no Si Ow i s Au oriz Representative ❑Awning sq ft ❑yes ❑ no Jenniffer Crowell (Agent) X Other(specify)Reface Existing Py or sq ft o yes o no Tenats panel only party ner lease see attached letter of Auth. Internal Review Planning&Community Mvelopment Department Historical Commission Approval Building Inspector 08/24/10 rev Commonwealth of Massachusetts i City of Salem 120 Washington St,3rd Floor Salem,MA 01970(978)745.9595 x5841 - Retum card to Building Division for Certificate of Occupancy Permit $0. B-16-87s PERMIT TO B FEE PAID: $0.00 DATE ISSUED: 17/2016 This certifies that THE SIGN CENTER has permission to erect, alter, or demolish a building_ 142,-b1d92.CANAL STREET Map/Lot: 330006-0 j as follows: Signs SIGN PERMIT�AS APPROVED FOR: PARADISE DENTAL ASSOCIATES i Contractor Name: DBA Contractor License No: r � k r 8/17/2016 Building Official Date This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within s months after issuance.The Building Oficial may grant one or more extensions not to exceed six months each upon written request. - - All work authorized by this permit shall conform to the approved:application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This perk shall be displayed in a location clearly visible from access stry.eet or road and shall be maintained open for public inspection for the entire duration of the 1, work until the completion of the same. ff The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this perk. "Persons contracting with unregistered contractors do not have access to Mwrguaranty fund" as set forth In MGL c.142A HIC#: e � ( > r• - �,, Restrictions: Building plans are to be available on site. All Permit Cards are the property of the PROPERTY OWNER. Ir s pL.A"SVWV.GEf N0 APPROVED BY T44E mgPICIDS PWOR TD A.PEBWT BEING GRANTED CITY OF_SALEM No. is Prop"L.00mw in Location of i I ar HIMod¢obbW Yas No bd1d1aa 1`f ZCaA-A(- sic is ft"ny Loomm In Ilia Co ewyean Ma? Ym_No BUILDING PERMIT APPLICATION FOR: Permit to: (Circle whichever app Roof, Reroof, Install Siding, Construct Deck, Shed, Pool, dReplace, Other:,-- Luryi PLEASE FILL OUT LEGIBLY i COMPLETELY TO AVOID DELAYS IN PROCESSING TO THE INSPECTOR OF BUILDINGS. The undersigned hereby applies for rmit to build according to the following �� : Owner's Name Address & Phone ( r I Architect's Name Address & Phone In —)— Mechanics Name Address & Phone wtw is va papa.of WWN? mawom of k"Q? 0 a dw WQ,for taw nmY Wai"? e WN Wamw to law? Ate? Ewnwtad awa Gly um"s N A • 9103 aoaa Lmrowrnt Lie. f 149537 X Signature o Applicant SIGNED UNDER PENALTY OF77uwklll� DESCRIPTION OF WORK TO BE DONE Q`S V r�e l MAIL PERMIT TO: No. APPLICATION FOR PERMR TO A i LOCATION iya (g44 s � (— PERMIT GRANTED 2.0 ROV�� INSPECTOR OF BUILDINGS �1 r r i The Commonwealth of Massachusetts Department of Public Safety Massachusetts State Building Code(780 CMR) 11f w+Fti Building Permit Application for any Building other than aOne-or Two-Family Dwelling Ild, (This Section For Official Use Only) Building permit Number: Date Applied: Building Official: SECTION 1:LOCATION(PI ase indicate Block N and Lot N for locations for which a street address is not available) 1 Ce Q/h No.and Street City/Town Zip Code Name of Building(if applicable) SECTION 2:PROPOSED WORK Edilion of NIA State Code used If New Construction check here❑.or check all that apply in the two rows below Existing Buildingril, Repair I Alteration ❑ Addition❑ Demolition ❑ (Please fill out and submit Appendix 1) Change of Use ❑ Change of Occupancy ❑ Other ❑ Specify: Are building plans and/or construction documents being supplied is part of this permit application? Yes ❑ No ❑ Is an Independent Structural Engineering Peer Review required? Yes ❑ Noo Brief Description of Proposed Work: wt 1 SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed (See 780 CNIR 34) ❑ Existing Use Group(s): Proposed UseGroup(s): SECTION 4: BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq. ft.) r Total Area(sq.ft.)anal Total Height(ft.) O dw SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1 ❑ A-2❑ Nightclub ❑ A-3 ❑ A--1 ❑ A-5❑ B: Business ❑ E: Educational ❑ F: Factu.y F-1 ❑ F2 I H: Hi h Hazard H-I ❑ H-2❑ H-3 ❑. H--I❑ H-5❑ I: Institutional I-1 0- 1-2❑ I-3❑ 14❑ 111: Mercantile❑ R: Residential R-10 R-2❑ R-3❑ R4❑ S: Storage Sl ❑ S2❑ U: Utility ❑ Special Use❑and please describe below: Special Use SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA ❑ IB ❑ IIA ❑ FIB ❑ IIIA)W IIIB ❑ 1 IV ❑ 1 VA ❑ VB ❑ SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item) Water Supply: Flood Zone Information: Sewage Disposal: "Trench Permit: Debris Removal: Public Check if outside Flood Zone❑ Indicate tnunicipalr6L A trench will not be Licensed Disposal Site❑ inquired ❑or trench or specify: Private❑ or induntify Zone: or un site system ❑ permit is enclosed O Railroad right-of-way: Hazards to Air Navigation: Not Applicable CC- Is Struclu re within airport a/�pproach area? Is their review Completed? or COnscn B t to u n Y' Build e closed❑ Yes❑ or No -- Neson, No ❑ SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Fdition of Code: Use Groop(s): 'I:vpeot Co1111 ruction:_ Occupant Load per Floor: Does the building con lain an Sprinkler System?:__ Special Stipulations: ke Ile, NOW W O�gB� SECTION 9: PROPERTY OWNER AU'1'HORIZAi'ION Name and % ldress a 1,rop y Utv r Name(Print) No.and Street ity/Town Zip Property Owner Contact Information: t Title Telephone No. (business) Telephone No. (cell) e-mail address Ifliaili e the property t per eby authorizes Name I Street Address City/Town Stale Zip to act on the 2ropeqy owner's behalf, in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2) If building is less than 35,000 cu,ft.of enclosed space and/or not under Construction Control then check here O and skip Section 10.1 10.1 Registered Professional lRResponsible for Construction Control 6gp,."AI ' `^ ' - - Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor /}x/1 on umpany Name T ;:� 60 Name of Pcr�nn ReSp nsible for onstruction �t jt4 n-e r®r No. and Type if Applicable lrect A City/Town [Ai 0/8 7 S ddress //� State Zip � -3a � — h Cv+,.� �en �l�w• Telephone No. business Telephone No. cell e-mail address SECTION 11:woRtii-:I:.S'( 01%lPI:.NSA t1UN 1V;URAN(T AYFO:b\Vfr M.G.L.c.152.§25C 6 A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Is a signed Affidavit submitted with this application? Yes❑ No O SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)_$ _ 1. Building $ Building Permit Fee=Total Construction Cost x (Insert here 2. Electrical $ appropriate municipal factor)_ 3. Plumbing $ -� -4. \lechanical (HVAC) $ Note: Minimum fee=$ � (aim"mu,",pality) S. Mechanical Other $ Enclose check payable ht 6.Total Cost $ (contact municipality)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below, rebv attest under the pains and penalties of perjury that all of the information contained in this application is tic vt +I t at odlebesitofj r nuHledge and understanding. wz1 �i.e,r. "? p�I'5Kr2 -all Please Ir'p1r.1 sigt amt f�.. — /fit 1'itl � - ,s filcpho1'e l' Date Street :� Ir" /� '(,/J City/Town '-SSttaatttee Zip r 7 Municipal Inspector to fill out this section upon application approval: i' Name Date Y M 16 PARKING SUMMARY - EXISTING - PROPOSED § USE ZONING MEG. A REob SY Zwmc COMMENTS y( FMILY OOLLM(9,160 SF) I SPACE/150 SF(EICL STORI 52 ],]36 SF.I.O56 STIVAll H LI'L CAESAR(I,800 SF) APACE EMROYEES 6 NO SEATO-l EMPLOYEES PWS 2 DELIVERY CARS U i RR l SEATS O HERTZ CAR RENTAL 1,500 SF) I SPACE/I50 SF 10 N BEOUMER CO(1,500 SF) I SPACE/1,000 OF 3 N SPACE/2 EMPLOYEES e SPACE/CO.CARO t ALTO GLASS CO.(900 SF) SPACE/1000 OF B SPACE 2 CMF.OYECS J $ I SPACE/OR CAR J AUTO OEYAILER(500 SF) SPACE/1000 IF 2 S 1C Q 1 - \ SPACE/2 EMPLOYEES 1 C SPACE/CO.CAR SPACE(IBA00 SF) 0 5%11 SPACE/I50 OF 60 50%B SFace/IOOOSF 9 c AR REXTAI 1,150 5f SPICE/I50 SF B VA[ANL TR£BL00-SPACE I SPACF/ISO SF B ALIACES EOUIREO166 OTAL ON SITE I]2 ` PAP Y _ A- --- A. .^s I Lu to d1 ti FL tt ® � p S- � " � , ;► ',; The Commonwealth of Massachusetts I.�\'. �y �� Department of Public Safety — , � ��,,,✓ \lanc,�chu.etl.tit.ilr Bwlding C:rdr 1:80 C�1N1�e�"rnlh Editiun ` �n City of Salem � Buildin Permit A lication for an Buildin other than a t-or 2 mil e �n (iht.tirctkm Fur ufficial Use lJniv) UuJding Prrmil:Vumbrc Dotr App�ird: Bwlding Insprctor. SECTION 1:LOCATION IPleaee indicate Block M and Lot M for locatioro for which a strcet addrcss ie not available) 2 BNA(� L4�-c 1� \o..�nd titrrel Cih� /Tuwn Zip Qwie Name u(Building lif appliaibir) SECTION 2:PROPOSED WORK li Nrw Cunstructiun theck here O or chrek all that apply in the twu rows below Esixling Building Rrpair❑ Altrratiun ❑ Additiun❑ �mulitiun O (Plra�r fill out and submit Apprndiz I) Chanqr of Usr ❑ Changr ut Occupanry O Uthrr O Speci(y: . Are buiiding plaa+and/ur construction documrnts bring suppiied as part of thi�permit application? Yes ❑ No Is an Independenl StrucWral Enginrrring Peer Rrview rcyuired? Yes ❑ No � Brie!Dr�cripliun uf Propined Wurk: 1 e.•R..,i� �,t .�p w-, �+1� Cp,.�SAiz r '. p �a+A�i� �Z- , � �....-r k-t��L�� k _.. i SECTlON 3:COMPCETE THIS SFCTION ff IXiS77NG HUILDINC UNDERGO/NG RENOVATION,ADDIT[ON,OR j. CHANGE(N USE OR OCCUPANCY � Check here if an Existing Building Evaluation is enclosed(See 780 CMR 3402.0) O � Existing Use Group(s): US ni C5f Proposed Use Group(sJ: i � Existing Flazard Index 780 CMR 34: Proposed Hazatd Index 780 CMR 34: � � SECTION 4:BUILDING HEIGHT AND AREA Existing Pmposed No.of Fluurs/Stories(include basemrnt levels)k Area Per Floor(sq.ft.) I $ �, Total Area(�.ft.)and Tutal Height(ft.) SECTION 5:USE GROUP ICheck as a Iicablel - A: Aaeembly A-1 ❑ A-2r O A-2nc❑ A3 O A-0❑ A-5❑ B: Bueinese E: Educa6onal ❑ F: Facto Fl ❑ F2 O H: Hi Hazatd H-1 O H-2 O H3 ❑ H-0 O H-5 O I: Inatitufional I-1 ❑ I-2 O 1-3� I-i❑ M: Mercantile❑ R: Residenlial R-1❑ R-2 O R-3 O R-�i❑ , S: Storage SI O S2 ❑ U: Utility❑ Special Use O and plrase dr.uribr beluw: Sprcial U,e: SECTION 6:CONSTRUC'f10N IYPE(Check aa a licablel IA ❑ IB ❑ IIA ❑ ❑8 � IIfA ❑ IIIB O IV O VA O VB O 5ECTION 7:SITE INFOBMATION trefer to 7811 CMR 171A(or details on each iteml . I Water Supply: Flood Zone Information: Sewage Disposil: Trcnch Pertnit: Debrie Removal: Pub6i� C heik duut.�de Flu��d Lune❑ Indicalr mumapa�❑ :1 trrnch avdl nut l+e Licen.rd Di.F+��..il tiilr❑ I «ywred O�rc trench ��r.perdc: � INricate❑ nr uidrnlil��Zune:_ ur nn vte.��.trm❑ F,erm�t�.enclu.etl O iItailroad right-uf-way: Hazards ro Air Vavigation: �L� I��.a.n. <-,.nnnn.u��It,�„�,� Pn•„�..: ' \��1 .\F•�•hial�le❑ I.}Iruiiurc o rthm air��rt,�E�pn�aah.vr.i' I.lhi�ir n•�ic�c inmFdclyd.' �� r l�rn.vitf l��Btnld rn[��.cd ❑ }r.� ur\�i� ��'r.❑ \�� i SECTION 8:CONTENT OF CERTIFICA I'E OF OCCCPA�uCY `- �. I.ddo�n�� l'��d.• _..__l.c l�rnu�.i.c _� ��f�r�n�',�n.iru:uun: �kcup.int I��.�d F�.�r hlu��r , � Ih��. th�•buildin�;:ani.iin.�ntiF.nnUcr>�.tcin': �Fa•aal>ufulal�un�� _ �,e�l �s �� 3 a 2 ��o�o �� ,��- /�fl� � I SECTION 9: PROPERTY OWNER AUTHORIZATIO(Y VdR1C dllil i�i��fi�9O� ��fuF,ert�-O�vnrr Vamr(PnnU Nu..�ndtitmrt lih�/ia��n Lip I'ru�,irlc lhvnrr Cuntact Inlurm.rtiun: Cik�-R c� P�epd� _ _ �.�_3�2 - y 6U� Tide Trlrphunr�lu.Ibusinr�s) 7rirpha�nr Na. Icrli) r-maJ.id.lress ��•�Pk'�'�•�hlr,thr pruprrt�•uwner hrrcby authurar. iy2 /�[4NA-t, �'�t�l,e� Ml�' _ Vamr titrerl Addre.s Cih•/Tuwn Statr Zip tu,ul un thr ,ro�•rh��nvnrr'.brhalf, in e0 matters rrlaticr��i�eurk authuntr.l bv thi>buildin +rrmrt a ,�licati.m. SECiION l0:CONSTRUCTION CONTROL IPlease fill out Appendix 21 UI FuiWin�is less Ilun,liA1W.u.fL o(andinwd s e.r and/or n.n u�uter Gm.truation Cun�rol then check hrrc O and ski SXvlimi 10.1) l0.1 Re istered Pcofesslonal Rrs oneibie forConet(uction Contloi ��i' I Namr(Rrgistranq Telrphunr Nu. r-mail address Registration Namber � Strrrt Addrrss City/Town titate Zip Dixipline Expimtiun Dutr ]0.2 Cenenl Contraclor I Ml�+�ie�z� ��'sT��—C'�o.� �Co ny Na r: � ��-�C- � ,rVllot-t��r�L� C S .SS g 6`� Nam gu(J'er.vun Re.Exm q��' Ir�hx Cunslructiun Licrnse No. and Type i(Applicable I� 1I `I�XZ'N- 1—D �t-�01�uv�.� LVI� A1 �UI -S-t�ry d�re�ss,� �p�, '_''� �-e,�� ((�� City/Town State Zip -{-A.�-� °� �-� �v-`� ��IG �1�NtIL` U�!'13YJN�N�' Telr hone No.(business) Tele hone No.(cell) � e-mail address SECTION 11:WORKE 'C bII'EN ATION QVSURANCE AFFlDAVIT(M.C.L.a 15L Z5C(6)) A Workers'Compensation Insurance A(fidavit from the MA Department of Industrial Accidents must be completed and .. submitted with this applicatioa Failure to pmvide this affidavit wili result in the denial of the issuance of the building permit. � Is a si ned Affidavit submitted with this a liwtion7 Yee❑ No O ' SECTION 12:CONSTRUC170N COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materiais) Total Construction Cost(from(tem 6)=S �Z!�,Q� I. Building $ � � Building Permit Fee=Total Construttion Cost x_Qnsert here 2.E�ectrical S (J�Y/ — aPPcopriate municipal facror)=S 3. P�umbing S $� p[X� ' 4. Mechanical (HVAC) S ZS"LTJ � ��Minimum fee=S (contact municipality) 5. Mechanical (Other) $ � Endu.se check payable to b.T��WI Cost S Z,Z �� ^ (contact munici alit )and wrifr check number here SECTION 1 . IG TVRE OF BU[LDING PERMIT APPLICANT ' Bv rntennti my name below,I hereby.i te't u ier he pams an prnalties uf prrjury that aIi uf the infurmatiun amtaincd in lhis aF�plicatwn i.trur��nd accuratr hi the 6 . t uf i��I owledtie d imdrr<t.indin�;. �-�� Itle d 1 � Dnc�inP�,-f— ��.�$��'O.� z� z��a 19e.�.i �nnl and.� •n namr iidr 1'rlephunr Xii. Uate � _�� i/xi Tu� �n �N D f5uxi.+ � t� IP�01 I �trve! .\d.lrc.. C rtc;'Tu�cn .� itr Gp �� >luni:ipal lnspec�ur to fili out this section upon appli.alion�pprovaL• �_ � � V \ mr I), te � i CITY OF S��LE:�,f, ��1�1SS.�ICHLTSETTS • BtiII.DL�iG DEP�R11�.�iT 'f 130 W�SHINGTON STREET,3tD FLOOR �� a' "I�L (97�745-9595 FAx(978) 740-9846 KI\(gERI.EY DRISCOLL i�tAYOR 'I�onL►s Sr.P�nxs DIRECI'OR OF Pi:BLIC PROPERTY/BI;IIDCVG CO\L\IISSiO�iER Workers' Compensation Insurance Affidsvit: BuilderslContractors/Electricians/Plumbera Anplicant Information Please Print Leoiblv � .� vame ie�s��;o��c:aeoNi�a��a�i�: �IG t-I'l�N 21 C.ot-C�R`-U I �S� naa�ss: II S�kT,+ �o City/S4te/Zip:�ORU YLI� , �lR/� Phone f�:_�a ( 1��j��"0�� Are you an employer?Check the appropri�x: I.0 I am a employer with 4. 1 am a gencrrl contrector and 1 TYP�af Project(requtred): employees(fu11 aad/or part-time).• have hircJ the sub-contractors 6. ❑New conxtcucaon 2.0 1 am a sole proprictor or partner- listed on the attached sheeL� �• ❑Remodeling ship and have no employees These sub-contractors have S. ❑Demoli[ion working for me ia any capacity, workers'comp.insurance, g, �Buitding additioa (No warkers comp.insurance 5. ❑ We are a comoradon and its ��0 ��nical repairs or addieions r��quired.] o�cers have erzercised their 3.❑ 1 um a homeowoer doing all work righc of exemption per MGL 1 I.�Plumbing repairs or additions myself.[No workers'comp. c. 152,§1(4),and we have no 1 Z,Q Roof�epeirs insurance required.]1 �mployecs.[RTo workers' comp. inwrance requ'ved.] �3.0 Other •Any applirnat Ihet checka box 91 must alxu fill uul Ihe ucti�below sAowing their amkas'mmpenauion policy infurmalion. *14w�x•uwnaa who su6mit Ihis affidavit indipting Ihey ue doing nIl worlc and thm hi'e wlside rnntmctws must�ubmit a new a�Javit indiafinQ weh, =C.mvoaun�Ml ch�zk tAis hox muut anachod an mldi�iaal uheM shawing tM mm�c of Ilrc suA�tonvactws amf their woApne'comp.ypliry infanwtioo. I am an anpinyer that lr providing�vorkert'rompensadon tnsurance jor my earployees. Below!a ths po[lcy and Jab alie injormmian. f�, r / p�. Insurance Company Vame:�(� P�4OO�rT� � vl'9 U A I� 7 Policy!F or Self-ins.Lic.H:_ G�'�'�$U�I I� 0 Expirrtion Dute: �D� 2-� l � , JobSiteAdJress: ��Z (�A }.IQ�,� 7� CirylState/Zip: �'1%� ,�ttac6 a copy of the workers'compensatFon poliry declarat�n page(showing t6e pollcy number and e:ptrrtlon date} Failure to xcure covewge as required under Section 25A of MGL c. 132 can lead to the imposition of criminal penaldes of a fine up to 51,300.00 nnd/or one-year imprisonmen�as wall s�v civil pemlties in thr form of a STOP WORK ORDER und e fine of up ro S?50.00 a Jay �ainst th violaroc (3e a i�ed�hata copy uf this statement may be:fonv:�rded ro the OFlice oF Invcsligatiunc uf t n IA r ins rance covcre vcrification. /do hereby cerNj �de hr In a d aUles ojperjury fhu!the iujormaflan provrdrJ ubove is�rue und co�rtcC i m t �re' Datc: � Z$� l V Phon�x: � � 9=�5'�3 8a� � O�cial use only: Do not wrife rn rki.s rue0.�be cuurpleled by city or town o�ciaL City or Tuwn: Permitll.icenye# Issuing Aulhority(circle unc): t. lloard uf lleal�h 2.Building Dep•rrtment J.Cilyffown Clerk 4.Electricnl Inspector 5. Plumbing Inspector 6.Olher Cuntact Person• __ __ Phone#: � __.__� . .. _ Site Plan Review& Drive-Through Facilides Special Permit Decision December 1, 2009 142 Canal Street Nominee Trust 5 Cranberry Lane Lynnfield, Massachusetts 01940 RE: 142 Canal Street— Site Plan Review& Drive-Through Facilities Special Permit On Thursday,July 16, 2009, the Planning Board of the Ciry of Salem opened a Public Hearing under Sections 9.5 and 67 of the Ciry of Salem Zoning Ordinance,Site Plan Review and Drive-Through Facilities, at the request of Snakebite Realty,LLC, for the property located at 142 Canal Street. Previously, the Planning Board had granted a Site Plan Review Special Permit and a Drive-Though FacilitySpecial Permit for a new Family Dollar store and drive-through bank space. These permiu were granted in a decision date-stamped October 20,2008. The amended plans show a drive-through for a fast food use previously pemutted as the drive-through bank. The former bank building, an 1800 square food space, will be converted into a fast food restaurant with maximum of 40 seats and 4 employees. The Public Hearing was continued to September 17; 2009, October 15, 2009, and November 5, 2009. The I public hearing was closed on November 5,2009. At a regularlyscheduled meeting of the Planning Board held on November 19, 2009,the Planning Board voted by a vote of six (6) in favor (Ready,Kavanaugh, I , Collins, Puleo, Hanscom and Sullivan) and none (0) opposed to approve the Site Plan Review and Drive- Through Facility- Fast Food Special Pemuts,subject to the following conditions: 1. Conformance with the Plan Work shall conform to the plans titled, "Proposed Drive-Thru,142 Canal Street,Salem, Massachusetts 01970" Sheet PR.1, prepared by DiLullo Associates, Inc., 16 Crystal St.,Melrose,MA 02176, dated July 29, 2009. The plans titled, "Site Plan for Proposed Retail at 142 Canal Street, Salem,Mass 01970" Sheets 1 - 7, prepared byMarchionda &Associates, 62 Monrvale Ave,Suite 1,Stoneham,Mass 02180, dated October 1, 2008, and the elevation plans, landscaping plans, and lighting plans tided "Proposed Floor Plan/Proposed Elevations", "Landscaping/Planting Plans", and "Lighting Plans for Proposed Retail at 142 Canals Street, Salem,Mass 01970" sheet A.1,sheet I.S.1, and sheet A.I prepared by DiLullo Associates, Inc., 16 Cr}�stal Street,Melrose,Mass 02176,dated June 23, 2008, October 3, 2008, and October 9, 2008 respec�ively,still remain in effecc, except where superseded by che new plans (dated July 29, 2009). 2. TransferofOwnership Wi�hin five (5) days of transfer of owne�hip of the site,the Owner shall notifythe Board in wriCing of the new owner's name and address. The terms,conditions, restrictions and/or ' requiremenu of this decision shall be binding on the Owner and iu successors and/or assigns. 3. Amendments Any amendments to the approved site plan,elevation plan, and landscape plan shall be brought to[he Planning Board for review and approval. Any waiver of conditions contained within shall require the approval of the Planning Board. 4. Constcuction Practices All construction shall be camed out in accordance with the following condidons: a. The operation of tools or equipment used in construction or demolition work shall occur in accordance with Salem Ordinance Section 22-2 �)• Construction and Blasting and between the hours of 8:00 AM and 5:00 PM on weekdays and Saturdays. No work shall take place on Sundays or holidays. The Plaruiing Board wil] agree to changes in the starting time, at the request of the applicant and if approved by a formal vote of the City Council, as per the ordinance. b. Any blasting, rock crushing,jack hammering, hydraulic blasting, or pile dnving shall occur in accordance with Salem Ordinance Section 22-2 (5): Constnxction and Blasting and be limited to Monday-Friday between the hou� of 8:00 AM and 5:00 PM. There shall be no blasting, rock crushing,jack hammering, hydraulic blasting, or pile driving on Saturdays, Sundays,or holidays. c. Blasting shall be undertaken in accordance with all local and state regulations. d. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided by the applicant to all abuttets in writing at least 72 hours prior to commencement of cons[ruction of the projec�. e. All construction vehicles and equipment shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they exit the site. £ All construction shall be performed in accordance with the Rules and Regulations of the Planning Board,and in accordance with any and all rules, regulations and ordinances of the City of Salem. g. All construction vehicles and equipment left ovemight at the sice must be located completely on the site. h. All staging of materials and equipment shall be on-site. i. No Street shall be closed without prior approval of the Department of Planning and Communiry Development, unless deemed an emergency by the Salem Police Department. j. A Construction Management Plan and Construction Schedule shall be submitted by the Applicant priar to the issuance of a building permit. Included in this plan, but noc limited to, shall be information regarding how the construction equipment will be stored, a descnption of the construction staging area and its location in relation to the site, and where �he construccion employees will park their vehicles. The plan and schedule shall be submitted and approved by the Ciry Planner prior to the issuance of a Building Pemut. All storage of materials and equipment will be on site. k. All sidewalks, roadways, utilities, landscaping, etc. damaged during construction shall be replaced or repaired to their pre-construction condi[ion, or better. 2 5. Clerk of the Works A Clerk of the Works shall be provided by the Gty,at the expense of the Applicant, iu successocs or assigns, as is deemed necessarybythe CityPlanner. 6. Fire Department All work shall comply with the requiremenu of the Salem Fire Depanment prior to the issuance of any building permits. 7. Building Inspector All work shall comply with the requirements of the Salem Building Inspector. 8. Board of Health The applicant shall comply with all rules and regulations of the Board of Health and shall comply with all conditions of the Board of Health decision. 9. Utilities a. Utiliry installation shall be reviewed and approved by the Ciry Engineer prior to the issuance of a Building Permit. All on site electrical utilities shall be located underground. b. Applicant shall confirm with the City Engineer that there are e�cisting isolation valves on the Canal Street water main on either side of their proposed fire service connection,which are operational and in close enough proximiry to allow isoladon of Canal Street. Written confinnation from the Ciry Engineer must be received by the Depar[ment of Plam�uig and Communiry Development prior to the issuance of a Building Pernut. 10. Department of Public Services The Applicant shall comply with all requirements of the Department of Public Services ]1. Sigaage a. Proposed signage shall be reviewed and approved bythe CityPlanner. b. Parking signs shall be installed in front of each of the parking spaces located behind the proposed fast food restaurant which are blocked in by the drive-through queue stating that the parking spaces are only for employees,prior to issuance of a Certificate of Occupancy for the fast-food restaurant. c. If traffic flow is found to be problematic, the applicant shall install signage as per the Ciry Planner, in consulta[ion with the appGcant's traffic engineer. 12. Lighting a. No light shall cast a glare onto adjacent parcels or adjacent rights of way. b. A final lighting plan shall be submitted to the Ciry Planner for review and approval prior to the issuance of a Building Pemut. c. After installation,lighting shall be reviewed and approved by the City Planner,pnor to the issuance of a Cenificate of Occupancy. 13. HVAC -3- If an HVAC unit is located on the roof or site, it shall be visually screened prior to the issuance of a Certificate of Occupancy. The method for screening the unit shall be submitted to the City Planner for review and approval pnor to installation. 14. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Trees shall be a minimum diameter of 3 '/z" dbh (diameter breast height). c. Main�enance of all landscaping shall be the responsibility of[he Applicant, his successors or assigns. d. Any street trees removed as a result of construction shall be replaced. The locadon of any replacement trees shall be approved by the City Planner prior to replanting. e. Final completed landscaping, done in accordance with the approved set of plans, shall be subject to approval by the Gty Planner prior, for consistency with such plans,to the issuance of a Certificate of Occupancy. f. As early in the Spnng of 2010 as conditions permit, applicant is to replace anyvegetation from the original site plan that has not survived. 15. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the Applicant, his successors or assigns. b. Winter snow in excess of permitted snow storage areas on site shall be removed off site. c. Maintenance of all landscaping shall be the responsibility of the Applicant. The Applicant, his successors or assigns, shall guarantee all trees and shrubs for a two (2) year period,from issuance of the Cenificate of Occupancy and completion of planting. d. Maintenance of all stormwater structures and bioretention areas shall be the responsibiliry of che Applicant, his successors or assigns. e. The applicant, his successors or assigns, agrees to perpetually remove the snow on the sidewalks along their portion of frontage on Canal Street E At no time may snow block the by-pass lane around the rear of the building. 16. As-Built Plans As-built Plans,stamped bya Registered Professional Engineer,shall be submitted to the Department of Planning and Community Development and Department of Public Services prior to the issuance of a Certificate of Occupancy for the fast food restaurant. The As-Built plans shall be submitted to the Ciry Engineer in electronic file format suitable for the Gq�s use and approved by the Ciry Engineer, prior to the issuance of Cenificates of Occupancy. A completed tie card, a blank copy(available at the Engineering Depanment) and a certification signed and stamped by the design engineer, stating that the work was completed in substantial compliance -4- cvith the design drawing must be submitted to the City Engineer pnor to the issuance of Certificates of Occupancy, as well as, anysubsequent reqwrements byche CityEngineer. 17. Violadons . Violations of anycondition contained herein shall result in revocation of this permit bythe Planning Board, unless the violation of such condiLion is waived by a majority vote of the Plannmg Board. 18. Special Conditions a. The fence locaced behind the proposed building dumpster area shall tie direcdy into the northwest comer of che ewsting building and tie directly into the southeastem corner of the former Glifomia , Olive Oil building at 134 Canal Street, as noted and shown on sheet 4/7 of the Approved Site I Plaris. The applicant is pemvtted to install an aceess gate as part of the fence. b. Prior to issuance of a certificate of occupancy for the proposed fasafood restaurant,the Applicant shall record at the Southem Essex District Registry of Deeds at least sheet 4 of 7 titled "Site Layouc Plan" from the plans previously subrcutted for the Family Dollar development and titled, "Site Plan for Proposed Retail at 142 Canal Street,Salem,Mass 01970," prepared byMarchionda & Associates, 62 Monrvale Ave,Suite 1,Stoneham,Mass 02180,dated October 1, 2008. c. Prior to issuance of a certificate of occupancy for the building on the property located at 134 Canal Street,the parking area in the rear of that building must be resurfaced/paved,and the applicant, his successors or assigns is required to stripe the eighry(80� required parking spaces,as shown on sheet 4/7 of the stte plans previously approved for 142 Canal Street titled"Proposed Retail for 142 Canal Street, Salem,MA 01970," prepared:by Marchionda &Associates, L.P., and dated June 23, 2008. I G�ereby a�tify tl�zt a copy �ths daision ar�l plans lxrs (�n fr!«l -reith the Ciry CYerk and apres are on file zeit�i tlae Plamu�Baznl The Dxisian shall rrot take eff�t z�mil a mpy�thu dEnsion l�ari�the�carion�tlae City Clen� that tz¢emy(2�J cla�s hau elapsal arel rro app�rl has �n frlecl ar that if sud�appeal lxu l�re f� arul i1/xu Et�rc du�russal ar c(enie� is rc�ox�l in the Scutberra Esser Dutrid R�isnY q�D�ds and is indexal arnder the narre g�tl�e aur�r�f rEcard u mmzla�on tbe our,�r's Czrtifuate g�Title 71ae our�r ar appluarry his suaessors or assigns, shaU pay the ftr frn'rc�nrclzn%rn" �� ---------__... Charte M. Praleo ° Claair -5- V 1997 Edition -Electronic Format AIA Document A107-1997 Abbreviated Standard Form of Agreement Between Owner and Contractor for Construction Projects of Limited Scope [T�here the basis ofpaymetit ts a STIPU.I.ATED SUM This Document includes abbreviated Gerreral CorMitions and should not be AGREEMENT made as ofthe 16ND DAY OF FEBRUARY TF4E YEAR 2070 used with othergeneral corMitlons. (In wordr,indicate day,month and year) THIS DOCUMENT HAS IMPORTANT LEGAL CONSE BETWEEN TNE OWNERC CONSULTATION w�rt� AN ATTORNEY IS ENCOUR4GED WITH BEP PIZZA CORPORATION RESPECT TO ITS COMPLETION OR MODIFICATION. AUTHENTICATION 65 JUNIPERWOOD DRIVE oF rH�s ELECTRONICALLY DR9FTED AIA DOCUMENT MAY 6E MADE BY USING AIA DOCUMEN7 NAVERNILL, MA 01832 oao�. and the Contractor: This dxument has 6een epproved and MICHIENZI CONSTRUCTION 8 DEVELOPMENT� INC endorsed by The Associated Gerreral Conhactors ofAmenca. 11 SIXTH ROAD WOBURN, MA 01801 'I'he Project is: (Name and locarionJ LITTLE CAE8ARS P177e 142 CANAL STREET SALEM� MA � T'he Architect is: (Name,address and other rnjormationJ LITTLE CAESARS ENTERPRISES, INC 2211 WOODWARD AVENUE �,. . _ .,� s+O�s O DETROIT, MI 48201-3400 �� A� ARTICLE 1 THE WORK OF THIS CONTRACT AIA DOCUMENT A107-7997 ABBREVIATED OWNER- CONTRACTOR AGREEMENT The Contractor shall fully execute the Work described in the Contract Documents,except to the extent specifically indicated in the Contract Documenu to be the respo�sibility of others. Tne American Instttute of Arohitects 1735 New York Avenue N.W. ARTICLE 2 DATE OF COMMENCEMENT AND TOTAL COMPLETION wash�ngton,D.c.2o008S292 2.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. CON8TRUCTION TO BEGIN ONE WEEK FROM DATE OF DATE OF P�RMIT ISSUED. 't J � � � ��w w _ ., 2.2 The Contract Time shall be measured from the date of commencement. 2.3 T7te Contractor shall achieve Completion of the entire Work: 45 DAYS FOR CONSTRUCTION (NOT INCLUDING PUNCN LIST) NOT INCLUDING CERTIFICATE OF OCCUPANCY WHICN COULD TAKE APPROXIMATELY 14 DAYS FOR ALL INSPECTIONS AND SIGNOFFS, DEPENDING ON TNE CITY. TIMETABLE MAY BE ADJUSTED BAS@D ON ALL OWNERS SUPPLIED EQUIPMENT TO BE FURNI8HED & flLL DELIVERY �ATES AND TNRU NO FAULT OR PENALTY TO TFIE GEOdERAL CONTRACTOR. GC IS NOT RHSPONSIBLE FOR TNESE DELAYS. ,subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions,YJmry,for 1lguidated damages relating ro fpi[ure!o complete on time orfor bomu payrnenfsfor early comp[etion oJJhe WorkJ ARTICLE 3 CONTRACT SUM rnis Document indudes abb2viated 3.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor'sGenerel Conditions and shouid not be performance of the Contract The Contract Sum shall be FORTY TWO TNOUSANDusetl wim omer yeneral conditions. FIVE NUNDRED DOLLARS ($42�500.00)� subject to additions and deletions as THIS DOCUMENT HAS IMPORTANT provided in 111e Contract Documents. LEGAL CONSE CONSULTATION WITH AN ATTORNEY IS ENCOUR4GED WITH 3.2 T'he Contract Sum is based upon the following altemates, if any,which are described inRESPECT TO ITS COMPLETION OR the Contract Documents and are hereby accepted by the Owner: MODIFICATION. AUTHENTICATION (Slate the num6ers or othe�identifica�ion of occepied alrenwtes.If decisions on other olternates ore ro be made by theOF THIS ELECTRONICALLY Owrier subseqaent ro the execution of this Agreement,attoch a schedule oJsuch oiher altemates showing the amountO�FTED AIA DOCUMENT MAY BE for each and the date wlren tMt amount expires.J MADE BY USWG AIA DOCUMENT D401. i PER TNE QUOTE DATED 2/09/70 WITN CLARIFICATIONS WITH A rnis document has been approved and �I REVISION DATE 2/10/70 AND PLANS A-1 A-2 DATED 2I04/10 e^dorsed 6y The Associated General + r r ConhactorsofAmerice. 3.3 Unit prices,if any,are as follows: NA I ARTICLE 4 PAYMENTS 4.1 PROGRESS PAYMENTS 4.1.1 Based upon Applications for Payment submitted by the Contractor for Payment issued to the Owner, the owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. � — • �. .� �� e 07991 AIA� AIA DOCUMENT A707-1997 � ABBREVIATED OWNER- CONTRACTORAGREEMENT Tha American Institute of ArchRecGs 1735 New York Avenue N.W. Washington,D.C.20006-5292 � .,, - . :: general contractor with proof of insurance. If the general contractor hires a subcontractor without insurance certificates the owner will be indemnified. Limits of insurance to match general contractor. so.General contractor to provide owner with copies of insurance certificates including workers compensation from all subcontractors. � ii.General contractor to furnish to owner all final waivers of liens after final payment. iz No winter conditions such as temporary heat, which includes any type of fuel, temporary heaters, barricades or anything related to winter conditions. 13.Owner to understand that no finishes wfll be applied until a proper temperature of 60 degrees or above is on at all times as per manufacturer recommendations. Without proper temperatures the project will not be completed on time and could impact the overail schedule. 1a.Landlord to deliver space to LCE GC as per the landlord/ tenant's agreement on the lease whiCh includes gas, electric, plumbing, HVAC, Fire Protection, Fire Alarm, etc. OWNER�s�g��u�r�� CONTRACTOR(stq�amr�� B PIZZA CORP. MICH�E ZI ONS RUCTION DEVEI.OPMENT, INC. F.� e.�ed $9a� ` ow..a� JARED BEAL FRANK J. MICNIENZI � . � �y � � . � � . � � - - � SS A I �m m T r •:m � - ---- -- -_ � r I I � m i I i � �1— � . O � � n I �E M�� g mE I m ` . = Z P "�� noi A �� /� I ., � I--� :. 4' F' gY mP� iO3 . 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ALLLOBBYWALLFINISH�ARENPE�/1T06'-10"A.F.F. � �qH,jW�� i+l 6 STEELDIAMETERCONGRETE WITHGYP.BD.PAINTEDPIFROM6'-1d�A.F..FTOCEILiNG � tC52b� W��u FILLED POST, PAINT YELLOW UNLESSNOTEDOTHER E.(SEEELEVATIONSSHT.2) �tidyj� �n��i � �^ H�� W~ O�W 3. ALLRESTROOMWALLFINISHESARETYPE � y��ga�� 9� �� UNLESS NOTEDOTHERWISE. ��Sy�~�W'��' "Qf��=� - ; -- _ •. � I - Fwisu ��e FLOORING � 5p(� �OWC�WUF� �t qWV6'�yr��p�Z+�N — � , ' � � • Kri<SWKS�� _- �t � � � �" I -- • 18'4LE�NCsTNg- � F1 KRCHEN: VINYLCOMPOSITETILEI2"x12'xt/8',ARMSTRONG, S��P��Fq� . �� IMPERIAL TEXTURE,51911,CLASSIC WHITE. z ' � -- -- CONTACT:www.artnstrongfloors.com 600-233-3823 -� I � � . �� -.' - ALTERNATE: AZROCK,CORTINA COLORS,V-862,CLOUD WHITE. �� -_ _ � . CONTACT: www.azroGc.com 800-36&2699 � � � -- _ _ Y4" DIA. CONG.FTGs. F2 LOBBY: VINYL COMPOSITE TILE[LOBBY]24"x24'CHECKERBOARD PATTERN �' � 'n ___ �� ll ON 45'%%ANGLE, 12'x12',ARMSTRONG,EXCELON 0 w W - _ �,,��- COMPANION SQUARE,51973 MONO WHRE&51970 MONO BLACK n � •�•�, W/FEATURE TILE,56823,YELLOW II. , B , CONTACT:www.armstrongfloors.com 800-233-3823 _ I- 1� ,�„ II�1--�1 - WALL BASE: PROVIDE 4•VINYL COVE BASE,JOHNSONITE,40 BLACK . �� 0 o r EXIBTINCs y�_m,� SC:L L�4RD D�TA I L FOR ALL WALLS EXCEPT CERAMIC TILE WALL. - � SCALE V1"•1'-0" CONTACT: www.johnsontte.com 800-699-8916 UPGRADE FLOORING � °G � � EXISTING W � �� ST�1 �33�W� F3 KITCHEN: 6'x6"x1/2'QUARRYTILEWfTHS'x6'tl2'�COVEDTOPBASE, AMERICAN OLEAN,QUARRY NATURALS,N46 SHADOW GRAY, < �O� 3/8"GROUT JOINTS,BOSTIK,HYDROMENT,H144 MISTY GRAY. � �� 'I�s �2w CONTACT: www.aotile.com G O O O � � � �oE"�': CONTACT: www.6ostik.com 800.726-7845 � I I � ALTERNATE: DALTILE,QUARRY TEXTURES,OT03 ASHEN GRAY. . . ... , .. . . ._..... I-ua� sa.� a.»s--I GROUT WIMAPEI,27 SI WER. � � TOP VIEW CONTACT: www.daltlle.com 800-933-8453 � -�- o o � ��-1��,�y� CONTACT: www.mapeLcom 800-426-2734 � o F4 KITCHEN: SOLID SHEET VINYL FLOOR W/COMINUOUS BASE(MIN.4'HIGH) 0 ��gT� WI MIN.3/8'COVE W/CONTINUOUS SOLID BACKER ROD, REaTI�'� '� MANNINGTON ASSURANCE II,16301 GLACIER � M CONTACT; wNv,.mannington.com 800.241-2262 � � � � F5 LOBBY: CREATE 24"x24'CHECKERBOARD PATTERN ON 45'ANGLE Q EXISTINCa- � ` WITH 12'x12',DALTILE,VITRESTONE SELECT w N -- �----------- ---- - - o -- o �� VS12 BLACK GRANITE&VS02 WHITE GRANITE,3/16'GROUT JOINTS, //1 � �� -�-� � I � I�.. . . BOSTIK.HYDROMENT.H144 MISTY GRAY. ��f� . NEW 7�' x 4' LAY-IN CEILMCs ii� � �B' S0 CONTACT: www.daluie.com 800-933-8453 � T .�so CONTACT: w�w�.bostik.com 800.72&7845 � TILE^a 1 GRI • 9'-0" AFF:.C1 �'-mn �� B ALTERNATE: STONEPEAK CERAMICS,INC.,NEW BASICS, I I S �. z.� i2. #USM1212016 FROST MATTE& #USM1212020 QUARTZ MAnE, � � -- ----- --- ------ -- ----- --- III -- - W/EXI9TMG WALL o. �' S0 3/16'GROUT JOINTS,HYDROMENT,H144 MISTY GRAY. � � IGN NEW WALL I p. __ o 0 0 CONTACT: www.stonepeakceramics.com 312-50&2800 � � � � �4.2so-� CONTACT: www.bostlk.com 800.726-7845 �/�y FRONT VIEW SIDE VIEW •+a U I WALLS � . � _ READY ACCESS BUMP OUT 10 � .. PICK UP WINDOW � o � �vw.ready-access.com � � 6"x 6'CERAMIC WALL TILE, FLORIDA TILE,BRIGHT GLAZE,1 WHITE 8 � � O 5 BLACK,GROUT WIBOSTIK, HYDROMENT,H144 MISN GRAY. --- � ---�- ----�-- -�- �I; � o SCALE:1/2'=1'-0' (800)621-5045 CONTACT: www.flondatlle.com 800-352-8453 � (A �I � I' SEGURE STAINL.E55 STEEL GAP CONTACT: www.bostlk.com 800-726-7&t5 � � � I, - TO WALL WITH SILIGONE CAULK ALTERNATES: DALTILE,SEMI GLOSS,0100 WHRE S K111 BLACK. � li'��. 9��0�� 1�-9�� 411 GROUT WlMAPEI,27 SIWER. � � (� � . . ' � FRP WALL FINISN ON 1/2" GTP. BD. CONTACT: www.dattile.wm 800.933-8453 � Q � ____ I-_ __ I � ON 3 I/2" FRQMINrs � I6" O.G. - TYP. CONTACT: www.mapei.com 800-426-2734 Q w �---�� - ��----�-- � �----�-,'�� - � �- a �., �: . . . . ."�. . . . . AMERICAN OLEAN.BRIGHT.OS POLAR WHITE 8 49 GLOSS BLACK ' � . _. .--- - . � . ........: .. .... .. „ :, ,.i.:...,..:�: � li � � e �I � Q CONTA T/MwwwlaoUle.com R � M ^ �'� CONTACT: www.mapei.com 800-426-2734 � v L _ I� I,',''. �.� _- -_ �� i �� WALL BASE: PROVIDE 4"h x 6"w SANRARY COVE BASE, � -�� -- ---- - IIII��' � FLORIDATILE BRI HT - ' , G ,S 3419-5 BLACK, � . - --- �� - -�I -- ,I IIII�,; 'I I � � ,,, L- GROUT WBOSTIK,HYDROMENT,H144 MISTY GRAY, � � 'I �..: �4 . TLINE OF VEN D �� III ` ` , CONTACT: www.fbridaNle.com 800-352-8453 ' COOLER FLOOR � CONTACT: www.bostik.com 800-726-7845 � . I� P�� FINI3H W/Fs GERMIIC TILE ON THIN SET ALTERNATE: DALTILE,SANRARY COVE BASE,KU1 BLACK. � �, ADHESIVE ON 1!2 Cs7P. BD. GROUT W/MAPEI,27 SILVER. � . = CONTACT, www.daltile.tom 800-933•8453 - --------- -- - --- � — -- - i STAIN 3 N CA 0 0 0 0 _ LE8 STEEL E D P CONTACT: www.ma i.com 800�26-2734 KITCNEN FLOOR-FMI3H F� I � � }-� * � � � : I�'I I� S.S. E�L/ CAP SEC�I OI`l ' � FIBERGLASS REINFORCED POLYE�TFR PANEL[FR�,GLASBORD, 85 WHITE O � � �� EMBOSSED,CLASS C. � � �J'GAL� � 3° _ ��-0° CONTACT: www.cranecomposites.com 600-43b4080 � Q FIBERGLASS REINFORCED POLYESTER PANEL(FRP�;MATREX ST, 1130 - ---- ---- --- -- � • I AD� PALLET • I� COTfON WHITE � . �' - - - I�'... - T �< lU DE OVERHE W• THREADED ROD M.ING ��. �, �� b'-Im" AFF.CBEE DTL.THIB BF�ET) '�I' • CONTACT: vrxw.cranecomposites.tom 800-435-0080 � (V . . FROM STRUCil1RE ABOVE , il, �_ _ ar 6�-m^ o.c. - rrP. CEILINGS N -- -- - - - ---- -- -- - - - - I� - - -- --- - -- - -- .` „-' - _---- KITCHENGEILINCsTILE �,�� . NEA ER D P � 6 -I0" AFF. I �OUTLITJE OF GOOLER - - - - - --- --- --- - � GYP5tA1 60ARD ON I � Q Z4'x 48"x 7/2'LAY-IN PANEL,UNITED STATES GYPSUM(USG), ------ lBEE ETAIL SHEET 7) III F� SHEETROCK,CIIMAPLUS,3270 WHITE,VINYL FINISH. . � , i i -- ------ -- - - . � CONTACT: www.usg.com 800-g50�3839 � �� --�.. . � . _ � - -... - �� ,l V PLYUIOOD AT LOBBY SIDE � w � HEADER DRAP � b'-Im" .4PF. I I 10'-$° GF HEADER � ; Q CQ 24'x 24'x 5/6"LAY-IN PANEL,ARMS7RONG,DUNE 1774,WHITE, � - — --�-�--�-- -- � TEGULAR EDGE DETAIL. '� -- --- -- - - -- - -_- --- F2 l9EE DETAIL THI9 SHIEET) ` I :. ` x A 44" FIRE REBISTANT PLYUIODD �� ` � � CONTACT: www.armstrong.com/cellings 877-276•7878 .. I . / \ I � ON 3 45•FR.4MRJG AT 16" O.G. - TYP. I� : � ALTERNATE: CERTAIN TEED,CASHMERE,CM-454 WHITE W/REVEAL EDGE. _ � �PICK-UP WINDOtU-"I�ADY-ACCE39' I I (SECUI� TO 8TRI1G�liRE ABOvE) i ' wQ -- CONTACT: www.certalnteed.com 800-2338990 j � MODELR BLMP-OUT �10� �� ALTERNATE: USG,ECLIPSE CLIMAPLUS,SLT EDGE,76775 WHITE. � o ---- ---- o ---- o - ----- o - o il� � � 'll . � CONTACT: www.usg.com 800-950.3839 � � o r . « � W In(1 � � < ' -- ---- ---- ^i i '��I � m NOTE: PROVIDE MATCHING TEE RID Y ` � i G S STEM&6'BATT INSULATION Ws n � • il �I �� CONTMUOUB 3' X 3` X IS GA � � ABOVE LAY IN PANELS. .. . . . � i '� � � � < I ii I�� I ALUMfINUhf EDCsE MiGLE z o� .. . - -- I • � < • �' � PAINT ` ' � � W � " .. _ FRP.ON ALL EXP03EA i . � s . o�n � � W -- ---- --- �-- �-- --- -1�_4�� 15'-0" FREFAB. GOUNTER �� I \ '�� I � �Y�� Eg � �� i P1 BENJAMIN MOORE,INTERIOR READV MIXED,I-79 ATRIUM WHITE. � .t:"'� ^ W p,, I � � I � ----- - -- I _.. -__ . -. . -- . -- , �I ' � \ � "'- . ' �, . I� CONTACT: www.benjam(nmoore.com 800-344-0400 � F �_ � - � � TILES � GRIQ � 10'-2" AFF. CZ - I'll -_ \ LOBBT FLOOR-FINI9H W/ FZ I'il I��. _ NOTE: USE BENJAMIN MOORE ECO SPEC EGGSHELL ENAMEL 223 FOR INTERIOR. v � � ' USE BENJAMIN MOORE EGGSHELL FINISH HOUSE PAINT FOR EXTERIOR. • W Z = � y �` i � I � lBEE TILE PATTEl�I DETAIL THIS SHTJ II� � � _� s = � -- _ i o _ V __ _- _ _. _--- ----- ' - � I � \ \ � GENERAL NOTES � o �� -- - --- , �I o 0 o i o = ' � O= � W � • � � � � O � JY S _ . ....,. , � ____ �II II 2'-0" 5" Q 1. ALL WORK SHALL CONFORM TO ALL FEDERAL,STATE AND MUNICIPAL COOES � „,�� p � HAVING JURISDICTION OVER THIS PROJECT. _._. .____. _.. .._-- --- --- ' - �. . , z ' � � � � � BLACK PLA9TIC BULW03E 11RIM e 2. CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONTRACT TO VERIFY EXISTING � I I lSUPPLIED BY BLUELINE EQUIPMENT) � FIELD CONDfTIONS.ALL EXISTING DIMENSIONS SHALL BE VERIFIED AND/OR Z I I � ALTERdATE. - I I!!" X 1" HARDUJOOD � GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SAME. 0 � � I Y BULLN09E TRlhf PAINTED BLACK Q� �' x 4 FL LICsHT FIXTU 5 _. ..� `'� �, � 3. ANY VARIATIONS OF THE DRAWINGS TO BE APPROVED BY LITTLE CAESAR'S 0 N� ---- - --- ------� - -- — -- � � ' EXISTRJG - �� I I ARCHITECTURAL DEPARTMENT(313)983-6000. dI �� ----- ---___ ' - __. __ ___.___ .. .__-_ - I - - �� 4. GENERAL CONTRACTOR TO RECEIVE,UNLOAD AND INSTALL ALL KITCHEN � � �' 1 D R G O �, W o � _ _ _ - -� - - _ _ -_-= a _.._._`. -- _ � � � . �� EQUIPMENT,FINISH MATERIALS AND ALL OTHER REMS DELIVERED TO � - - - --- -- SGALE: lyi • I'-0 � � C � � STORE LOCATION. N W =u I f LOOR PL�4N � � 5. GENERAL CONTRACTOR TO PROVIOE A MINIMUM OF ONE FIRE EXfINGUISHER � � Q � ' IN COMPLINCE WITH THE LOCAL FIRE MARSHAL.LOCATION 8 QUANTITY OF �Q � RE�LEC7ED CEILINC� �LA $G,d,LE �/4"•I'-0° W W N�� FIREEXTINGUISHER(S)TOBEDETERMINEDBYTHEFIREMARSHAL. U � 0 SGALE ��4��'I�-0" . �REOLNLOWCTaILME�RO POINT TOWARDS 6. PROVIDE NON COMBUSTABLE PLYWOOD BACKING IN LIEU OF GYPSUM BOARD U.I Z � 0 �I ' AS BACKING FOR WALL MOUNTED WIRE SHELVES FROM 42"A.F.F.TO 90"A.F.F. � Q 0 � . , . COtVTR4CTOR TO GLEAN 1 BEAL SEE FLOORlEQUIPMENT PLAN FOR SHELF LOCATIONS 8 WALL FINISH. � V � � � vG4 FLOORING PER MANI�AGTU�R'S f_ � 4 w 0 I �Ts IC�AT��IONS AND APPLT FOUR 7, OVEN TO BE SET IN PLACE PRIOR TO INSTALLATION OF COUNTERS. ,_..( � � (� r 'I � � 8. QUARRY TILE TO BE SEALED WITH SILICONE SEALANT. � ' � �� ARV`ISTROt�s � 56823 YELLOW il 9• W�L PARTITION KEY: .� � � '�. � -- -- TYP. INTERIOR PARTITION WALL, 12'GYPSUM BOARD EACH �I . \ AR�'18TRONrs � 519�0 MONO BLACK SIDE OF 1 U2'x 3 tl2'20 GA.METAL STUDS AT 16'O.C.WITH ' INDICATED FINISH. ��. ART1STROrYs • 519�3 MONO UIHITE EXISTING WALL G\StERED ARCyl 4. F.VatE FC� _ __ �___. EXISTING WALL TO BE REMOVED�SHOWN DASHED) � r W�� ",� � \ 7�TT7Tl HALF HEIGHT WALL �54'AFFj � � �o NO y ^ ' 0 l N W LOBB1' �LOOR 1"IL� P�4tTEi�N 10. ( �--EQUIPMENTINDICATOR ❑-INTERIORFINISHINDICATOR � O� A 1y G�Jy ! v . .._.... ._.. � SCALE : ��a" = �'-m" L a THOf MASgP 11. Q IN�ICATES PHONE LOCATION ON FLAORlEQUIPMENT PLAN. � _ � < � � MEPll� BOARD �J�,� N� II PAINT WALL W/Q I- - _ _ r4�''orcud� II p� FAB WALL PLAG1lJE u. PAINT HEADER W/� ��g�� OVER-NEAD PALLET �� u, ��i �b..�,?�� II Q I ILLUMMATED ALLNMCs GQ�ITERED OVER WINDOW JgAOqyNj�'A'�5` PRE FAB VMTLlsR4PIaIGS- �,_6� MATERIAL= •GOOLEY BRI?E' ORAIJGE r1119 W/50LID s�y .W}�� - I - I-- -- . _ II I"�ORANGE STRI GRAPHIGB- 0 -- .---- - - - _ I OR�4NCiE STRIPE W/ 4 I/4" BLACK LETTERING AND GOvERED AT BOTTOM s�� -- --- FRP WALL PANELS __ _.. _ ---- _--- - _ _ 5" 7ELLOW STRIPE 0 __._._.. _— ___ __ __-- _ . _. ..__ __---------- -,-- --- _ _ 5` YELLOW STRIF'E WTH PLASTIG EGCsCR.4TE MATERIAL �s��a�4��€ ,� � v , 75 � � � � - -_ _. ry j BI.AGIC PLABTIG Bl1LLN08E TRIM � ��j, I � �l�n l "�� u�o � _ -- -- - 2 Q ��u 1 � 0 =� BLACK PLA9TIG BULLN03E TRIM u . �. , .,.�.. �,� �, ... , ��' �u�� `� _ b' x 6" BLAC'�IC � WHITE GERi�MIG l7 = 0 cN7 � � ' � i < ��u�Fb TILE M CNECKERBRD. PATiEfd�l- u1 B ' � _ � �uw��z5�-.H PFIONE STATION - --- - - - - -- - START W/FULL TILE � TOP 18EE _ \9 �� fa12:F6-UT* L'Sp"`�+".?<J�"A �y��Y b&§�� --- -- - - - FINISH BCHD.FOR CsROUT 8F'EGJ � ��Hu4'u'�.-a� . • .—_ ._ 1 ._- ._. - ` �� -��'0n HAND SINK _ _. __ 1_ 6• X 6• WHITE CERAMIG TILE (8EE - ___ - FINISH SGHD.FOR GROUT SPEC.J V � _ __ _ FOODPFIOTOGR.4PHTMURAL � � iJ��J�JP�If�J�LL�JLIJLJLx'1�4JLL�i�L��11tJ�NJLJL�'�1LJ�L�1L'Ji''Jf7��JLl°9L1N'�IatlL�7��5]��CSJ�I�� IL��1��1�14J " " , 0 - - _ - - O (r /f �„ .�.. ,. � BE READY .4C'.CE53' 0 ___ _ CGONTMIIE T�LE BENIND MUR.4L) � � � , , = Yv I _ ____ --- -- J p :: " ' �f . .. � _ �-OUT Im 6T Cs.C. � � 4' BLACAC vIN7L lu ' ,� u , ,� -621-5m45 . . . . . ---- COVE6A8E - -- BLACIGGEFtAP11G = - - • ^�� f� . ..r.x°` c0 _ __- ---- ---------- ------- - � -- - -------- TILE CAYE BA9E - ,� ,4 INTERfOR WALL ELEVAtfON „ IN7�i�lOR WALL ELEvA710N � FAB FRONT CqJNTER 16 p AL BHT.� 3 � 2 SGALE 36"•I'-0' 2 SGALE ab"•I'-0" DIR�GTION,4L ROAD SIC�N � o� � i, �**�� PIGK-UP UJINDOW AUJNfNC� DETAIL a � EQUAL E, QUAL � BCALE � . I'-m' � � � � 'r ^ LITTLE CAESARS STANDARD SIGN SPECIFICATION BLUELINE FINISH QUANTITY INFORMATION p O O O � PAINT WALL W/ P� II LITTLE CAESAR SIGNS ARE TO BE ONLY MANUFACTURED BY LOBBY FLOORING = 400'-0" S�. FT. KITCHEN FLOORING= 1300'-0' SQ. FT. PI�E FAB WALL PLAG�UE u OVER-HEAD PALLET APPROVE LITTLE CAESAR SIGN MANUFACTURER. CONTACT BLUELINE WA�K-IN COOLER = 1t0'-0" SQ. FT. II 1-800-447-1933 OR VISIT FORUM FOR APPROVED VENDORS. 10-1-09 WALL TILE = 30'-0" uNEAR FEET � PRE FAB VINri GsR.4PNIC8- II . ■ �. � $�� j/ j� WALL STRIPE = 100'-0" LINEAR FEET /�, O , B 1'ELLOW STRIPE - --- - -- - L..4NDhJG SNELP �r � . f � � BLACK PLABTIC CULLN09E TRIM _ ❑ / L.MIDING 9tATION � �+ �3 ,, �,y a f ' '^ ]� �~ � � r � BTORAGE GRID : �� Q b• x 6" 6LACK 1 Ui-IITE CER.4MIC 1 � � TILE M GNECKERDRD.PATTERN- _ j/ j/ SIGN SQUARE FOOTAGE: ��^ = -_,_�s SIGN OUTLINE � � BTART LLV FULL TILE � TOP (SEE ELEG. P.��NEL FiNisu ecF+o.r-oFz�eour sr�c� - / — - _ �j� . e � SIGN SQUARED OFF s i� � � I� b" X b' LLFlITE CERM1IG TILE 18EE -- LMIDINCs TABLES FRP WALL PANELS 18w 11�-1 1/2" 13 S.F. 18 S.F. 3 O � � i FiNiSu sc�.r�c�ouT a�c� _ SIGN HGT. LENGTH OUTLINE S.F. SQUARED OFF S.F. AMPS P,aiNr 000R a� �e ai.nac - - - 24 14-10 23 S.F. 31 S.F. 4 a ° I _ - 28" 17'-3 5/8" 31 S.F. 42 S.F. 6 � � � �! j/ // %/ 32" 19'-9 3/8" 40 S.F. 51 S.F. 7 ie O � � O � e�"�cx c�R'°Mic - - - 4' e�.a.uc vm�� 36" 22'-3" 51 S.F. 70 S.F. 7 TiLE CovE BASE .�f - - -- ------------ -- �� B� .040 ALUMINUM RETURN � G fN7ERIOR WALL ELEVATION MATfE BLACK EXTERIOR COLOR ��0�� 4H _ � p � ` 2 SGALE ab«•I'_0" 1"JEWELITE TRIM CAP BLACK �� I— . . . --. �7 � .� ---, ACCESS PANEL �❑❑� 4H i �-■ Q �. EQUIPMENT SCHEDULE O INDICATES E�UIPMENT CALLOUT ELECTRICAL REQUIREMENTS PLUMBING REQUIREMENTS BLUELINE EQUIPMENT U.L. LISTED TRANSFORMER BOX 43 � �L� w (800)447-1933 (248)448-6200 _ �❑ ❑� 4H _ - � � 'F I ^ A. 120" B. 108" C. 96" D. 84• E. 72' F. 60' G. 48' H. 36" J.4Y K. 30' L. 24" y � WATER DRAIN cns FAX:(24e)442-4657 (RACEWAY) & PAINTED TO ��a , � Q a vo�rs � � � MATCH FASCIA - ° ° I �� L-- l�l � ' # DESCRIPTION MANUFACTURER MODEL NO. BLUELINE NO. Q 3 x a a a HO7 COLD DIREC7 IND. B7U'S COMMENTS L.E.D. POWER SUPPLY . _Q-= � 4H � C� 1C S.S.WORKTABLE�30'x9fi'� DUKEMANUFACTURINGCO. 3143096-5LRGH DOB713 WITHCASTERS .3I'IB° PLEXIGLASACRYLICFACES -�' I a g� O LAI v 1F S.S.WORKTABLE�30'x60'� DUKEMANUFACTURINGCO. 31&30fi0-SRLC 008155 WITHCASTERS TRANSLUCENTGRAPHIC 16 FLOORSINK 8 53 7F �. � � '- � - -�� 1G S.S.WORKTABLE(30'x48� DUKEMANUFACTURINGCO. 31&3048-SRLC 008154 WITHCASTERS FILMBORDERBLACK 3�_ � -_ - - 10 � � iH S.S.WORKTABLE�30'x36� DUKEMANUFACTURINGCO. 3163036-SRLC 008195 . WITHCASTERS LE.D. ILLUMINATION - . f I� - FLOORDRAIN �G I � � � 2E S.S.LANDING TABLE�36'z 72'J �UKE MANUFACTURING CO. 316-3672-5RLC 008160 wirr�cns�as .040 ALUMINUM BACKS I � � 2G S.S.LANDINGTABLE�36'z48'J � DUKEMANUFACTURINGCO. 316364&5RLC ' 008165 WITHCASTERS WHITEINTERIORCOLOR II �l `� 43 � � 4G POLYMERDUNNAGERACK�2Yx48� METRO HP22A8PD 067408 EXISTINGWALLSECTION I 15 26 I � ^ ^ I I � oO O 4H POLYMER DUNNAGE RACK[2Y z 3fi') METRO HP2236PD 067407 � � RACEWAY MOUNTED SIGN SECTION � �-- 43 , � 4K POLYMER DUNNAGE RACK(27 z 30"� METRO HP2230PD 067406 I 26 I I ' �0 SG POLVPROPVLENERACK[24�x4e� MEfRO a2aaacz os�a�2 NOTES: 1. SIGN TO BE U.L. APPROVED & LABELED. � il Cl� � 2. POWER REQUIREMENTS 3 - 7 AMPS. 21 2s �uB D �N o � SH POLYPROPYLENE RACK�44'x 36� METRO Q2436G2 067413 - - � ' -- � �i g..:. .: . . . p� 3. RACEWAY TO BE PAINTED TO MATCH FASCIA. F==== �'I i as N 6 DOUGH RACKS(22'x 27'J LOCKWOOD RA70 ER 24 E 007490 _ - �� I � 4H O� I � �� _ . " N ' � C7O �-- 't 7F SUPER ERECTA WIRE RACK[24"x 60'J METRO A24fi0NK3 067422 METROSEAL 3 FINISH �� L_ �'� Q� I ��,. ��. 5H _- 7G SUPER ERECTA WIRE RACK�24'x48'J METRO A2d48NK3 067411 METROSEAL 3 FINISH (1)1846NC WIRE SHELF �_ --a �C � I �I� �O _ . ON GROOVE#74 � - '�,�I �� O 4H B 3 COMP.POT SINK W/2 DRAINBOARDS AERO MANl1FACTURING CO. MF3-21161BLR 497809 314' 314' 2' COMPARTMENTS 16'W X 21'L X 14'D � OO ' � - � � � (1)APW HEAT LAMP , � _ , ,I 8 MOP SINK�BY CONTRACTOR� FIAT[FLOOR MOUNT] MSB2424 BY CONTRACTOR 314' 314' 3' . N� 2 1/2'x6'x48" 2G 55 �, I' I 4H , n� _ ; � (1)1848NCWIRESHELF I C�� I �U 5G i a � 10 HAND SINK KROWNE HS-2 D40521 �@� ��Z� � �n" ` ON GROOVE 3f&0 �� I ; � 43 � �, +[]�� f.. WITH WATER FILTRATION SYSTEM EVERPURE HOT WTR#HFC-10CGS70 OPTIONAL � I i � (� d OO ' �� (2)CC3975POSTS � 1G �� ! �� 4G - %� '.. EVERPURE COLD WTRkOL3-4CB5 OPTIONAL � '�- �%� � � (2)74UPPOSTS �____ �II �� I . 71 GAS WATERHEATER RINNAI R94LSi BYCONTRACTOR 79 720 7 3I4' TANK-LESS � (1)1848NC WIRE SHELF � 6G 7F I� �� 4H � 7 - � ON GROOVE#46 I I I� I II. �� .I II � .I s 12 REACH-IN SODA COOLER TRUE MANUFACTURING GDM-45 � BY LOCAL BOTTLER 10.2 1224 1Y1 120 1 X NEMA S15P i,.��d, � � �I � I I I______ _____ � e� . n n ^ � � N FRONT SHELF POST W ''' ,`„� n �� 1YN REACH-INSODACOOLER TRUEMANUFACTURING GDM•12 BYLOCALBOTTLER 5.0 6100 1/5 120 7 X NEMAS-15P �`t � ----- --- '; z � � REST ON S.S.TOP 10 � � r < �� i � z o �"iM � 13 CASH REGISTER SHARP ER330 272397 0.32 �8 120 7 % ISOLATED GROUND � (1)1 8 4 8 W I R E G R I D I � I,II�I, I , _- 6 __ # � � � y n • „ J i _ O � U ILLUM.MENU PANEL[7-Y x 12'-0'J NATIONAL SIGN HOT•N•READY 045796 2.55 3(O6 120 1 X Na (1)3048FS FLAT SHELF 2E 25G t � � W d ,;,o IW-.. ' ON GROOVE#31 � } � � W W'� ^ ^ W 15 GAS CONVEYOR OVEN 2 DEC BOFI XLT-3270.TS 738700 SPLIT BELT 10 72!00 720 1 X 380,000 10 AMPS 8 790,000 BTUH PER DECK - I __ � 8 � I �] � II 16 CANOPV HOOD SVSTEM[2 DECK] HALTON 2 DECK 69N00 HIGH HEATED SUPPLV FAN �� (1)3048NC WIRE SHELF __ - -_ 4 -_-_ � �_ � -� b ----- _ ONGROOVE#17 - - - - -- - I.,� �-_- --- � '^ N > EXHAUST FAN[XLT-3Y7bTS) ACCUREX 7(RUB-14L5 B99H5 9.8 17�60 1l2 120 1 X INTERLOCK W/MAKE-UPAIR M �N (2)33Uf�CUT 30 15/16'POSTS �� „ ,� 29 6 W � x �^ V • . � � � � EXHAUST FAN ROOF CURB�)(LT-3270.TS] VENT TECH INC. LCE 699118 ORDER PER ROOF TYPE 8 CODE `- (1)3048NC WIRE SHELP � I � _ - fI7 ,� . . .�� . . --- � _ -- � � - - �...... ----- ---- � < ONGROOVE#3 . �"$-.- -- - - - -- — �..---- _ � -- =- �-� _ ' o = ' w TEMPERED SUPPLY FAN(XLT-3270.TS] MON RM-A05 699133 29 86:40 1.0 408/140 3 % 180,000 HIGH HEAT �^ �-(2)SM&(2)5MB CASTERS � � �-- -- ------------- � f� . � • u _ p o `�' �, 2 FAN ROOF CURB�X�T•3276TS� AAON K00068 699210 ORDER PER ROOF TVPE 8 CODE I I 4H . l O�LJ❑ � i � H i �` O � 17 MIXER SYMPAK/STEPHAN VCM-44AI7 007402 27 91108 7.5 208/240 3 X PROVIDENONFUSEDDISCONNECT BREAD STATION - (52G) I I � u u 13 1H 12N 33 2G t4 33 I I 4H � O� 18 FREEZER ARTICAIR F22CW 007453 5.5 660 il3 120 1 X 22CUBICFEET SCALE 1/2�� 0�� . I I I �� - 21 PIZZA RETAROER[95'J W/SPEEDRAIL RANDELL 8395N 007190 12 1440 1@ 720 1 X NEMA S15P ,V.`�- . ;vY � � �r � Z 23 SHEETER ANETS � SDR-42 007338 9 16'S6 3/4 720 7 X �'i'-�-'�°° t� �'i�z � i,i I I � w„I'�� f I III 4H II�l�r,� � N� �ysao 1� �.. +:��` •...., + . ..: . ,{ � � L1�LI�� . 24 UNDERCOUNTERSAFE BWEDOTSAFES 009321 NEED9VBATTERY ..;��s � �^+ � . � � � iiL tU Q ,".d,''?` lr �"� - ___ �___- __ =0 -_-__ -_-- �� c� � 25G PHONE STATION�24•x 48'j/SOLID SHELF METRO 2448FS/A2448BR•33P 0674f7 7010 120 1 X SUPER ERECTA CHROME �+� � , ; �� +� ' ,' k � y --- 1�'� 4H r, W � w�w.w��.'��" � � u � � . � ,,., 28 HOT 8 READV DOUBLE RACK LOCKWOOD RA65-RR42-lC 007495 � � . """"`++.�.�:�. �� ` '" � �� -" . Q F � O .. � -'_-.._....... : � ' ,�� ._.. - . _.. 24 13 13 37 13 I,'i 4H �� W � � � 29 TIME CIOCK�AUTOMATIC] BLUELINE 007009 20 120 1 X � - . 93 HEATEDHOLDINGCABINET CRESCOR H138NPS30CLCM 094002 (RIGHTHINGE) 16 1980 120 1 X NEMALS20P �� _„_�.! T 1� � CC V,f : �� I�' �O �� U tn � � ' . � i 37 15'-0'FRONTCOUNTER PANOSTON LCE 009921 ��° � " r � .,. �:1 � � : i I,III 4H ��Or-( • � Q � 42 CUSTOMER WAITING CHAIR � SAMSONITE ELITE 36-088 BLACK 952263 MOLDED SLED BASE STACK CHAIR � � '1'� � � �. �A B �G LI -i � � � I � � � �� ' ° i� '�?/ � \�f' �II�� 4H . �� 1- � � W 0 _ . ._ . . .'- 13 SINGLE WALL SHELVING UNIT 18'X 48 METRO 067409 } �1 Q r �5 7'-9'x15'•5'WALK-INCOOLER IMPERIAL LCE 348602 25 59014 1.5 208Y240 3 X 3/4' EVAPORATORBCOMPRESSOR � � � `{'__� ��'� � � v IJ� ❑❑ -1 �_^ � (0 C + .�� C3 ,-.... � � 4H �I�I�❑❑❑ (2)WALK-IN COOLER LIGHT � 10m 120 1 X �'� .e.�1 � � � 47 5.25'x 9'-0'STAWLESS STEEL END CAP PAN OSTON LCE 330222 � �"'�i" g "'"�r� ''r,� "� � � I J IJ L� O � .f.,nr^^'^'� � � 1�.,. . •- .. - � , 42 42 42 �y r, . 51 DOUGH ROUNDER AM MANUFACTURING ROUND O MATIC R900RT 008690 15 288,0 1 120 1 X AVAILABLE IN 3 PHASE 1 l� ^ ' � � � 4H U �nn 52G 48'BREAD STATION METRO SUPER ERECTA CHROME 067405 .,- � �t � ::�� "k� �, � � � --� . ..... . � � �_�0 IJtJ WITH HEAT LAMPS 8 30'SOLID SHELF APW WYOTT FD-49 699312 6.8 800 120 1 X ONE CIRCUIT�800W EA REO'D . .g��I 1�1 � ' .� ' �.�.'" I g�ERE�ARCy . ,. . .w''" ., " wS �'.�� , a �� 's�i-: e �- � . '/��'\`�E•�A[pNl/r��+l 53 OISHWASHING STATION STORAGE GRID METRO 067400 � 30'x 36"WIACCESSORIES , . ,�� ,,,..r ...�, � �- -:.,,-- _ _.,,__ , r , ' . — _____ _.:—_ —_ —= W C` 54 SHEETER/PREP STATIONS STORAGE GRID METRO 067407 30'x 48'W/ACCESSORIES � �, , � v� � � � ' !,o N0. '- v� 55 RETAROERSTATIONSTORAGEGRID METRO 067404 30'x48'W/ACCESSORIES � �'+;ti, �� EQUfPM�NT PL,4N ; �� u � . . . . ;: . . %� J S6G 48'LANDINGSTATIONSHELF6GRID METRO 067402 30'x48^W/ACCESSORIES LOBBI' TRADE DRESS IMAC�E SCALE ��4��I�-0° A OC w + �� pS'a . . . . L r L �TH OF MPSS ____ __� _ ___ _ . _ — -- —_ — --- _ �� I �• 2�=2 I_ r 4�-�`� . I � � � � 1 / J - - - . / I � � � f � � \N . � 5. 3 i ; ' � , ; . ` � + �f , � 1 � � $ � � - {� C L �_ 't A j ; � 1 ( � � . 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S stemT e REVISION � _ _ _ - —____ �EsicNea � Densi GPM/e P e GPM/e pq� DESCRIPTION ev � k "� � N � a 2 SCALE - ��' r� �' �� Calculated Area • ♦ ♦ ' Area er S nnkler • ♦ � , /''� _ - Demand GPM� Psi PM Psi GPM� Psi /Q \ �� CHECKBY - s_— � � B FILE NUMBER c _�� -• I FLOWTESTINFO: Fire um : GPM� PS� oate: T�me: TeStB : - SPRINKLER CORPORATION ' l�cation: IMPORTANT APPROVA� � Orifice Size No ot Outlet Pitot Press Psi Static Psi Residual Psi Flow GPM U/G Pi : DATE r �4� $� p�� TO PREVENT FREEZING OF WATER IN WET PIPE SPRINKLER SYSTEMS, 2 Ft OWNERS TO PROVIDE SUFF�CIENT HEAT THROUGHOUT AREAS WHERE HEAD CABT&WFRENCH ES PROVIDED TOTn�eouNTniis sHeer= 545 BROADWAY STREET IOWELI, MA.01854 SAFETY I WATER FILLED SPRINKLER PIPES ARE INSTALLED. 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SGALE : '9" , ��-0�� OF 2 . .. i�. 0 owiurtsnnxcinrwmxawowEa.w�xrwx � z4t7 l The Commonwealth of Massachusetts W Department of Public Safety Massachusetts State Building Code(780CMR) Building Permit Application for any Building other than a One-or Two-Family Dwelling ,GO ,(This Section For Official Use Only) Lo Building Permit Number: Date Applied: Building Official: SECTION 1:LOCATION(Please indicate Block#and Lot#for locations for which a street address is not available) No.and Street City/Town Zip Code Name of Budding(d applicable) 1♦;L{ SECTION 7-PROPOSED WORK rL Edition of MA State Code used If New Construction check here O or check all that apply in the two rows below Existing Building O Repair E3 1 Alteration Addition❑ 1 Demolition O (Please fill out and submit Appendix 1) Change of Use O Change of Occupancy Other ❑ Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes No O Is an IndependentStructural Engineering Peer Review required? Yes O No IY Brief Description of Proposed Work: _ t^O pL.Ar-15 S'uRm�r/�� • _ SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 31) 0 Existing Use Group(s): I Proposed Use Group(s): SECTION4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(.sal.ft.) Total Area(sq.ft.)and Total Height(it.) SECTIONS:USE GROUP(Check as a licable) A: Assembly A-1 O A-2❑ Nightclub O A-3 17 A-1❑ A-5❑ B: Business 10 E- Educational ❑ R Facto F-I❑ F2❑ 1 If: High Hazard H-1 O H-2 O H-3 0 H4 Cl H-5 O 1: Institutional I-1 O 1-2 O 1-3 O 14 Cl M: Mercantile I] R: Residential R-10 R-2 O R-3❑ R-4❑ S: Storage S-1❑ - S-2❑ U. Utility O Special Use O and please describe below: Sp•ciol Use: SECTION 6:CONSTRUCTION TYPE(Check as a licable)IA Cl I110 HA 1180 11IA0 1118 IV 13 1 VA VB I] SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item) Water So Flood Flood Zone Information: Sewage Disposal: Trench Permit: Debris Removal: Public C3' Check if outside Flood Zone❑ Indicate municipal A Imnch will not be Licensed Disposal Site required❑or trench or specify: Private❑ or indentify Zone: or on site system O permit is enclosed❑ Railroad right-of-way: Hazards to Air Navigation: \10 I lis?pri_Canu�itdon ILwiu ,1'ntii_pc; Not Applicable❑ Is Structure within airport approach area? Is their review completed? or Consent to Budd enclosed❑ Yes Cl or No Cl I Yes❑ No 0 SECTION B:CONTENT OF CERTIFICATE OF�OCCUPANCY Edition of Code: Use Grnup(s):� Type of Cunstructinn: .�� (hcupunt Load per Fluor: Dues the building amtain an Sprinkler System?: Special Stipulations: f3v8 / 5-D 3q '7 �or3 P t CA<-E D 0 M SECTION 9: PROPERTY OWNER AUTMOREATION Name and Address of Property Owner 142 Cpnnrr 6T/1rem-ru5 1,cc Name(Print) No.and Street // City/Town Zip Property Own�^e+rContact Inforntition:x�D ¢ (,OrAc9dfC2 �/i Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes Name Street Address City/Town Stall Zip to act on the property owners behalf,in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2) If building is less than 35,b00 cu.ft.of enclosed space and or not under Construction Control then check here O and skip Section 10.1 10.1 Registered Professional Responsible for Construction Control L%rau rotznF (?f7°� T 4047 crn;��bzact�ertfu,- ;�irf' P-0036 Name(Reg strant) Telephone No. email address a istZ1ion Number M14?Rlrh-EAA �l� I I rr5el Street Address - City/Town State Zip Discipline Expiration Date 10.2 General Contractor - Com . y Name sj `g &' �67�c li5 0�bS %✓ Name of Person ResponAble for Construction License No. and Type if Applicable Z3L RoQ6 I51 9,,j6 �b r t - Z//o Street Address City/T wn State Zip Telephone No. business Telephone No. cell L mail address SECTION 11:1YORKERS'COMPENSA"i'ION INSURANCE AFFIDAVIT M.G.L.c.152.§25C 6 A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of th issuance of the building permit. . Is a signed Affidavit submitted with this application? - Yes No O SECTION 12.CONSTRUCTION COSTS AND PERMIT FIEE - Item Estimated Costs:(Labor - - �O �� and Materials) Total Construction Cost(from Item 6)_S. i 1. Building Is 3 Building Permit Fee a Total Construction Cost x_(Insert here 2.Electrical $ Z - appropriate municipal factor)_$ 3.Plumbing $ J.Mechanical (FVAC) $ Note:Minimum fees$ (contact municipality) 5. Mechanical Other - $ Enclose check payable to 6.Total Cost $ 61-K, ow 9 (contact municipality)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,1 hereittest under the pains and penalties of perjury that all of the information conta inch in this application is true.md accurate to he e. o n y k wledge and undo can ng. Le Please print and sign nanie Title Telephone No.� Date Street Address City/Yvn State Zip Municipal Inspector to fill out this section upon application approval: " � �17 Name Date