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75 CANAL STREET - BUILDING JACKET (,1A1l,'.4I. sr .75- #9 BEACON GILES IAN HUNTER Co-Founder (978) 306-6675 ext.114 ihunter@deacongiles.com 75 Canal Street Salem,MA 01970 Ar- 71 \ �\\\ . , . / / f Certificate Number: B-15-40 Permit Number: B-15-40 Commonwealth of Massachusetts City of Salem This is to Certify that the Comm Storage Building located at ..._......I.......__..._.. . .........-............................ Building Type 75 CANAL STREET............................................................_........ in the City of Salem ...................... Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY Deacon Giles Disterllery SALCO II, INC 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: Thursday, October 29, 2015 �6; '9�gjQ• W X16 w�wls PTO DIVIr`'� H Commonwealth Of MassachusettsjL\ ON of Salem - � 120 Washington St 3m Floor Salem,MA 01970(918)745-9595 x5841 i Return card to Building Division for Certift'cafe of Occupancy PERMIT TO BUILDPermit No. 8-15-40 ` .FEE PAID: $569:00 t _ p DATE ISSUED: This certifies that SALCO 11, INC has permission to erect, alter, or demolish a building -.; 7,5 CANAL STREET ry Map/Lot: 330201A asfollows: Repair/Replace • REMOVE OLD CONCRETE&CREATE NEW TRENCH. INSTALL THREE (3") CONCRETE CAP OVER EXISTING ONE IN OFFICE AREA. BUILD WALLS, ACCORDING TO PLAN FOR OFFICES, INSTALL HANDICAP RAMP. BATHROOM. ELECTRICAL. (TENANT FIT OUT FOR DIS-TILL.ARY) " ' I 'Contractor Name: MICHAEL RUSSO t `DBA: MJ RUSSO CONSTRUCTION, LLC 1, ¢ s Contractor License No: CSSL-106013 —> 1112/2015 Buil to lc' Date This permit shah deemed abandoned and invalid unless the work authorized by ttk's permit is comtnence�d within six months after issuance.The BuNding Official may grant one or more extensions not to exceed six months each upon written request. Ails work authorized by this permit shall conform to the approved application and the approved construction documents for which this,permit has been granted. - Afi constnxAWn,alterations and charges of use of any building and structtures shall be in cornpNance with the local zoning by-taws am codes. a This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for pubticfnspection for the entire duration of the work until the completion ofthe same. a i The Certificate of Occupancy will not be issued until all applicable signatures by the.Building and Fire Officials are provided on this permit. y HIC#: 176216 _ - 'Persons contracting with unregistered contractors do not haw access to theguaranty fund"(asset Earth 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 City of Salem 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 .PERMIT Excavation PERMIT TO BE POSTED IN THE WINDOW - - Footing INSPECTION RECORD Foundation e Framing Mechanical Insulation INSPECTION: BY DATE Chimney/Smoke Ch Final J1 - - { � Plumbing/Gas 9>ddw Rough:Plumbing Qom.k Rough:G iN _ Final Electrical 7 Service Rough !f"l: f—a Final Fire Department //'/� Preliminary .. y�l/ � ! 1 "i �IC c7P'l1lr.4 :Final dr - 4 Health Department ,t /2 g/!f'— /�^/ G. '`t .✓,'ice./ Preliminary Avz L/.9l.n/6;7 Final Certificate Number: B-15-40 Permit Number: B-15-40 Commonwealth of Massachusetts City of Salem This is to Certify that the ... located at Building Type 75 CANAL STREET in the Citv of Salem Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY Deacon Giles Disterliery SALCO 14, INC This Permit is granted in conformity with the Statutes and Ordinances relating thereto, and expires ...... ...... Nq4p unless sooner suspended or revoked. ,pk�cqble Expiration Date Issued on: Thursday, October 29, 2015 . Commonwealth,of Massachusetts :� lty of .Salem 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595.x5841 Return card to Building tXvhdon for Certificate of Occupancy Permit No. : 8-15 40 PEAMIT : BUILD FEE PAID: $561.00 " TO DATE ISSUED: ' 111212015 This certifies that SALCO 11, INC a. has permission to erect, alter, or.demolish a building # ,75,CANAL STREET Map/Lot: 330201-0 as follows: Repair/Replace REMOVE OLD CONCRETE &CREATE NEW TRENCH.INSTALL THREE (3") CONCRETE CAP OVER EXISTING ONE IN OFFICE AREA. BUILD WALLS, ACCORDING TO PLAN FOR OFFICES. INSTALL HANDICAP RAMP. BATHROOM. ELECTRICAL (TENANT FIT OUT.FOR bis-TILLARY) Contractor Name: MICHAEL RUSSO I t DBA: MJ RUSSO CONSTRUCTION;LLC k 1 Contractor LLicense No: CSSL-1060131° y r ' 9/12!2015 BUllXnTMi`cW Date ry This perrmt shah be deemed abandoned and invalid unless the.Work authorized by this permatis commenced within six months after issuance.The Building Official - "',.+ may grant one or more extensions not to exceed six months each uponwritten request. _ . . .' NI work authorized by this permit shall conform to the apprdveif appiicaUon and the approved construction documents:for which chis,permit has been granted. - .- Ail construction,aherabons and ch'arxdes of use of anybuffding and structures shah be in compliance with the local zoning by-laws and codes, - This perrlrritt shah be displayed in a wcation cde iy visime from access streetor road and shalt be maintained open for put�c kngpectial for the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until alrapplicable signatures by the Building and Fire Oftiddl's are.provid@d on this permit, r. - •- - r ;- ` NIC#: "176216 Pjsons contracting with unregisteredcontractorsdo not have access to the-guaranty fund"_(asset forth in MGL a 142A). Restrictions: �, 7 Building plans are to be available on site: All Permit Cauls are the property of the PROPERTY OWNER �` Commonwealth of Massachusetts a Citv of-Salem 120 Washington St,3rd Floor Salem,MA 01970(976)745-9595 x5641 . Return card to Building Division for Certificate of Occupancy — 9 P Y Structure CITY OF SALEM BUILDING PERMIT PERMIT TO BE POSTED IN THE WINDOW ` Excavation - Footing INSPECTION RECORD Foundation Framing Mechanical Insulation INSPECTION: BY DATE Chimney/Smoke Cha r Final I� - Plumbing/Gas dw IL Rough:Plumbing Q�W� Rough:G _ Final - ' Electrical Same Rough Final Fire Department Preliminary -Filial LJi Health Department Preliminary .�v� Li�l.✓Gr �.vs��%''ld.,� GG/�—.�'f'�r--� ��—�d �.�'. -�c-.�;�✓. ��'� Final �;�opwtr� CITY OF SALEM, MASSACHUSETTS 'n mi BOARD OF APPEAL 120 WASHINGTON STREET♦ SALEM,MASSACHUSETTS 01970 �1 MMBERLEY DRISCOLL TELE:978-745-9595 ♦ FAX:978-740-9846 MAYOR CITYCLAI!.ER ZM;MR$Is. August 31, 2016 Amended Decision City of Salem Board of Appeals Petition of IAN HUNTER, requesting an amendment to the approved Special Permit in accordance with Sec. 3.0 Table ofPdhcipal and Accessory Use Regulations of the Salem Zoning Ordinance, in order to expand the hours of operation for public days to 12pm to 8pm seven (7) days a week to accommodate private functions and additional public retail hours at select times of the year at 75 CANAL STREET (Map 33 Lot 201) (B4 Zoning District). A public hearing on the above Petition was opened on August 17, 2016 pursuant to M.G.L Ch. 40A, � 11. The hearing was closed on that date with the following Salem Board of Appeals members present: Peter A. Copelas (Vice- Chair),Tom Watkins,Jimmy Tsitsinos, and Paul Viccica (alternate). The Petitioner seeks and amendment to a previously approved Special Permit in accordance with Sec. 3.0 Table of Prindpal and Accessory Use Regulations of the Salem Zoning Ordinance, in order to expand the hours of operation. Statements of fact: 1. In the petition date-stamped July 26, 2016, the Petitioner requested to expand the hours of operation for public days to 12pm to 8pm seven (7) days a week to accommodate private functions and additional public retail hours at select times of the year. 2. The Zoning Board of Appeals approved a special permit date stamped on October 29, 2014. All conditions of the October 29, 2014 special pennit apply unless otherwise specified in this amended decision. 3. Since opening on October 20, 2015, the business Deacon Guiles, has declined to hold private functions at the facility,including birthday parties,rehearsal dinners, and corporate meetings. 4. Additionally, the business has received a number of requests for tours of the facility particularly on Federal and State holidays. 5. The current hours of public operation, as limited by the October 29, 2014 decision. The current permitted of hours of public operation are Friday and Saturday from 12pm -5pm OR 1pm to 6pm with the possibility of expanding hours dependent upon Board of Appeals approval. 6. The petitioner stated that Deacon Guiles will be applying to the Licensing Board for a pouring license. 7. The Board stated that the nature of the business use will change with the addition of a pouring license,if granted. Therefore, the Board requested that the petitioner reduce the request to expand the proposed hours of operation from 12pm-8pm seven (7) days a week to Thursday through Sunday 12pm (noon) to 8pm, federal and state holidays,and private events as scheduled until Spm. 8. The Board also requested that the expansion of the hours of operation shall be for a six (6) month trial period and automatically extended if there are no complaints filed with the Building Inspector. City of Salem Board of Appeals This notice posted on "Official Bulletin Board" August 31,2016 City Hall, Salem, Mass. on HV503,r 1J1,d of ca Project: 75 Canal Street at tok in accordance with MGL Chap. 30A, Page 2 of Sections 18-25. 9. The Board supports business expansion while also recognizing that the change in hours may have an impact on the residential neighborhood. 10. Special Condition #1 of the October 29, 2014 special permit shall be replaced with the following condition: "Hours of operation for the public to visit the distillery and tasting room shall be Thursday through Sunday 12pm (noon) to Spm, federal and state holidays, and private events as scheduled until 8pm. This expansion of hours of operation shall be for a six (6) month trial period and automatically extended after six (6) months if there are no complaints filed with the Building Inspector. 1. Special Condition #6 of the October 29, 2014 special permit shall be replaced with the following condition: "All retail sales at 75 Canal Street will be limited to the public hours. No retail sales from this location may take place outside of approved public hours of operation. 11. At the public hearing, one (1) member of the public spoke in favor and no (0) members of the public spoke in opposition to the amended decision. On the basis of the above statements of facts and findings, the Salem Board of Appeals voted four (4) in favor (Peter A. Copelas (Vice-Chair), Tom Watkins, Jimmy Tsitsinos, Paul Viccica (alternate)) and none opposed to approve the requested amendment to allow the addition of a tasting room to an existing brewery, distillery,winery subject to the following terms,conditions and safeguards: Standard Conditions: 1. The 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 Deparnnent relative to smoke and fire safety shall be strictly adhered to. 4. Petitioner shall obtain a building permit prior to beginning any construction. 5. Exterior finishes of the new construction shall be in harmony with the existing structure. 6. A Certificate of Occupancy is to be obtained. 7. A Certificate of Inspection is to be obtained. 8. Petitioner is to obtain approval from any City Board or Commission having jurisdiction including, but not limited to, the Planning Board. Special Conditions: 1. "Hours of operation for the public to visit the distillery and tasting room shall be Thursday through Sunday 12pm (noon) to 8pm, federal and state holidays, and private events as scheduled until 8pm. This expansion of hours of operation shall be for a six (6) month trial period and automatically extended after six (6) months if there are no complaints filed with the Building Inspector. 2. Deliveries to the facility will be made during regular business hours of operation Monday through Friday from 8am-4pm and deliveries will be made on Canal Street only. The applicant will not have deliveries during regular drop-off and pick-up times of the daycare facility located within 75 Canal Street. City of Salem Board of Appeals August 31,2016 Project: 75 Canal Street Page 3 of 3 3. The Petitioner will conduct research on ongoing City plans for Canal Street improvements to understand whether there is a planned or existing cross-walk from in the vicinity to Canal Street and Gardner Street and request the possibility of a cross-walk be added at this location if there is not one proposed already. 4. The Petitioner will obtain all State and Federal permits including, but not limited to, the Commonwealth of Massachusetts issued Farmer Series License. 5. All retail sales at 75 Canal Street will be limited to the public hours. No retail sales from this location may take place outside of approved public hours of operation. Rebecca Curran,Chau 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 witbin 20 days of filing of this decision in the offrce of the City Clerk. Pursuant to the Massachusetts General Laws Chapter 40A, Section 11, the Vartance or Speaal Permit granted herein shall not take effe'r until a copy of the decision beanng the certificate of The City Clerk has been filed with the Essex South Registry of Deeds. Certificate Number B-15-40 Permit Number: B-15-40 Conunonwealth of Massachusetts City of Salem This is to Certify that the ..........Comm Storage Building located at Building Type 75 CANAL STREET in the City o f Salem Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY Deacon Giles Disterllery SAL CO II, INC This Permit is granted in conformity with the Statutes and Ordinances relating thereto, and expires ......... -Aot 4p ....... ....... unless sooner suspended or revoked. Expiration Date Issued On: Thursday, October 29, 2015 .Commonwealth of Massachusetts m City of Salem q FP 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595 x5641 ' Return card to Building Division for Certificate of Occupancy PermitNo. B-15-40 P ET M I T T O BUILD FEEEEPAPAID: $561.00 DATE ISSUED: 1/12/2015 This certifies that SALCO II, INC has permission to erect, alter, or demolish a building 75 CANAL STREET Map/Lot: 330201-0 as follows: Repair/Replace REMOVE OLD CONCRETE & CREATE NEW TRENCH. INSTALL THREE (3") CONCRETE CAP OVER EXISTING ONE IN OFFICE AREA. BUILD WALLS, ACCORDING TO PLAN FOR OFFICES. INSTALL HANDICAP RAMP. BATHROOM. ELECTRICAL (TENANT FIT OUT FOR DIS-TILLARY) Contractor Name: MICHAEL RUSSO DBA: MJ RUSSO CONSTRUCTION, LLC Contractor License No: CSSL-106013 1/12/2015 Builcling' O fice 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. 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 open for public inspection for the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. HIC#: 176216 "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set 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 iL a City of Salem n 120 Washington St,3rd Floor Salem,MA 01970(978)7459595 x5641 k9i Return card to Building Division for Certificate of occupancy Structure CITY OF SALEM BUILDING PERMIT ° PERMIT TO BE POSTED IN THE WINDOW i Excavation Footing INSPECTION RECORD Foundation Framing Mechanical ! J Insulation INSPECTION: BY DATE Chimney/Smoke ChaKe Final Plumbing/Gas Rough:Plumbing Rough:Gam, x� i i Final Electrical Service r Rough y-1,l-f A c� 6% Final Fire Department Preliminary i h/45— Q nC — 4tPAII Final J r+ v� Health Department — G CpT _C:-7 Preliminary Final NEE .• . I aaawwmm i NAME AND ADDRESS OF AGENCY Thomas F. Collins Ins. Agy. COMPANIES AFFORDING COVERAGES 146 Burrill St. [t COMPANY Swampscott, MA 01907 LETTER A Travelers ravelers COMPANY LETTER Lj NAME AND ADDRESS OF INSURED A c �r COMPANY ■ Professional Roofing Contractors Inc. LETTER V GP.. 0. Bboxw 144 COMPANY D SII Salem, tart 01970 LETTER COMPANY - LETTER This is to certify that policies of insurance listed below have been issued to the insured named above and are in force at this time. ( COMPANY POLICY Lich s of Liability in Thousands(000) LETTER TYPEOFINSURANCE POLICY NUMBER EXPIRATION DATE EACH AGGREGATE C I OCCURRENCE ' GENERAL LIABILITY - y BODILYINJURY ;000,0 0 1,000 0t A. COMPREHENSIVE FORM 650-567F658-COP-88 3/10/89 PREMISES—OPERATIONS PROPERTY DAMAGE I Apo,000 $1,000, C EXPLOSION AND COLLAPSE V0 HAZARD UNDERGROUND HAZARD PRODUCTS/COMPLETED OPERATIONS HAZARD BODILYINJURYAND CONTRACTUAL INSURANCE PROPERTY DAMAGE $ $ BROAD FORM PROPERTY COMBINED DAMAGE INDEPENDENT CONTRACTORS PERSONAL INJURY 'Applies to Products/Completed $ Operations Hazartl. (PERSONAL INJURY) AUTOMOBILE LIABILITY BODILY INJURY (EACH PERSON) $ ❑ COMPREHENSIVE FORM BODILY INJURY $500,000 OWNED (EACH OCCURRENCE) aT bQ(� w�p�y PROPERTY DAMAGE E A. HIRED 52BAP567F598-A-88 1/l/89 BODILY INJURY AND NON-0WNED PROPERTY DAMAGE $ COMBINED EXCESS LIABILITY BODILY INJURY AND ❑ UMBRELLA FORM PROPERTY DAMAGE $ $ ❑ OTHER THAN UMBRELLA COMBINED FORM WORKERS'COMPENSATION STATUTORY and EMPLOYERS'LIABILITY 120557 - $ (EACH ACCIOENn OTHER 100.000 ' COd'. Be DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES Cancellation: Should any of the above described policies be cancelled before the expiration date thereof, the issuing com- pany will endeavor to mail days written notice to the below named certificate holder, but failure to mail such notice shall impose obligation or liability of any kind upon the company. I NAME AND ADDRESS OF CERTIFICATE HOLDER: L— DATE ISSUED: December 2 988 City of Salem C/o Building Inspector �� 1 Salem Green -1zfib Salem, MA 01970 AUTHORIZED REPRESENTATIVE i Tns t -r FIRE RISK MANAGEMENT, INC. 43 Broad Street• Suite B401 • Hudson MA 01749 508/405-4405 • 207/221-1295(fax) www.fireriskmgt.com r August 6, 2015 Mr. Jesse Brenneman Deacon Giles.Distillery 75 Canal Street Salem, MA 01.970 REVIEW OF ELECTRICAL CLASSIFICATION WITHIN A DISTILLERY SALEM, MA Dear Jesse: As requested, Fire Risk Management(FRM)has reviewed the information you have provided including the proposed layout of the distillery in.Salem;,MA. Distillery Description The Deacon Giles Distillery is planning a new distilling area and tasting'room.at,75 Canal Street in Salem; MA.'The space will contain three separate rooms: a.public tasting.room, the distilling room, and a storage room. , The proposed distillery is intended to.occupy approximately 5,500 sq. ft. within an existing- industrial building, which is currently divided into multiple, separate tenant spaces. The stated plan for this distillery is to produce quantities of a number of alcoholic beverages (spirits). To produce these various beverages, a still is being installed in the space, which will be used to produce the various liquids; a variety of alcoholic beverages with alcoholic contents ranging . from 40%to 60%by volume. Based on discussions with you,the grains are milled for use in the still for the creation of spirits. The mill takes the grains and."cracks"the.kemels_for_fermenting,Themill_being used_creates particles approximately 1 millimeter in size.. The milled grain is•depositeddrito a hopper,:which is immediately transported via auger to the Mash Tun to create the wort. .Although there might be combustible dust smaller than 420 microns, it is not likely that a dust explosion hazard exists. There is no ignition source within the piece of equipment and all of the dust is confined. In addition,the mill, hopper, and auger are cleaned regularly to prevent cross contamination of batches. The wort is then fermented within the fermenter which creates a solution with approximately 10% alcohol by volume. This solution is then distilled through the use of the steam jacketed boilers. The alcohol that condenses is approximately at 40%ABV. The spirit can be distilled a second time to obtain alcohol at 60%-70% ABV. The distillation process is considered a closed system. The vapor from the boilers condenses directly into the collection containers. No alcohol vapor is released into the distillery room or warehouse. Alcohol with a 40%ABV has a flash REVIEW OF ELECTRICAL CLASSIFICATION August 6, 2015 DEACON GILES DISTILLERY Page 2 point of approximately 79 F, while alcohol with a 70% ABV has a flash point of approximately 70 F. Therefore, as the alcohol is being collected, vapor is assumed to be emitted during the process. After the spirits are in their finished states (40%to 60%by volume),they are either bottled or stored within wooden (oak) barrels for aging before bottling. An exact quantity that is likely to be stored in this facility at any one time is not specifically known at this time. It is intended that those products that will not require aging may be temporarily stored prior to being transferred into glass (750 ml) containers, which will ultimately be stored within cardboard cases until shipped from the facility. Once transferred to the smaller glass containers, the product will only be stored on site for relatively short periods of time prior to being shipped to clients. It is anticipated that the maximum quantities would not exceed that permitted within the building code would result in a High Hazard Building Classification. Based on the parameters outlined in the International Building Code (IBC), the occupancy classification that best"fits"this distillery operation would be that of a"Factory Industrial, F-1, Moderate-hazard"occupancy. The distillery is not separated from the warehouse area by fire rated construction. It is assumed that there is a 1-hour fire separation between the distillery and the adjacent tenant. Also, the building is assumed to be provided with a wet sprinkler system as well as a fire alarm system. A ventilation system is to be provided within the distillery and warehouse to remove any vapors that may have been emitted from the distilling process. The ventilation system is required to meet NFPA 30 (minimum of 1 CFM/ square foot of floor area). Applicable Codes The following codes are applicable to this project: • Massachusetts State .Building Code (MSBC) — 8t' Edition (amended version of International Building Code (IBC)—2009 Edition) • Massachusetts Comprehensive Fire Safety Code (MCFSC) (527 CMR 1.00) (amended version of NFPA I —2012) as referenced by the MSBC. • NFPA 70, National Electric Code, 2014 edition as adopted and amended by 527 CMR 12.00 (Massachusetts Electrical Code) • NFPA 30,Flammable and Combustible Liquids Code, 2012 Edition • NFPA 61, Prevention of Fires and Dust Explosions in Agricultural and Food Processing Facilities REVIEW OF ELECTRICAL CLASSIFICATION August 6, 2015 DEACON GILES DISTILLERY Page 3 Code Discussion Massachusetts Electrical Code/NEC As adopted by 527 CMR 12.00, the National Electrical Code provides the requirements for electrical classifications for hazardous areas within buildings. NFPA 70 classifies locations based on their hazard. Areas containing flammable gas, flammable liquid-produced vapor, and combustible liquid-produced vapor in:quantities'sufficient to produce explosive or ignitable mixtures are considered Class I locations. NEC—Class I—Combustible/Flammable Liquids/Vapors/Gas Class I locations are further broken into two divisions, Division 1 and 2. The definition'of- Division 1 locations is a follows: (1) In which ignitable concentrations of flammable gases, flammable liquid—produced vapors,.or combustible liquid—produced vapors can exist under normal operating conditions, or (2) In which ignitable concentrations of such flammable gases, flammable liquid—produced vapors, or combustible liquids above their flash points may exist frequently because;of Irepair.or maintenance.operations or because of leakage,or (3) In which breakdown or faulty operation of equipment or processes might release ignitable . concentrations of flammable gases, flammable liquid—produced vapors, or combustible liquid—produced vapors and might also cause simultaneous failure of electrical equipment in such a way as to directly cause the electrical equipment to become a source.of ignition. The definition of Division 2 locations is a follows: (1) In which volatile flammable gases, flammable liquid—produced vapors, or combustible liquid produced vapors are handled, processed, or used,but in which the liquids, vapors, ,or,gases:will normally be confined within closed containers or closed systems from which,they can escape only in case of accidental rupture or breakdown of such containers b3 or systems,or in case of abnormal operation of equipment,'or (2) In whichy'ignitable concentrations of flammable gases, flammable liquid-produced vapors, or combustible liquid—produced vapors are normally prevented by positive mechanical ventilation and which might become hazardous through failure or abnormal operation of the ventilating equipment, or (3) That is adjacent to a Class I, Division 1 location, and to which ignitable concentrations of flammable gases, flammable liquid—produced vapors, or combustible liquid—produced vapors above their flash points might occasionally be communicated unless such communication is prevented by adequate positive-pressure ventilation from a source of clean air and effective safeguards against ventilation failure are provided. REVIEW OF ELECTRICAL CLASSIFICATION August b, 2015 DEACON GILES DISTILLERY Page 4 NFPA 30—Drum and Container Filling As defined by NFPA 30, the NEC divisions are broken down further based on the distance from the vapor source: • Division 1 -Area inside the drum or container and within 3 feet of the vent and fill openings, extending in all directions. + Division 2 -Area between 3 ft and 5 ft from vent or fill opening, extending in all directions; also, up to 18 inches above floor or grade level within a horizontal radius of 10 feet from the vent or fill opening. Conclusion Based on the definitions of Class I (Divisions 1 and 2), both the still and the collection containers by the still and within 3 feet of the still could be classified as Class 1, Division 1. Due to the open collection of alcohol and the temperature of the distillery, it is assumed that alcohol vapors would be present during the process. The ventilation within the Distillery area will limit the amount of vapors. Areas 3 to 5 feet from the still and the collection container and along the floor within 10 feet of the container would be classified as Class 1, Division 2. Other areas would not be classified as Class 1 areas. As stated above in the Distillery Description, there will be limited combustible dust created and therefore no Class 2 electrical conditions are present. Similarly,there are no combustible fibers within the Distillery and therefore no Class 3 electrical conditions are present. If you have any questions, please do not hesitate to contact me. Sincerely H OF � JEFFRltY i E J DeMaine, P.E. No.41002 9FCIste4``��, File -6rl� r °a FIRE RISK MANAGEMENT, INC. 43 Broad Street Suite B401 •Hudson o MA •01749 508/405-4405 •207/221-1295(fax) :.k www.fireriskmgt.com August 6, 2015 J f( • lip A Mr. Jesse Brenneman (� Deacon Giles Distillery c75=CaZ ahStreet Salem,MA 01970 REVIEW OF ELECTRICAL CLASSIFICATION WITHIN A DISTILLERY SALEM,MA Dear Jesse: ro As requested, Fire Risk Management(FRM)has reviewed the information you have provided including the proposed layout,of the distillery in Salem,MA. DistiIIery Description The Deacon Giles Distillery is planning a new distilling area and tasting room at 75 Canal Street in Salem,MA. The space will contain three separate rooms: a public tasting room,the distilling room,and a storage room. The.proposed distillery is intended to occupy approximately 5,500 sq. ft.within an existing. industrial building,which is currently divided into multiple,separate tenant spaces. The stated plan for this distillery is to produce quantitiesbf a number of alcoholic beverages(spirits). To produce these various beverages, a still is being installed in the space,which will be used to produce the various liquids;a variety of alcoholic beverages with alcoholic contents ranging from 40%to 60%by volume. Based on discussions with you,the grains are milled for use in the still for the creation of spirits. The milt takes thegrains.and.`c,ra_cks'._'Ac-.kernels;for_fermenting_-Thexull_being,uscd,.croates.. _.. . particles approximately 1 millimeter in size. The milled grain is deposited into a hopper,which is immediately transported via auger to the.Mash Tun to create the wort. Although there might be combustible dust smaller than 420 microns, it is not likely that a dust explosion hazard.exists. There is no ignition source within the piece of equipment and all of the dust is confined. In addition,the mill,hopper, and auger are cleaned regularly to prevent cross contamination of batches. The wort is then fermented within the fermenter which creates a solution with approximately 10%alcohol by volume. This solution is then distilled through the use of the steam jacketed boilers. The alcohol that condenses is approximately at 40%ABV. The spirit can be distilled a second time to obtain alcohol at 60%-70%ABV. The distillation process is considered a closed system. The vapor from the boilers condenses directly into the collection containers. No alcohol vapor is released into the distillery room or warehouse. Alcohol with a 40%ABV has a flash REVIEW OF ELECTRICAL CLASSIFICATION August 6,2015 DEACON OILES DISTILLERY Page 2 point of approximately 79 F, while alcohol with a 70%ABV has a flash point of approximately 70 R Therefore, as the alcohol is being collected,vapor is assumed to be emitted during the process. After the spirits are in their finished states(40%to 60%by volume), they are either bottled or stored within wooden (oak) barrels for aging before bottling. An exact quantity that is likely to be stored in this facility at any one time is not specifically known at this time. It is intended that those products that will not require aging may be temporarily stored prior to being transferred into glass(750 in])containers,which will ultimately be stored within cardboard cases until shipped from the facility. Once transferred to the smaller glass containers, the product will only be stored on site for relatively short periods of time prior to being shipped to clients. It is anticipated that the maximum quantities would not exceed that permitted within the building code would result in a High Hazard Building Classification. Based on the parameters outlined in the International Building Code(113C), the occupancy classification that best"fits"this distillery operation would be that of a"Factory Industrial,F-1, Moderate-hazard" occupancy. The distillery is not separated from the warehouse area by fire rated construction. It Is assumed that there is a 1-hour fire separation between the distillery and the adjacent tenant: Also,the building is assumed to be provided with a wet sprinkler system as well as a fire alarm system. A ventilation system is to be provided within the distillery and warehouse to remove any vapors that may have been emitted from the distilling process. The ventilation system is required to meet NFPA 30(minimum of 1 CFM/square foot of floor area). Applicable Codes The following codes are applicable to this project: +_ Massachusetts State. Building...Code_.(MSBC) 8 : Edition (amended .version, of International Building Code(IBC)—2009 Edition) • Massachusetts Comprehensive Fire Safety Code (MCFSC) (527 CMR 1.00) (amended version of NFPA I —2012)as referenced by the MSBC. • NFPA 70, National Electric Code, 2014 edition as adopted and amended by 527 CMR 12.00(Massachusetts Electrical Code) • NFPA 30,Flammable and Combustible Liquids Code, 2012 Edition • NFPA 61, Prevention of Fires and Dust Explosions in Agricultural and Food Processing Facilities REVIEW OF ELECTRICAL CLASSIFICATION August 6, 2015 DEACON GILES DISTILLERY Page 3 Code Discussion Massachusetts Electrical Code/NEC . As adopted.by 527 CMR 12.00,the National Electrical Code provides the requirements for - electrical classifications for hazardous areas within buildings. NFPA 70 classifies locations based on their hazard.. Areas containing flammable gas,flammable liquid-produced vapor, and combustible liquid-produced vapor in quantities sufficient to produce explosive or ignitable mixtures are considered Class I locations. NEC—Class I—Combustible/Flammable Liquids/Vapors/Gas Class I locations are further broken into two divisions,Division 1 and 2. The definition of Division 1 locations is a follows: (1) In which ignitable concentrations of flammable gases,flammable liquid—produced vapors, or combustible liquid—produced vapors can exist under normal operating conditions,or (2) In which ignitable concentrations of such flammable gases,flammable liquid—produced vapors, or combustible liquids above their flash points may exist frequently because.of repair or maintenance operations,or because of leakage,or (3) In which breakdown or faulty operation of equipment or processes might release ignitable concentrations of flammable gases, flammable liquid=produced vapors, or combustible liquid—produced.vapors and might also cause simultaneous failure of electrical equipment in such a way as to directly cause the electrical equipment to become a source of ignition. The definition of Division 2 locations is a follows: (1) In which volatile flammable gases,flammable liquid—produced vapors, or combustible liquid-produced vapors are handled,processed,or used,but in which the liquids,vapors, or,gases wilI normally be confined within closed containers or closed systems from Which they can escape only in case of accidental_rupt re or breakdown of such containers or systems or m case of abnormal operation of equipment, or (2) In which ignitable concentrations of flammable gases, flammable liquid—produced vapors, or combustible liquid—produced vapors are normally prevented by positive mechanical ventilation and which might become hazardous through failure or abnormal operation of the ventilating equipment, or (3) That is adjacent to a Class I,Division I location,and to which ignitable concentrations of flammable gases,flammable liquid—produced vapors,or combustible liquid—produced vapors above their flash points might occasionally be communicated unless such communication is prevented by adequate positive-pressure ventilation from a source of clean air and effective safeguards against ventilation failure are provided. REVIEW OF ELECTRICAL CLASSIFICATION August 6,2015 DEACON GILES DISTILLERY Page 4 NFPA 30—Drum and Container Filling As defined by NFPA 30,the NEC divisions are broken down further based on the distance from " the vapor source: • Division I -Area inside the drum or container and within 3 feet of the vent and fill openings, extending in all directions. • Division 2 -Area between 3 It and 5 It from vent or fill opening, extending in all directions; also, up to 18 inches above floor or grade level within a horizontal radius of 10 feet from the vent or fill opening. Conelusion " Based on the definitions of Class I(Divisions 1 and 2),both the still and the collection containers by the still and within 3 feet of the still could be classified as Class 1,Division 1. Due to the open collection of alcohol and the temperature of the distillery, it is assumed that alcohol vapors would be present during the process. The ventilation within the Distillery area will limit the amount of vapors. Areas 3 to 5 feet from the still and the collection container and along the floor within 10 feet of the container would be classified as Class 1,Division 2. Other areas would not be classified as Class 1 areas. As stated above in the Distillery Description,there will be limited combustible dust created and therefore no Class 2 electrical conditions are present. Similarly,there are no combustible fibers within the Distillery and therefore no Class 3 electrical conditions are present. If you have any questions, please do not hesitate to contact me. SincerelOJDeMaine,P.E. tN OF ._. JE E 4 ON ado 9No.4100 2 90 F�lSTEA� 0 File �`�SS/OMAL /EAG v . David C. Macartney Code Consulting Services 45 Howard Street South Easton, MA 02375 Telephone & Fax: (508)-230-5963 MEMORANDUM TO: Edward O. Nilsson, AIA, Principal,Nilsson+ Siden Associates, Inc. FROM: David C. Macartneyp(/1'h DATE: December 23, 2014 SUBJECT: Deacon Giles Distillery, 75 Canal Street, Salem, MA This is to provide a summary of the applicable building code provisions pertinent to the proposed work for the new subject tenant. Based upon information provided by you and others,the following parameters are the basis for this summary: Building Construction Type= IIIB Previous occupancy of tenant space = Group S-1 Other tenants: Transmission Shop= Group S-1 (motor vehicle repair) Day Care Center=Group E & I-4 Auto Body Shop = Group S-I (motor vehicle repair) Fire Protection=Building equipped with automatic sprinklers The proposed tenant has been identified as a Group F-1 occupancy (distillery - production of beverages exceeding 16% alcohol content - Sec. 306.1) Per Sec. 912 of Chapter 34, the existing buildings code (2009 International Existing Buildings Code plus MA amendments), changes in occupancy are evaluated on the basis of whether or not they constitute increases in the relative hazard of the previously existing versus proposed new occupancy relative to means of egress(IEBC Table 912.4),heights and areas(IEBC Table 912.5), and exterior walls (IEBC Table 912.6). In all cases. there is no increase in the relative hazard with regard to any of these three categories of hazard. As a result, this partial change in occupancy does not require that the existing means of egress and exterior walls must comply with new construction requirements,nor is compliance required with the height and area limits of the code for new construction. A 1 hour fire separation assembly is required by Table 508.4 to separate this new occupancy from the other existing building occupancies. For the altered space,compliance is required with IEBC Chapters 6, 7 and 8 for the altered space. This will require compliance with the code for new construction for altered elements of the new tenant space. The tenant space has an approximate total area of 6,000 gross square feet,with 431 net square feet used as a tasting room, and approximately 200 square feet used as office space. The tasting room and office spaces are sufficiently small so as to qualify as accessory areas for purposes of occupancy classification, but are evaluated separately for purposes of determining occupant loads. The main distillery spaces are determined to have 27 occupants,using a floor area allowance of 1 person per Mr. Edward O. Nilsson Page 2 December 23, 2014 200 gross square feet from Table 1004.1.1. The tasting room is determined to have an occupant load of 29 occupants, using a floor area allowance of 1 person per 15 net square feet(assembly-tables and chairs)from Table 1004.1.1. The office is determined to have an occupant load of 2 occupants, using a floor area allowance of 1 person per 100 gross square feet from'fable 1004.1.1. This yields a total occupant load of 58 persons for the tenant space. In my opinion,the capacity and arrangement of the means of egress for the proposed occupancy complies with applicable building code requirements. The existing fire suppression sprinkler system should be evaluated to ensure that it is adequate for the hazard represented by the new occupancy. Also, the relocation of individual sprinklers will likely be required to accommodate the construction associated with the tenant fit-out. Portable fire extinguishers are also required for the new occupancy. CITY OF SALEM MASSACHUSETTS BOARD OF APPEAL 120 WASHINGTON ' ^� M 1 A l: STREET� SALEM,MASSA SEST OI`J�0 KIMBERLEYDRISCOLL TELE:978-745-9595 ♦ FAX:978-740-9846 FILE #r MAYOR CITY CLERK. SALEM,MASS". October 29th, 2014 Decision City of Salem Board of Appeals Petition of IAN HUNTER,requesting a Special Permit per Sec. 3.0 Table of Principal and Accessory Use Regulations of the Salem Zoning Ordinance, in order to allow a brewery,distillery or winery with a tasting room located at 75 CANAL STREET(Map 33 Lot 201)(114 Zoning District). A public hearing on the above Petition was opened on October 15th, 2014 pursuant to M.G.L Ch. 40A, § 11. The heating was dosed on that date with the following Salem Board of Appeals members present: Ms. Curran (Chair),Mr. Dionne,Mr.Watkins,Mr. Duffy,and Mr. Copelas. The Petitioner seeks a Special Permit from the provisions of Section 3.0 Table of Principal and Accessory Use Regulations of the Salem Zoning Ordinance. Statements of fact: 1. In the petition date-stamped September 24th, 2014, the Petitioner requested a Special Permit per Section 3.0 Table of Principal and Accessory Use Re ulakonr of the Salem Zoning Ordinance, in order to allow a brewery, distillery or winery with a tasting room. 2. The Petitioner,Mr. Ian Hunter and co-founder Mr. Brenneman,presented the petition. 3. The proposed brewery, distillery, winery is approximately 6,000 square feet with a 800 square foot tasting room. The proposed tasting room is no larger than 33%of the main building's square footage. 4. The requested relief, if granted, would allow the Petitioner to operate a brewery, distillery or winery with a tasting room. 5. The distillery will provide tours, sell commercial goods branded by the brewery, distillery, winery and sell beverages by the bottle to consumers for consumption off the brewery premises during designated public hours. 6. The tasting room will only provide samples at no charge and will be limited in size as set forth in M.G.L. c. 138. All staff will have a TIPS certification (Training and Intervention Procedures for Servers of Alcohol). 7. No additional parking is needed because it is an existing building. 8. The permitted hours of operation for the tasting room are Friday and Saturday from 12-5pm or 1- 6pm with the possibility of expanding hours into Thursday and Sunday seasonally dependent on Planning Board approval. 9. Deliveries to the facility will be made during regular business hours of operation Monday through Friday from 8am-4pm. The applicant will not have deliveries during drop-off and pick-up times of the daycare facility located within 75 Canal Street. 10. At the public hearing, three (3) members of the public spoke in opposition to the petition. Two (2) members of the public spoke in favor of the petition. City of Salem Board of Appeals October 29th,2014 Project:75 Canal Street Page 2 of 3 The Salem Board of Appeals, after careful consideration of the evidence presented at the public hearing, and after thorough review of the petition, including the application narrative and plans, makes the following findings: Findings The proposal is consistent with the definition of a tasting room Section 10.0 of the City of Salem Zoning Ordinance. 1. The distillery and tasting room will have minimal impact on parking, traffic flow and safety as this is a small business with few deliveries and limited public hours of operation. 2. There are many uses that could be allowed as of right in this building that would have a greater impact on parking. There will be three full-time employees that will be on-site during regular non-public business hours and the public will be limited to visiting the distillery to Friday and Saturday afternoons from 12-5pm or 1-6pm. 3. The distillery and tasting room will not impact the adequacy of utilities and other public services will not be changed. 4. The impact on the environment including drainage will not be impacted. 5. The neighborhood character will remain the same as there are no significant changes proposed to the exterior of the building. 6. The potential fiscal impact on the City's tax base is positive. On the basis of the above statements of facts and findings, the Salem Board of Appeals voted four (4) in favor (Ms. Curran, Mr. Watkins, Mr. Copelas and Mr. Duffy) and one (1) opposed (Mr. Dionne), to approve the requested Special permit to allow the addition of a tasting room to an existing brewery, distillery,winery subject to the following terms, conditions and safeguards: Standard Conditions: 1. The 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. Exterior finishes of the new construction shall be in harmony with the existing structure. 6. A Certificate of Occupancy is to be obtained. 7. A Certificate of Inspection is to be obtained. 8. Petitioner is to obtain approval from any City Board or Commission having jurisdiction including, but not limited to, the Planning Board. Special Conditions: 1. Hours of operation for the public to visit the distillery and tasting room will be limited to Friday and Saturday 12-5pm OR 1-6pm with the possibility of expanding hours dependent upon Board of Appeals approval. Xit)rof Salem Board of Appeals October 29th,2014 Project:75 Canal Street Page 3 of 3 2. Deliveries to the facility will be made during regular business hours of operation Monday through Friday from 8am-4pm and deliveries will be made on Canal Street only. The applicant will not have deliveries during regular drop-off and pick-up times of the daycare facility located within 75 Canal Street. 3. The Petitioner will conduct research on ongoing City plans for Canal Street improvements to understand whether there is a planned or existing cross-walk from in the vicinity to Canal Street and Gardner Street and request the possibility of a cross-walk be added at this location if there is not one proposed already. 4. The Petitioner will obtain all State and Federal permits including, but not limited to, the Commonwealth of Massachusetts issued Farmer Series License. 5. All retail sales at 75 Canal Street will be limited to the public hours of operation from Friday and Saturday from 12-5pm OR 1-6pm with the possibility of expanding hours dependent upon Planning Board approval. No retail sales from this Iocation may take place outside of approved public hours of operation. Rebecca Curran,Chair Board of Appeals A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND'I'I IE CITY CLERK Appeal from this decision, if any, shall be made pursuant to Section 17 of the Massachusetts General Lams Chapter 40A, and shall be fekd within 20 days of fs,&ng of this decision in the office of the City Clerk. Pursuant to the Massachuseffs General Lams Chapter 40A, Section 11, the Variance or Special Permit granted herein shall not take effect until a rnfry of the dechion beating the certificate of the City Clerk has been fled with the Essex Soutb Registry of Deeds. Certificate Number.Number: B-14-1249 f Permit Number: B-14-1249 i 1 Commonwealth of Massachusetts City of Salem I This is to Certify that 'the _..._ .__._... Comm Stora e Bttzlding . . located at Building Type 75 CANAL STREET in the City 0f Salem _ Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY LITTLE BEGINNINGS DAY CARE CENTET SANDRA ROSARIO 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 02, 2014 _^ Commbnwealth of Massachusetts ° C4 d City of Salem a q °~ 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595x5641 •��':y:'nM Return card to Building Division for Certificate of Occupancy Permit No. B-14-1249 in M FEE PAID: $165.00 P E: R M I T T(0) Ej" m%in I L 09 60 DATE ISSUED: 7/31/2014 This certifies that SALCO II, INC has permission to erect, alter, or demolish a building 75 CANAL STREET Map/Lot: 330201-0 as follows: Renovation BUILD OUT PARTITIONS IN EXISTING SPACE (AS SHOWN IN PLANS) Contractor Name: STEPHEN CUMMINGS DBA: Contractor License No: CS083956 rx,� 7/31/2014 Building Official ' 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 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 open for public inspection for the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are pro'videdon this permit. HIC#: "Persons contracting with unregistered contractors do not have access to the guaranty 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 r Y City of Salem 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595 x5641 Return card to Building Division for Certificate of Occupancy f Structure CITY OF SALEM BUILDING PERMIT " Excavation PERMIT TO BE POSTED IN THE WINDOW Fooling INSPECTION RECORD " Foundation Framing '� / Mechanical 1 Insulation 1/ INSPECTION: BY DATE ney/Smoke Chamber Final ' Plumb' g/ as Rough:Plumbing Rough:Gas Final 64V Jgfk . * us Electrical Service Rough Final Fire Department Pref .n Health Department Preliminary Final 1. Y Certificate No: 449-12 Building Permit No.: 449-12 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the _ CHURCH located at Dwelling Type ISI 75 CANAL STREET in the CITY OF SALEM Address Town/City Name I IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY ADONAI CHRISTIAN CENTER OF SALEM I I I 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 May 9,2012 d . . . ...... I GeoTMS®2012 Des Lauriers Municipal Solutions,Inc. --'-""-',-----'---'--'------'--'----'--'--------------- ---'-- ----------'--- 75 CANAL STREET 449-12 GIS#: 413 COMMONWEALTH OF MASSACHUSETTS 33 � Block: CITY OF SALEM Lot 0201 Category REMODEL I ,,;,,,gym;: Pemnt# ' ";x„ 449-,12�"� 4 BUILDING PERMIT Project# _ _ TS-2012-001014 >< Est Cost"'RE, ,u $70,000.00 ;;;, ` u Fee Chargcd:�' $775.00 Balance Due ` $ ou � � PERMISSION IS HEREBY GRANTED TO: IConst:Class:j "„ ``!, -.;: Contractor: License: Expires Use Group.ate'; ` , ( '' Burgos Construction LLC CONSTRUCTIO SUPERVISOR-09111 iLot`Slze(sq. ft.) 32348.9628i��_, '"� Zoning : tih B4 r.;?,, "s ' �= Owner: SALEM GLASS CO THE Units Gamed:t aApplicant: Burgos Construction LLC Un ts'Lost: "' 7 1 t;i AT: 75 CANAL STREET Dig Safe#: A ISSUED ON: 08-Nov-2011 AMENDED ON. EXPIRES ON: 08-Apr-2012 1 TO PERFORM THE FOLLOWING WORK: REMODELING EXISTING BUILDING TO BE USED FOR(THE ADONAI CHRISTIAN $NTER)FOR MORE INFORMATION ON THE BUILDING PLEASE SEE THE PERMIT APPLICATION jbh� POST THIS CARD SO IT IS VISIBLE FROM THE STREET Electric: Gas ; Plumbing yyyy Building Underground: Underground: Underground ya/t , ," Excavation: Service: Meter: 'L/ / Footings: Rough:,�/'1/1 4 ' Rough:OX.441�9�t Rough:dJr�,j�Zq/yj�pe Foundation: Final: Final: �t j jl�'a:�.Pt� Fhml:ta.`` _'l.i l�� Rough Frame: Fireplace/Chimney: D.P.W. Fire ^ Health Insulation: Meter: Oil: T /C!/'�^ Rouse9 Smoke: Final: M, 5/41A Water: Alarm: ` Assessor Treasury: [[ Sewer: Sprinklers: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UP ITS RULES AND REGULATIONS. Signature: Fee Type; Receipt No: Date Paid: Check No: - Amount: GE FOROWNER ERIODIC INSPECTIONS D��01131 08-Nov-1 l Call fo Per_-a t�$7/5 bunt/ CONSTRUCTION.SEE CURRENT BUILDING CODE 5�i?il ®.I�iAC667` CHAPTER 1 FOR LIST OF REQUIRED INSPECTIONS. Com-97&618-5641 TO SCHEDULE AN INSPECTION GeoTMS®2011 Des Lauriers Municipal Solutions,Inc. �.�ON1NT� " o v�r� YSDYE-AD 1Q� ~ CITY OF SALEM BUILDING PERMIT CITY OF SALEMt MASSACHUSETTS BOARD OF APPEAL C- 120 WASHINGTON STREET, 3RO FLOOR SALEM, MASSACHUSETTS 01970 TICLEPHONK: 978.745-9693 FAX: 978-740-9848 r DECISION OF THE PETITION OF FAMILY DOLLAR STORE REQUESTING A n v1 VARIANCE AND SPECIAL PERMIT FOR THE PROPERTY LOCATED AT 75 CANAL STREET B4 "I A hearing of this petition was held on April 19, 2006 with the following Board Members present:Nina Cohen, Chairman, Robin Stein, Richard Dionne,Nicholas Helides and Edward Moriarty. Notice of this 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. The petitioner is requesting a Special Permit per Section 5-2& 94 to add a Family Dollar Store to an existing multi use building and Variance from the off-street parking requirements for the property located at 75 Canal Street located in a B4 zone. The Variance which has been requested may be granted upon a finding of the Board that: a. Special conditions and circumstances exist which especially affect the land, building,or structure involved and which are not generally affecting other lands, buildings or structures in the same district. b. Literal enforcement of the provisions of the Zoning Ordinance would involve substantial hardship,financial or otherwise,to the petitioner. c. Desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent of the district or the purpose of the Ordinance. 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. The property is located in the B4 zone where retail is an allowed use. 2. The Petitioner proposed to occupy 9,253 square feet of space of which, 7,994 would be dedicated as retail area. 3. Section 7-3 of the Bylaws requires one parking space for every 150 square feet of retail space. Therefore, Petitioner needs 54 parking spaces. 4. Petitioner can only provide 17 parking spaces on site. 5. The Petitioner did not provide the Board with figures regarding the estimated number of trips per day or customer activity. J DECISION OF THE PETITION OF FAMILY DOLLAR STORE REQUESTING A VARIANCE AND SPECIAL PERMIT FOR THE PROPERTY LOCATED AT 75 CANAL STREET B-4 page two 6. The Petitioner represented that six to eight employees may also use the provided parking spaces at any given time. 7. Numerous neighbors spoke in opposition to the proposal. Most raised concerns that the project would exacerbate existing traffic and parking problems. 8. Additionally,the serious safety concerns for people routinely crossing Canal Street to access the property cause the Board to conclude that granting the requested variance would cause substantial detriment to the public good. 9. The Board did not find that due to any special and unique circumstance (s)of this land and/or building a literal enforcement of the Bylaws would result in a substantial hardship to the Petitioner. On the basis of the above findings of fact, and on the evidence presented at the hearing,the Board of Appeal concludes as follows. 1. Special conditions do not exist which especially affect the subject property and not the district in general. 2. Literal enforcement of the provisions of the Zoning Ordinance would not result in unnecessary hardship to the petitioner. 3. The relief requested cannot be granted without substantial detriment to the public good or without nullifying and substantially hardship derogating from the intent of the district or purpose of the Ordinance. Therefore,the Zoning Board of Appeal voted 0 in favor and 5 in opposition to grant the requested variances. Having failed to garner the four affirmative votes required to pass, the motion is defeated and the petition is denied. Variance&Special Permit Denied April 19, 2006 / Robin Stein Board of Appeal( ' N -- ` F%J fTi` F 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 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 of 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 passed 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 of Deeds and indexed under the name of the owner of record or is recorded and noted on the owner Certificate of Title. Board of Appeal A � n 7. ftl-� D c,t ©VIV LEUTE STREET PERMIT No 3 c'"co nniiitall - (Offrg of Ortoputor of 33ut1dtn0a Cay Hall, 196a Permission is hereby given lo�rt�ry�- to occupy for purposes in front of estate Wd. of sidewalk, of street. 'Chis permit is limited to 1 subject to the provisions of the ordinances and statutes in relatio to Sireels and the Inspection and Construction of Buildings in the City of Salem. Director of Public Services Inspect r o uildings Signature of Applicant PC24 2C 4.26.66 Cttp of Miatem, f ag!5atbU!5ett!6 ` Publir Vropertp Mepartment jguilbing Mepartment (One 6alem Oreen (978) 745-9595 Ext. 3so Peter Strout Director of Public Property Inspector of Buildings Zoning Enforcement Officer September 22, 2000 James Miller Salem Glass Co. 75 Canal Street Salem, Ma. 01970 Dear Jim: Due to neighborhood complaints relative to early loading and unloading, construction fabrication, noise and yard waste. I am sending you the ordinance, which applies to these issues with the hope that they can be resolved. I would like to make an appointment with you to see if we can settle this dispute. ` Sincerely. i Pete trout Building Inspector cc: Joe Walsh Councillor Driscoll Terry St. Pierre 45 Hancock St. . . ra NOISE CONTROL §22-2 ARTICLE I. IN GENERAL or on a motor vehicle on a public right-of-way or public space or in a Sec. 22-1. Certain noises prohibited gener- boat on public waters. ally. C. In such a manner as to create a noise (a) It shall be unlawful for any person to make, disturbance to any person other than continue, or cause to be made or continued any the operator of a device, when oper- loud, unnecessary or unusual noise or any noise ated by any passenger on a common which: carrier. (1) Endangers or injures the safety or health This subsection shall not apply to noncom- of humans or animals; mercial spoken language covered under- section 22-1. (2) Annoys or disturbs a reasonable person of normal sensitivities; or (2) Loudspeakerslpublic address systems. (3) Endangers or injures personal or real a. Using or operating for any noncom- property, which noise shall be termed a mercial purposes any loudspeaker, "noise disturbance" for the purposes of public address system, or similar this chapter. device between the hours of 10:00 p.m. and 8:00 a.m.the following day,. (b) Noncommercial public speaking and public such that the sound therefrom cre- assembly activities conducted on any public space ates a noise disturbance across a or public right-of-way shall be exempt from the residential real property boundary operation of this section. or within a noise sensitive zone. (Code 1973, § 16/2-1) b. Using or operating for any commer- cial purpose any loudspeaker,public address system or similar device such The following acts, among others, and the that the sound therefrom creates a causing thereof are declared to be loud,disturbing noise disturbance across a real prop- and unnecessary noises and to be in violation of erty boundary between the hours of this chapter, but such enumeration shall not be 6:00 p.m. and 10:00 a.m. the follow- deemed to be exclusive: ing day on a public right-of-way or (1) Radios, television sets, musical instru- public space. ments and similar devices.Operating,play- (3) Animals and birds. Owning,possessing or ing or permitting the operation or playing harboring any animal or bird which fre- of any radio,television,phonograph,drum, quently or for continued duration makes musical instrument, sound amplifier or sounds which create a noise disturbance similar device which produces, repro- across a residential real property bound- duces or amplifies sound: mY• a. Between the hours of 11:00 p.m. and (4) Loading and unloading, manufacturing 7:00 a.m. the following day in such activities.Loading,unloading or other han- manner as to create a noise distur- dling of boxes crates,containers or build- bance as set out in section 22-1 across ing materials or similar objects and the a real property boundary, except for engaging in manufacturing activities be- activities open to the public and for tween the hours of 11:00 p.m. and 7:00 which a permit has been issued by a.m. the following day in such a manner an appropriate authority in the city. as to cause a noise disturbance across a b. In such a manner as to create a noise residential real property boundary. disturbance at 50 feet (15 meters) (5) Construction and blasting. Operating or from such device, when operated in permitting the operation of any tools or Supp.No. 2 CD22:3 §22-2 SALEM CODE equipment used in construction or demo- if on private property or at 100 feet from lition work between the hours of 5:00 p.m. the source if on a public space or public and 8:00 a.m. the following day on week- right-of-way.For the purposes of this sub- days or at any time on Sundays or holi- section, the term 'vibration perception days, such that the sound therefrom cre- threshold" means the minimum ground- ates a noise disturbance across a residential or structure-borne vibrational motion nec- real property boundary, or the operation essary to cause a normal person to be of drilling and/or blasting equipment used aware of the vibration by such direct in construction, reconstruction, repair, or means, such as but not limited to sensa- demolition work between the hours of tion by touch or visual observation of 5:00 p.m. and 8:00 a.m. the following day moving objects. on weekdays or at any time on Saturdays, (9) Horns, signaling devices, etc. Sundays, or holidays, except for emer- gency work of public service utilities or by a. The sounding of a horn or signaling special variance issued by the building device on any automobile,vehicle e on any pursuant to this Code and noti- cle, streetcar or other vehicle on any fication to the police department. Any street or public place the city, special variance issued by the building except as a danger warning; the cre- inspector pursuant to this Code, shall device by means of any such signaling device of any unreasonably loud or first be approved by the city council. All harsh sound; and the sounding of building inspectors, in addition to police any such device for an unnecessary officers, shall be enforcing persons for the and unreasonable period of time. purposes of this subsection. b. The use of any signaling device ex- (6) Vehicle or motorboat repairs and testing. cept one operated by hand or elec- Repairing, rebuilding, modifying or test- tricity; the use of any horn, whistle ing any motor vehicle, motorcycle or mo- or other device operated by engine torboat in such a manner as to cause a exhaust; and the use of any such noise disturbance across a residential real signaling device when traffic is for property boundary. All building inspec- any reason held up. tors,in addition to police officers,shall be enforcing persons for the purposes of this (10) Automobile alarms. Unnecessary use of subsection. automobile alarms by remote control or any faulty or sensitive system. (7) Explosives, firearms and similar devices. (Code 1973, § 16/2-2; Ord. of 12-16-99, § 1) The use or firing of explosives,firearms or similar devices which create impulsive Sec. 22-3. Penalties. sound so as to cause a noise disturbance across a real property boundary or on a (a) Except as otherwise provided in this chap- public space or right-of-way, without first ter, any person who violates any section of this obtaining a special variance issued pursu- chapter shall be fined for each offense not more ant to this Code. Such permit need not be than $25.00. obtained for licensed game-hunting activ- ities on property where such activities are (b) Any person who willfully or knowingly vi- authorized. olates any section of this chapter shall be fined for each offense a sum of not less than $100.00 and (8) Vibration. Operating or permitting the not more than $200.00. operation of any device that creates vibra- tion which is above the vibration percep- (c) Each day of violation of any section of this tion threshold of an individual at or be- chapter shall constitute a separate offense. yond the property boundary of the source (Code 1973, § 161/2-3) Supp. No.2 CD22:4 4 Al I Citp of ia[em, ;ft1aggarbugett.5 Public Propertp Mepartment jguilbing Mepartment One balem &reen (97S) 745-9595 Cxt. 3SO Peter Strout Director of Public Property Inspector of Buildings Zoning Enforcement Officer September 22, 2000 James Miller Salem Glass Co. 75 Canal Street Salem, Ma. 01970 Dear Jim: Due to neighborhood complaints relative to early loading and unloading, construction fabrication, noise and yard waste. I am sending you the ordinance, which applies to these issues with the hope that they can be resolved. I would like to make an appointment with ' ra you to see if we can settle this dispute. Sincerely- Pete trout Building Inspector cc: Joe Walsh Councillor Driscoll Terry St. Pierre 45 Hancock St. } NOISE CONTROL §22-2 I ARTICLE I. IN GENERAL or on a motor vehicle on a public right-of-way or public space or in a Sec. 22.1. Certain noises prohibited gener- boat on public waters. ally. C. In such a manner as to create a noise (a) It shall be unlawful for any person to make, disturbance to any person other than continue, or cause to be made or continued any the operator of a device, when oper- loud, unnecessary or unusual noise or any noise ated by any passenger on a common which: carrier. (1) Endangers or injures the safety or health This subsection shall not apply to noncom- of humans or animals; mercial spoken language covered under section 22-1. (2) Annoys or disturbs a reasonable person of normal sensitivities; or (2) Loudspeakerslpublic address systems. (3) Endangers or injures personal or real a. Using or operating for any noncom- property, which noise shall be termed a mercial purposes any loudspeaker, "noise disturbance" for the purposes of public address system, or similar this chapter. device between the hours of 10:00 p.m. and 8:00 a.m.the following day, (b) Noncommercial public speaking and public such that the sound therefrom cre- assembly activities conducted on any public space ates a noise disturbance across a or public right-of-way shall be exempt from the residential real property boundary operation of this section. or within a noise sensitive zone. (Code 1973, § 161/2-1) b. Using or operating for any commer- cial purpose any loudspeaker,public Sec. 22.2. Noises enumerated. address system or similar device such The following acts, among others, and the that the sound therefrom creates a causing thereof are declared to be loud,disturbing noise disturbance across a real prop- and unnecessary noises and to be in violation of erty boundary between the hours of this chapter, but such enumeration shall not be 6:00 p.m. and 10:00 a.m. the follow- deemed to be exclusive: ing day on a public right-of-way or (1) Radios, television sets, musical instru- public space. ments and similar devices. Operating,play- (3) Animals and birds. Owning;possessing or ing or permitting the operation or playing harboring any animal or bird which fre- of any radio,television,phonograph,drum, quently or for continued duration makes musical instrument, sound amplifier or sounds which create a noise disturbance similar device which produces, repro- across a residential real property bound- duces or amplifies sound: ary. a. Between the hours of 11:00 p.m. and L(4) Loading and unloading, manufacturing-) 7:00 a.m. the following day in such k activities.Loading,unloading or other han- manner as to create a noise distur- dling of boxes,crates, containers or build- bance as set out in section 22-1 across ing materials or similar objects and the a real property boundary, except for engaging in manufacturing activities be- activities open to the public and for tween the hours of 11:00 p.m. and 7:00 which a permit has been issued by a.m. the following day in such a manner an appropriate authority in the city. as to cause a noise disturbance across a b. In such a manner as to create a noise residential real property boundary. disturbance at 50 feet (15 meters) (5) Construction and blasting. Operating or from such device, when operated in permitting the operation of any tools or Supp.No.2 CD22:3 §22-2 SALEM CODE equipment used in construction or demo- if on private property or at 100 feet from lition work between the hours of 5:00 p.m: the source if on a public space or public and 8:00 a.m. the following day on week- right-of-way. For the purposes of this sub- days or at any time on Sundays or holi- section, the term 'vibration perception days, such that the sound therefrom cre- threshold" means the minimum ground- ates a noise disturbance across a residential or structure-borne vibrational motion nec- real property boundary, or the operation essary to cause a normal person to be of drilling and/or blasting equipment used aware of the vibration by such direct in construction, reconstruction, repair, or means, such as but not limited to sensa- demolition work between the hours of tion by touch or visual observation of 5:00 p.m. and 8:00 a.m. the following day moving objects. on weekdays or at any time on Saturdays, (9) Horns, signaling devices, etc. Sundays, or holidays, except for emer- gency work of public service utilities or by device on any automobile,signaling motory- special variance issued by the building cle, streetcar or other vehicle on any inspector pursuant to this Code and noti- street or public place of the city, fication to the police department. Any except as a danger warning; the cre- special variance issued by the building axion by means of any such signaling inspector pursuant to this Code, shall device of any unreasonably loud or first be approved by the city council. All harsh sound; and the sounding of building inspectors, in addition to police any such device for an unnecessary officers, shall be enforcing persons for the and unreasonable period of time. purposes of this subsection. b. The use of any signaling device ex- (6) Vehicle or motorboat repairs and testing. cept one operated by hand or elec- Repairing, rebuilding, modifying or test- tricity; the use of any horn, whistle ing any motor vehicle, motorcycle or mo- or other device operated by engine torboat in such a manner as to cause a exhaust; and the use of any such noise disturbance across a residential real signaling device when traffic is for property boundary. All building inspec- any reason held up. tors,in addition to police officers,shall be (10) Automobile alarms. Unnecessary use of enforcing persons for the purposes of this automobile alarms by remote control or subsection. any faulty or sensitive system. (7) Explosives, firearms and similar devices. (Code 1973, § 161/2-2; Ord. of 12-16-99, § 1) The use or firing of explosives,firearms or similar devices which create impulsive Sec. 22-3. Penalties. sound so as to cause a noise disturbance across a real property boundary or on a (a) Except as otherwise provided in this chap- public space or right-of-way, without first ter, any person who violates any section of this obtaining a special variance issued pursu- chapter shall be fined for each offense not more ant to this Code. Such permit need not be than $25.00. obtained for licensed game-hunting activ- ities on property where such activities are (b) Any person who willfully or knowingly vi- authorized. olates any section of this chapter shall be fined for each offense a sum of not less than $100.00 and (8) Vibration. Operating or permitting the not more than $200.00. operation of any device that creates vibra- tion which is above the vibration percep- (c) Each day of violation of any section of this tion threshold of an individual at or be- chapter shall constitute a separate offense. yond the property boundary of the source (Code 1973, § 161/2-3) Supp. No.2 CD22:4 � S � , � � TO: Peter Strout FROM: Terryanne St. Pierre RE: Salem Glass Here are the copies of the police reports on Salem Glass. In one it states that I have been on the property and verbally abused the employees. Obviously this is not true I have never been beyond the sidewalk and have only asked them to not work before 8:00 AM. In fact I have been sworn at by the employees who are quite rude in the best of times. Also I am faxing these pictures of the yard and the fact that the way they park the trucks forces people to enter Canal Street from Hancock Street from the wrong side of the street causing a traffic hazard and a possible head on collision. Also note that they are using city property to work on. One picture shows them building on the trucks which are parked on Hancock Street. Anything you can do would be greatly appreciated. Also if you could take a ride by and check things out I think you will see first hand that they are way out of line. Wtri{s fo; any help you can provide. SincereEy, Terrye St. Pierre 09/16/08 1301. SALEM POLICE DEPARTMENT PAGE ; I v05l lNClDENT REPCST TTYR8IT -51 shift : A date : 08/29/00 TUESDAY :rg/ist -------------------------------------------------------------`------------------ ********** C 139 VIOL CITY ORDIN: NOISE CONTROL *Qrzv*zlr* 07:W7 * /n CANAL ST SAL 133 lJ : 260018 * SAW 52 * ID #: 16187 58 -51 : SALEM GLASS CO, Invo : WESSLING, DAVID 86/12/65 75 CANAL ST SALEM, MA 01970 call-back* 744-5177 *�* UNIT (S) *** 22 * SAL P PTL GAUDET PTL NOFTLE 58 -5B r) 07:07 d> 87:07 a> 07:07 c> 07: 17 k> h> 25 SAL P PTL GAGNON 58 - r> 07:07 d> a) c> k> h> *** COMMENTS *** 22 SAL 07:07:53 CD-139-SAW 56 - 22 SAL NO NOISE ON ARRIVAL. BUT SPOKE TO WORKERS ANYWAY. 58 ` ` ' ' ----------------------------'-'~--- '-------------- officer' s signature nate EALEM POLICE DEPARTMENT INnlfENT REPORT TTYRQi9 -5^ date : 09/08/00 FRIDAY saxw0wovs C C 910 POLICE-GENERAL REQ FOR Q7: 2S * 75 CANAL ST 00L S10 30� 26O895 * WORKERS STARTING EARLY 52 * ID #: 16187 1Q3-53. Comm: STPIERRE` TERRY A 01/13/57 027-4E-8248 45 HANCOCK ST GALEM, MA 01970-4643 Iovc : MILLER, JAMES 07/27/66 50 FREEDONHOLLOW R SALEMMA 01972i call-back# 744-5177 *+* UNIT (S) *** 22 * OHL P PTL R CONN PTL DOYLE r> 07:29 d> 07:29 a> 07i29 c> 07:47 k> h> *** COMMENTS *** 22 SAL 07:29: 23 C!)-910-WORKERS STARTING EARLY 1Q3- 22 SAL g7:47:31 CLEAR Los- 22 SAL OFFICER 3OYLE REPORTED TO SALEM GLASS AND SPOKE WITH 81 - 22 SAL THE COMPLAINTANT, STPIERRE, WHO STATED THAT SHE WAS UPSET 81 - 22 SAL WITH THE NOISE LEVEL CAUSED BY THE EQUIPMENT OF SALEM GLASS. 81 - 22 SAL THE OFFICER THE; SPOKE WITH JAMEb MILLER` DWNER, WHO STATED 81 - 22 SAL THAT HIS COMPANY IS A MANUFACTURING COMPANY AND THIS ALLOWS Sl - 22 SAL THEM TO OPERATE FROM 7:OWAM TO L1 :0@PM. 81 - 22 SAL STPIERRE AND MILLER EACH HAD A COPY OF THE CITY NOISE 61 - 22 SAL ORDINANCES. STPIERRE WAS REFERRING TO SECTION 22-2 81 - 22 SAL PARAGRAPH 5 WHICH STATES THAT C[]NS?RUCTIOx 'EDUIPMENT 1S NO ! 81 -w 22 SAL 6LLGWEU 10 OPERATE BEFORE 8:O0AM AND AFTER 5: 0%P;!. MILLER 81 -Si 22 CAL IS CONSIDERED A` MANUFACTURING COMPANY AND IS PLrERRING TO 81 -M 22 SAL SECTION 22-2 PARAGRAPH 4, STATES THAT MANUFACTURING 81 -61 E2 SAL CAN BE PERFORMED AFTER 7 :Q0AM UNTIL 11 :00AM. Al -61 22 SAL MILLER ALSO HAD A PROBLEM WITH STPIERRE COMING ONTO HIS 81 - 22 SAL PROPERTY AND VERBALLY ABUSING THE EMPLOYEES WHILE WORKING. 81 - 22 SAL HE WAS ADVISED TO POST THE WORK AREA WITH ' -Nb TRESPASSING`' at - 22 SAL SIGNS. 81 - 22 SAL 61 - - ____,______________________________ _______________ ofFicer` s signature �a�e TA/13/01 13: 0. SALEM POLICE DEPARTMENT PAGE: 1 v5. 3,' INCIDENT REPORT TTYpO15 -51 shift : C date : 09/07/00 THURSDAY org/lst ________________________________________________________________________________ C 145 DISTURBANCE-NEIGHBORS **rcv*clr* 17:21 * 75 CANAL ST 5AL 145 14� 260844 * NEIGHBOR DISPUTE LOUD MACHINE BEING OPERATED 52 * ID #: 16167 56 -51 Invn : HESSLING, DAVID 06/12/65 75 CANAL ST SALEM, MA 01979 *** UNIT(S) *** 22 * SAL P PTL DACY PTL RILEY 56 -56 r/ l7:21 d> 17:21 a> 17:21 c> 18 : 01 k} h> *** COMMENTS +** 22 SAL 17:21 :09 CD-145-NEIGHBOR DISPUTE LOUD MACHINE BEING OPERATE 56 -- 22 22 SHL 18:01 :08 CLEAR ADVISED 56 - 22 SAL ON ABOVE DATE AND TIME, RESPONDED TO SALEM GLASS ON 88 ` 22 SAL A NOISE COMPLAINT. THE ABOVE FOREMAN WAS ADVISED TO STOP 88 - 22 SAL OPERATING LOUD MACHINE EQUIPMENT DUE TO NEIGHBORS as - 22 SAL COMPLAINlNG. 98 - ` ' / ----------------------------------- _____-__-______ officer' s signature date h � . i` I s ,I o a I � I a All f1 k �r . a / yy f a� 1 1 ' t r l ' 1 / r k /S fi Fe`s f� �� a �:r 1�r1 n ♦ �_I,irFl,(TT�� ♦. :.r � �f��k'L l ; '•i It t.. }:. { �J( . nMy � � ��y.r}N " (�E IT•" � r� iZ` I r I i l r : 1 17"�Ia ' {j !I f IQ 'I ' w+,yy ✓I ddb{�, F r1�L'�e I I �. i L�IL .i� � ✓ ��1 �.✓y y� q i s�'�r �'�lC@ -�cc _s cif J fj s T �N kl� , " ( .�( P� i .' tie'Gt r; EE� `"✓ I S � -TI �''q;� ✓ �r,�� t,r,�'t 'l i: fiS �� d`�i �� y I -� I�t.>r c +•'.��/'~��r�/� h a f t '� 'l kq � f r � A U V 1 4 P�+ A � i b' ✓ y �J '�� i4 S,`y' }1 .dx .r ��i'1� ,�., 3 d':K I ! f , , ► �� "5.'�� pvcY i� �, f�Y�i��d 1 1 �.X "'Ki !�' 4 f ,s L � f i ✓ef X14V , / �'i0� a r �1t Y�`''�7', ✓ 4 �� 'G v��Pp✓(��Ix til✓7�I�f i !t� I � ��3f.�}4 1 � `''z S; ° I �x i 4 -t� ✓ 1 l �it7� ✓Nx Y f3 W � _ �•'� ° FSI; � �' ;: f�H 4 t `S "fi`R� ,v r" t V �it s 7 , Alf (� 41 ot -14 - �I �� _, Y �� Citi � `{■ � a7 , � / "�7 "` .� � s ��, 3F.:h I ...�-'STr '✓ Ifi Ik ilt !� �.? t> s! t� s h M 4� +pry r✓ ��i I rh. _ 4 r 7 r . I �_.. .W. iI 1� t fit � RI Ifl- ! Ip ' I : 1#fF§{ k�� f L f"4 'II r�M1;s � r.'y4 ) � �I I �_ i.' •.�. lE IX R,y�•4M 4Y _ ,J ]f I I� z r1 1 Jd rs' t I t t r 1 it " It tti !! t it 5 h The residents of Hancock and Gardner Streets have the following issues with Salem Glass. 1. Noise pollution: Salem Glass continues to work before 8:00 AM and after 5:00 PM. During the spring, summer and into fall they use lower Hancock, Canal and lower Gardner Streets as their work area, including the sidewalk and streets. They move the cutting machinery as close to the open overhead doors due to the lack of any type of air conditioning system. This increases the noise level considerably. 2. Traffic Hazard: The parking of Salem Glass trucks against the curb and then next to these the tractor trailer trucks park causing there to be a very narrow single lane forcing residents to enter Canal Street from the wrong side of the street. The possibility of a head on collision is greatly increased. Many of the residents of Hancock street find this of great concern. 3. Yazd condition: When I moved to Hancock Street approx. 7 years ago this lot was primarily used for employee parking. Some storage but very little. This lot is now a trash site containing rusted barrels full of scrap metal, a dumpster, a storage container and mounds of trash related to their business. Along with this they no longer have parking available to employees thus they park along Hancock and Gardner Streets making parking for residents difficult. The condition of the yard also significantly impacts the property values in a negative manner. CITY OF SALEM, MASSACHUSETTS 5 PUBLIC PROPERTY DEPARTMENT O' 120 WASHINGTON STREET, 3RD FLOOR ��IIN6 SALEM, MASSACHUSETTS 01970 STANLEY J. USOVICZ, JR. TELEPHONE: 978-745-9595 EXT. 380 MAYOR FAX: 978.740.9846 December 7, 2005 D.M.B. Construction Inc. 69 Swanton Street Winchester, Ma. 01890 RE: Building Permit Application For75 Canal Street (Family Dollar Store) Dear Owner: We have received your application for a building permit for 75 Canal Street. At this time I am denying the building permit due to zoning. The building is located in a B-4 zone which allows retail uses. However, the property at 75 Canal Street is a non conforming structure because of this status, Section 8-4 of the Salem Zoning Ordinance applies. This section states that "no such structure may be enlarged or altered in any way which increases it's non-conformity except as provided for in Section 8-6 "Special Permits". The increase in this case applies to the additional parking required for a retail business (I space for each 150 sq. feet of gross floor area,excluding storage areas) Therefore, it is my opinion that both a Special Permit to alter a non-conforming structure and a Variance from required numbers of parking spaces will be required. Also, the proposed project will require `site plan review" approval from the Planning Board. If you have any questions, please contact me directly. Since Thomas St. Pierre Zoning Enforcement Officer Building Commissioner cc: Lynne Duncan, City Planner Councillor Matt Vena, Ward 5 JOHN R. LUTZ CORPORATION P.O. BOX 2070 SOUTH HAMILTON, MA 01962 Date 617-466-4655 RE: Our Job No. TO We are sending you (herewith X) ]C (under Separate Cover Art. Shop Drawings Schedules Bulletins Job Plans Somples Reports n Copies, Sheet Dated Prepared By Description/SqLiject-= u - cxn WHICH ARE: For your Approval -Approved Resubmitted for Approval Approved as Noted For your Files Revise R Resubmit For your Use Not Approved Submit Quotation Furnish Copies for Distribution REMARKS: C: JOB/FILE Very truly yours, John R Lutz Co rporr tion l reuse Mid Permit Bond �. GROUP Lumbermens Mutnul Casualty Company Ao rlioais Corynratioe - American Motorists Insurance Company An tltinois Corporation American Manufacturers Mutual Insurance Corupany Bond No.._... --.. ._._. ____.-.---. -_-----------__---- An Illinoie C.'PaI 1.1 Know all men by these presents, dial_ _John._R.__Lutz__Corporation---...----------..--_--------- P_..o.__Bax_ 2070-.......Hamilton, ._MA.._ 0193.6_. ., l Adreea) as Principal and 1`hr, thul'rsigned Surety, are hrld and firmly bound unto . the. ,City_ of Salem, MdSs— ... 4ChUs-etts ...- ------_-- -.._.__._... as Obligee, in the penal sunt of .. _- . One Thousand and No Cents _ ..._ Dollars ($l, OAO_ r _..-.--). lalrftd money i)f Ill, Ulincli st dcs, for whtcil payulent well and truly to he mad, we bimi nut stl Vis, our=fieirs, ex-r ' ecutors, aduiinisb'atots, surcc5sors and 'assigns, jointly and sevci'ally, ftrn'dy by these presents. u1M t-r.; side, alKry`Permiittwit'dtltl.�dt� `I G1.ck c5l i� ft.�5t 1.3fi,' lu ttt: �-� r "rl Now, therefore, IIIet,ondition of this obltaatiou is such, that if said Plinupit-s1111TfAithfullym perform the duties of such liamsee or licrnlitee, isn't in all (Inuits coolphl with tlw ixdixonees, rel ,,and r ulations`" ;t.pl-m-twining thereto, Own Illk obligation shall be void, otherwise to reulaiu in full forte and cffe''tr'"until_ ---__mune-_.3D....._-- ........ . - -- This bond nny he lenninated ;it any tiu,e by the Surety upon seudirlg notice ill writing, by registered mail, to file clerk of die nnlnicipadil v witli iwrnn d'iis bolill is filo aml at the expiraliun of thirl�- (30) dat=s from the tnail- ing of said notice, thu lial,ility of such Surety is thereby let luiwacd ;uid cmicelled; and provided further, drat nothing herein shall affuet aup fight or lia"idity which shall have aarnlczl under this bend prior to the date of such termination. SIGNI,11, scnded awl dated tliis____3-O.th__-...---_day of --June-- -_ -.__. .__--__-/.��119�_$�8.. Principal "W ----------- Countersigned: June 30 , 1988 Surcty:pmeri¢ah Motorists.....Insurance--Company-...--_.- Elliot, Whittier, Hardy, & Roy tin„ et C, ,Nmy Grs ilnt Agent Ry. t.�-cL .. . _--.. _. 4oanicp trrga;rtant: i�fConutieig Infornuitioil � _,__ a�,�>��n�u»� Pioducei N:uneE.11iot Whittier- Hardy-- & -Roy- � oPAOA�r,+tet� Address . -57, Putnam--St ;- Winthrop MA- --- a, �lEA&.d_ Producer Code 4 Seod one Copy- of the bund to Ya.r super. 2y /4 tx4ts visin9 oft"e on the wme cloy u.cnIIed. ryWApumnpNin"`P FK735.1 1 84 101,1 em n'reo m us.e. Ida r`AG@f111 ocrlillvM LUMBiyRMENS MUTUAL CASUALTY COMPANY .Long Grove, Illinois 60049 1 I GROUP POWER OF ATTORNEY �J Serial No. A 100 116 Dated 10113/07 KNOW ALL MEN BY THESE PRESENTS: That the LUMBERMENS MUTUAL CASUALTY COMPANY, a corporation organized and existing under the laws of the State of Illinois,and having its principal office in Long Grove, Illinois, does hereby appoint JAu1 as„ R.QYa, li st It. fldrd7 J.r Juditb A. Vehrlio,, 3tev n F., more its true and lawful agent(s)and attorneys)-in-fact,to make,execute,seal,and deliver during the period beginning with the date of issuance of this power and ending December 31, 1987, unless sooner revoked for and on its behalf as surety, and as its act and deed: ADMINISTRATORS & EXECUTORS BONDS, provided the amount of no one bond exceeds $50,000 wheE2bond emount is double the appraised value of all personal property of the estate, otherwise$25,000(NO AUTHORITY granted where estate involves a goingg b�iness or where Principal had prior custody of assets or where Principal is indebted to the estate or where a bond wa��....gqrevioy_j filed U-the same estate); LICENSE & PERMIT BONDS, provided the amount of no one bond exceeds $10,000(NO AUTHORI Fiipanted for bondSlnvolvmg financial guarantees, credit guarantees or the payment of taxes); PUBLIC OFFICIAL BONDS, provided the amoynj of no one bon exceeds $10,000(NO AUTHORITY granted for bonds covering Sheriffs,Constables and other Process Serving Officials)?PLAIN-rTHS COUWr--BONDS such as Cost,Removal, Replevin and Attachment Bonds,provided the amount of no one bond exceeds$5,000;`(,t;f0 AUffHORITY granted for any bond where Defendant is the Principal); LOST SECURITIES BONDS provided the amount of no oneesb&rhd exceeds $5,`000. (NO – AUTHORITY granted for any bond covering bearer or negotiable instruments.) NO FURTHER AUTHORITY G&NTEO— This authority does not permit the same obligation to be split into two or more bonds in,order to bring each surhibond wThin the larlimit of authority as set forth'herein. on cc, This appointment may be revoked at any time by the LUMBERMENS MUTUAL CASUALTY COMPANY. The execution of such bonds and undertakings in pursuance of these presents shall be as binding upon the said LUMBERMENS MUTUAL CASUALTY COMPANY as fully and amply to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office in Long Grove, Illinois. THIS APPOINTMENT SHALL CEASE AND TERMINATE WITHOUT NOTICE AS OF DECEMBER 31, 1987. IN TESTIMONY.WHEREOF,the LUMBERMENS MUTUAL CASUALTY COMPANY has caused this instrument to be signed and its corporate seal to be affixed by its authorized officers as of the date of issuance. Attested Certified: .' LUMBERMENS MUTUAL CASUALTY COMPANY 9EA➢:: R. H. ohnson,Secretary By G. H. Kasbohm, Vice President ST E OF ILLI CIS ss C NTY OF COOK I, nevieve .Huff,a Notary Public,do hereby certify that G.H.Kasbohm and R.H.Johnson personally known to me to be the same persons whose names are r ecti ly as Vice,President and Secretary of the Lumbermens Mutual Casualty Company,a Corporation of the State of Illinois,subscribed to the foregoing instrum appeared before me this day in person and severally acknowledged that they being thereunto duly authorized signed,sealed with the corporate seal and delivered the said instrument as the free and voluntary act of said corporation and as their own free and voluntary act for the uses and purposes therein set forth. rvE s — My commission expires: May 5, 1986 Genevieve B. Huff, Notary Public CERTIFICATION I,Sven L.Johanson,Secretary of the Lumbermens Mutual Casualty Company,do hereby certify that the attached Power of Attorney is a true and correct copy and that the same has been in full force and effect since the date thereof and is in full force and effect on the date of this certificate;and I do further certify that the said G.H.Kasbohm and R.H.Johnson who executed the Power of Attorney as Vice President and Secretary respectively were on the date of the execution of the Attached Power of Attorney the duly elected Vice President and Secretary of the Lumbermens Mutual Casualty Company. IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the Lumbermens Mutual Casualty Company on this day of , 19 . Sven L. Johanson, Secretary This Power of Attorney limits the acts of those named therein to the bonds and undertakings specifically named therein,and they have no authority to bind the Company except in the manner and to the extent herein stated. PRODUCERS SPECIAL POWER FIDUCIARY—DOUBLE LIMIT FA 733-3 PRINTED IN U.S.A. This Power of Attorney is executed by authority of a resolution adopted by the Board of Directors of said LUMBERMENS MUTUAL CASUALTY COMPANY on May 18, 1965 at Chicago, Illinois, a true and accurate copy of which is hereinafter set forth and is hereby certified to by the undersigned Secretary or Assistant Secretary as being in full force and effect: "VOTED, That the President or any Vice President or Secretary or any Assistant Secretary shall have power and authority to appoint agents and attorneys in fact, and to authorize them to excute on behalf of the Company, and attach the seal of the company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and any such officer of the company may appoint agents for acceptance of process." This Power of Attorney is signed,sealed and certified by facsimile under and by authority of the following resolution adopted by the Board of Directors of the company at a meeting duly called and held on the 20th day of May, 1975: "VOTED,That the signature of the President,any Vice President, Secretary or Assistant Secretary,and the Seal of the Company, and the certification by any Secretary or Assistant Secretary, may be affixed by facsimile on any power of attorney executed pursuant to resolution adopted by the Board of Directors on May 18,1965, and any such power so executed, sealed and certified with respect to any bond or undertaking to,which it is attached, shall continue to be valid and binding upon the Company." erryanne St. Pierre 45Hancock Street Salem,MA 01970 Phone 978-741-5560 Fez 978-745-0450 Home Phone 978-741-8677 August 07, 1998 Salem Glass Company 75 Canal Street Salem,MA 01970 Dear Sir or Madam, In recents months it is clear that the activity at your place of business has increased significantly. Along with this increase in activity is a disturbing effect on the neighborhood. This increase has brought along with it an incredible noise factor that with some consideration for the neighboring homes could be somewhat reduced. I am not expecting that there be no noise from a place of business such as yours but lately it has been ridiculous. The constant screeching of machines from early morning until sometimes after six is out of hand.Perhaps you should consider installing fans or air conditioning so that the overhead doors may remain closed while all this heavy machinery is being used.Keep in mind that your workers are equipped with,I'm sure, state of the art ear protection,the neighbors are not. Another complaint I have is that trucks pull up and drivers leave the motors running for hours while products are off loaded. Along with the contribution to noise is the exhaust fumes that invade my home. If you do not believe me with regards to either of these issues,noise and fumes,I'll be happy to invite you into my home so that you may witness first hand the invasiveness of your business on my ability to enjoy any peacefidl moments in my home during your work hours. Please adopt some consideration for your neighbors.Consider installing air conditioning,with the obvious increase in business I'm sure it's affordable as well as deductible.No doubt your workers would appreciate it as well. Also,please have the trucks tum off their engines while standing and finally please make an attempt to keep your yard clean,though this is has hardly any significance compared to the maddening noise. I thank you in advance for any changes that I know you will make to improve the quality of life for those around you. Sincere , ZZryaV cc: Salem Police cc.Bill Kelley,Ward Councilor Terryanne St.Pierre 45 Hawwck Sweat Men,MA 01970 Phone 978-741-5560 Fax 978.745-0450 Home Phone 978-741.8677 t e August 07, 1998 Salem Glass Company _ 75 Canal Street Salem,MA 01970 Dear Sir or Madam, In recents months it is clear that the activity at your place of business has increased significantly. Along with this increase in activity is a disturbing effect on the neighborhood.This increase has brought along with it an incredible noise factor that with some consideration for the neighboring homes could be somewhat reduced.I am not expecting that there be no noise from a place of business such as yours but lately it has been ridiculous.The constant screeching of machines from early morning until sometimes after six is out of hand.Perhaps you should consider installing fans or air conditioning so that the overhead doors may remain closed while all this heavy machinery is being used.Keep in mind that your workers are equipped with,I'm sure,state of the art ear protection,the neighbors are not. Another complaint I have is that trucks pull up and drivers leave the motors running for hours while products are off loaded. Along with the contribution to noise is the exhaust fumes that invade my home. If you do not believe me with regards to either of these issues,noise and fumes,I'll be happy to invite you into my home so that you may witness first hand the invasiveness of your business on my ability to enjoy any peacefidl moments in my home during your work hours. Please adopt some consideration for your neighbors.Consider installing air conditioning,with the obvious increase in business I'm sure it's affordable as well as deductible.No doubt your workers would appreciate it as well. Also,please have the trucks turn off their engines while standing and finally please make an attempt to keep your yard clean,though this is has hardly any significance compared to the maddening noise. I thank you in advance for any changes that I know you will rake to improve the quality of life for those around you. Sincerel cc: Salem Police cc.Sill Kelley,Ward Councilor ESSc A -- 45 Hancock StreetPtAPtF`� z � Salem, .:A 01970 * 4 9 u MARED FROM ZIP CODE 0 i 9 7 Cj City of -Salem Bu;.?ding Inspector 1 Salem Green Salem, AIA 01970 Attn: Kevin Gogg n O t •i76-371'4 .01 111 III I h ;111, „II i„ L,� I I JII N II„I � { 1 1 E i 11 1 t 11111 11111 11 k 1 1 1� 11 11 11 11 , t UNITED STATES TESTING COMPANY, INC. CLIENT: Kahrs International, Inc. NUMBER: 094765 TEST RESULTS: The best results, calculated in accordance with ASTM E-84-86 for Flame Spread and Smoke Developed values are as follows: Test Specimen: Kahrs Longstrip Flame Spread Index* : 145 Smoke Developed value* : ** *Graphs of the Flame Spread , Smoke Developed and Time-Temperature are shown in Figures 1, 2 and 3 at the end of this report. **Due to the extreme heat generated by the sample, the test was terminated at 6 minutes. No smoke developed value could be calculated . OBSERVATIONS: Ignition was noted at 40 seconds along with charring, crackling, and peeling of the specimen directly exposed to the flame. Also observed were flaking, flaking embers and floor burning as the flamefront advanced the complete length of specimen at 2 minutes 47 seconds . Considerable afterflame and afterglow were evident upon test completion ( 6 minutes) . qP0 m2' lit gym' J� sn ao trf W hobokena wvool) r• 1. 001is Larry Hanawalt New England Division sales Manage, 131 Tosca Drive Stoughton,MA 02072 (617)34 i-2881 Mass.1-800462-1181 N.E. 1.800-255-1600 JOHN R. LUTZ CORPORATION P.O.F30X 2070 SOUTH HAMILTON,MA 09962 ( ^� e17-4uO-4655 RE:_��ti Our .lob No. Tj We are sending you (herewith xxx ►,�^ / �g-�-L (under Separate Cover C7 C7 Shop drawings Schedules -std Bulletins lob Plans y" Co rrn co Samples Reports � v m *pier Sheet Dated Prepared By Description/StWIect cn AIL 0TTEZr i -f�Ari`e.., P LAp t hL i1CH ARE: For your Approval Approved Resubmitted for Approval Approved as Noted For your Files ��t Revise b Resubmit For your Use Not Approved Submit Quotation Furnish Copies for Distribution -.MARKS: JOB/FILE Very truly yours, John R. utz Co *ratio J J ry " , 1 F j Western Surety Company J , J c J , , LICENSE AND PERMIT BOND (For County, City, Town or Village Only) ; KNOW ALL MEN BY THESE PRESENTS: BOND No. L U P- 50591887 A 1 " That we, Hollett Building Corporation y " " of the city of Salem State of Massachusetts as Principal, and the WESTERN SURETY COMPANY, a Corporation duly licensed to do business in the State of Massachusetts , as Surety, are held and firmly bound unto the City of Salem , State of Massachusetts Obligee, in the penal (Valid only when a County, City,Town or Village is named as Obligee) sum of One Thousand and no/100 ($ 1,000.00 ) DOLLARS (NOT VALID IF FILLED IN FOR MORE THAN $25,000.00) lawful money of the United States, to be paid to the said Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, jointly and severally by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the said Principal has been licensed to put staging on sidewalk at 75 Canal Street Salem MA by the said Obligee. NOW THEREFORE, if the said Principal shall faithfully perform the duties and in all things com- ply with the laws and ordinances, including all Amendments thereto, appertaining to the license or per- mit applied for, then this obligation to be void, otherwise to remain in full force and effect for a period commencing on the 14th day of June 19 89 , and ending on the 14th day of June. , 19_9_O_, unless renewed by continuation certificate. This`'l&' :may be terminated at any time by the Surety upon sending notice in writing to the clerk of the(Polltical'Subdivision with whom this bond is filed and to the Principal, addressed to them at therPolitical Subdivision named herein, and at the expiration of thirty-five (35) days from the mail- ing of said Iiotice"this bond shall ipso facto terminate and the Surety shall thereupon be relieved from ��. atty;;l`f�aliihty fo zany,acts or ommissions of the Principal subsequent to said date. s ;,;Dated this , 14th day of June 19 89 Hollett Building Corporation ��`retero1"Rtit tt�cc+R'e` ,`0 Principal " Principal Countersigned �,/ WESTERN SURETY . COMPANY �J By � [�rA z# By Resident At President ACKNOWLEDGMENT OF SURE STATE OF SOUTH DAKOTAS (Corporate Officer) County of Minnehaha j ss fi On this day of 19 , before me the undersigned officer, personally appeared Joe P. Kirby who acknowledged himself to be the aforesaid officer of the WESTERN SURETY COMPANY, a corporation, and that he as such officer, being authorized so to do, F executed the foregoing instrument for the purpose therein contained, by signing the name of the corpor- ation by himself as such officer. IN WITNESS WHEREOF, I have hereunto set my hand and officials 1. J.RHONE "— NOTARY PUSWC S " SOUTH DAKOTA �, 849-10-82 "�,., .�'�' ,<."'.;.=�„'2e.,8..,:,+ Notary Public, South Dakota mm il ACKNOWLEDGMENT OF PRINCIPAL (Individual or Partners) STATE OF ))) 33 County of F ' V. On this day of 19— , before me personally appeared F ' F e e F � F J J known to me to be the individual—described in and who executed the foregoing instrument and acknowledged to me that_ he — executed the same. v My commission expires - 19— Notary Public ACKNOWLEDGMENT OF PRINCIPAL (Corporate Officer) STATE OF ss County of On this day of 19 , before me, personally appeared who acknowledged himself to be the of , a corporation, and that he as such officer being authorized so to do, executed the foregoing instrument for the pur- poses therein contained by signing the name of the corporation by himself as such officer. My commission expires 19 Notary Public H " r O r"w 04 oz rn zPk G w z ) r wE3 o Vd y,v r HOLLETT BUILDING CORP. L IEUT °Lr�i OF UQQMSMODUMIL 64 Albion Street WAKEFIELD, MASSACHUSETTS 01880 ^ •iil 'titan -OATEI'I" r )i/1 JOB NO. RTTENTI N "245.13 l/ RE: J/2 R ClE!". CTf i i'f'f Jt:�F,. i IHSS. WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications Copy of letter ❑ Change order ❑ COPIES v _DAT NO. DESCRIPTI N lig l THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑/For your use [I Approved as noted EISubmitcopies for distribution I� As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMAR COPY TO SIGNED: PRooum 2402 O1rc c:am.am 01471. It enclosures are not as noted, kindly notify us at on e. FREDERICK STRENZ, P.C. STRUCTURAL CONSULTING ENGINEER JAN 1, 7 spy ROCK RILL ROAD kNCHESTER,"AMSErm 019" pp*I I Jan. TcLEPHop.E;617-54&4554CITY OF SAI�" S. Donald P. Bulens Vice President Salem Glass Co. 75 Canal Street Salem '°a. 01 "'7D -JIN l 21988 =?ef . I ew crane syste;ia for the Q: r('P_ t, L;ul-illing at /':, "'u;al ::t. -ale.r, 'a. Dear '4r Rulens, the structural steel frame and the reinforced concrete footings are designed to support a crane live load of 2tons plus the dead load of the supporting structure asper my drawings and as per amendments. rederick Strenz RECEIVED JAN 14 1988 HOLLETT HiLDING CORP. JOB STATUS REPORT Salem,Elderly,Housing'677-7A,'Broad`Stree� TAC Contractor: Rene C-tamarre Go.-Inc--- _ - Report Date 7/08/88 Demolition Roofing Site Excavation Sash/Glazing Electric Frame Partitions Plumbing Exterior Walls Doors/Frames Fire Protection Floors/Roof Finishes HVAC Specialities Comments First field meeting held. Contractor to start work at site by end of week. cli c r_ IM P N rn x mm M{ 63 7,` n do ep yy E'r1 D S � Distribution, Bu'il'ding Department RCSabir TAC J. Carroll TAC R. Peters TAC. File Signed , THE ARCHIT TS COLLABORATIVE 46 BRATTLE STREET CAMBRIDGE, MA 0 2 1 3 8 JOB STATUS REPORT Salem Elderl Housing 677-7A, Broad Street TAS Contractor: Rene C. Lamarre Co. Inc. Report Date 7/22/88 Demolition 40% Rooting Site Excavation Sash/Glazing Electric Frame Partitions Plumbing Exterior Walls Doors/Frames Fire Protection Floors/Roof Finishes HVAC Specialities Comments Demolition proceeding, having started last week. Sample cleaning of brick has been done at rear of bldg. Dumpster at site. Distribution Building Department R. Sabin TAC J. Carroll TAC R. Peters TAC. File Signed THE ARCHITECTS C0LLA8ORATIVE 46 BRATTLE STREET CAMBRIDGE, MA 0 2 1 3 8 JOB STATUS REPORT Salem Elderly Housing 677-7A, Broad Street TAC Contractor: Rene C. Lamarre Co. Inc. Report Date 8/05/88 Demolition 85% Roofing Site Excavation Sash/Glazing Electric Frame Partitions Plumbing Exterior Walls Doors/Frames Fire Protection Floors/Roof Finishes HVAC Specialities Comments Structural engineer has reviewed demolition work to develop requirements for suplementary framing. Distribution Building Department R. Sabin TAC J. Carroll TAG R. Peters TAC File Signed THE ARCHI ECTS COLLABORATIVE 46 BRATTLE STREET CAMBRIDGE, MA 0 2 1 3 8 JOB STATUS REPORT Salem Elderly Housing 677-7A, Broad StreetTAC Contractor: Rene C. Lamarre Co. Inc. Report Date 8/19/88 Demolition 90% Roofing Site Excavation Sash/Glazing Electric Frame Partitions Plumbing Exterior Walls Doors/Frames Fire Protection Floors/Roof Finishes HVAC Specialities Comments Health Dept. requested fumigation due to rodent activity. Existing fuel tanks contain fuel and must be pumped out. Distribution Building Department R. Sabin TAC J. Carroll TAC R. Peters TAC. File Signed THE ARCH E C T S COLLABORATIVE 46 BRATTLE STREET CAMBRIDGE, MA 4 2 1 3 8 w JOB STATUS REPORT Salem Elderly Housing 677-7A, Broad Street TAC Contractor: Rene C. Lamarre Co. Inc. Report Date 9/02/88 Demolition 95% Roofing Site Excavation Sash/Glazing Electric Frame Partitions Plumbing Exterior Walls Doors/Frames Fire Protection Floors/Roof Finishes HVAC Specialities Comments Fuel tanks have been pumped out. Structural engineer has presented addnl. structural requirements revealed as a result of the demolition. Existing boiler has been disassembled in place, laid in the boiler pit and will be "concreted-in." Excavation to start for stair/elevator addition and porch piers. Distribution Building Department R. Sabin TAC J. Carroll TAC R. Peters TAC. File Signed THE ARCH ECTS COLLABORATIVE 46 BRATTLE STREET CAMBRIDGE, MA 0 2 1 3 8 JOB STATUS REPORT Salem Elderly Housing 677-7A, Broad Street TAC Contractor: Rene C. Lamarre Co. Inc. Report Date 9/16/88 Demolition 95% Roofing Site Excavation 75% Sash/Glazing Electric Frame 5% Partitions Plumbing Exterior Walls Doors/Frames Fire Protection Floors/Roof Finishes HVAC Specialities Comments Excavation revealed existing foundations to be large random irregular stone. Misc. steel has arrived and pipe columns are being erected in the basement. Forming footings for these columns and setting rebars. Distribution Building Department R. Sabin TAC J. Carroll TAC R. Peters TAC. File Signed �� THE ARCHITECTS COLLABORATIVE 46 BRATTLE STREET CAMBRIDGE, MA 0 2 1 3 8 ' JOB STATUS REPORT Salem Elderly Housing 677-7A, Broad Street TAC Contractor: Rene C. Lamarre Co. Inc. Report Date . 9/30/88 Demolition 99% Roofing Site Excavation 95% Sash/Glazing Electric Frame 8% Partitions Plumbing Exterior Walls Doors/Frames Fire Protection Floors/Roof Finishes HVAC Specialities Comments Pouring basement column footings. Foundation walls for stair/elevator addition being formed and rebars set. Setting first floor steel columns. Distribution Building Department R. Sabin TAC J. Carroll TAC R. Peters TAC. File Signed THE ARCHITECTS COLLABORATIVE 46 BRATTLE STREET CAMBRIDGE, MA 0 2 1 3 8 JOB STATUS REPORT fSalem-Elderly,Housmg 677-7B, Bridge-St. Co ntractor:-De-luiius Bros.Construction Co. Inc. TAC Report Date 6/03/88 Excavation Sash/Glazing Site Foundation Partitions Electric Frame Doors/Frames Plumbing Exterior Walls Finishes Fire Protection Floors/Roof Specialities HVAC Roofing Comments; First field meeting held. Contractor to start work at site next week. C") cr C3 N L r nrn E7 P.n P.rr +s7 �� m T-o rn b ti V1 to W DistributionBuilding Department R Sabin TAC J. Carroll TAC R. Peters TAC File Si ned THE ARCHITECTS COL LARORATIVE 4 6 B R A T T L E S T R E E T C A M B R I D G E M A S S JOB STATUS REPORT Salem Elderly Housing 677-7B, Bridge St. Contractor: De lulius Bros. Construction Co. Inc. TAC Report Date 6/17/88 Excavation 65% Sash/Glazing Site Foundation 5% Partitions Electric Frame Doors/Frames Plumbing Exterior Walls Finishes Fire Protection Floors/Roof Specialities HVAC Roofing Comments; Footing formwork started. Rebar placement started, west and north wall footing. Concrete placement started. Existing 6" water line capped between Bridge St. sidewalk and existing parking lot. Distribution Building Department R. Sabin TAC J. Carroll TAC R. Peters TAC File Sicined THE ARCHITECTS COLLABORATIVE 4 6 B R A T T L E S T R E E T C A M B R I D G E , M A S S n JOB STATUS REPORT Salem Elderly Housing 677-78, Bridge St. Contractor: De lulius Bros. Construction Co. Inc. TAC Report Date 7/01/88 Excavation 75% Sash/Glazing Site Foundation 45% Partitions Electric Frame Doors/Frames Plumbing Exterior Walls Finishes Fire Protection Floors/Roof Specialities HVAC Roofing Comments; Foundation wall poured last week had been stripped, waterproofed and backfilled. Preparations underway to pour @ 85 feet of additional foundation wall, finishing south wall and into east wall. Distribution Building Department R. Sabin TAC J. Carroll TAC R. Peters TAC File Signed THE ARCHITECTS CO LLA B 0 R A T I V E 4 6 B R A T T L E S T R E E T C A M B R I D G E , M A S S JOB STATUS REPORT Salem Elderly Housing , Bridge St. TAC Contractor: De Julius Bras.s. Construction Co. Inc. Report Date 8/15/88 Excavation 75% Sash/Glazing Site Foundation 70% Partitions Electric Frame Doors/Frames Plumbing Exterior Walls Finishes Fire Protection Floors/Roof Specialities HVAC Roofing Comments; Severe heat has been a problem. Work has been stopped at midday because of the high temperature within the foundation work area. All foundation walls have been poured except for @ 20 feet at northwest corner. Finishing removal of interior wall forms. Exterior will have waterproofing and insulation applied by end of day. Distribution Building Department R. Sabin TAC J. Carroll TAC R. Peters TAC File Signed ll THE ARCHITECTS COLLABORATIVE 4 6 B R A T T L E S T R E E T C A M B R I D G E , M A S S JOB STATUS REPORT Salem Elderly Housing 677-7B, Bridle St. Contractor: De Julius Bros. Construction Co. Inc. TAC Report Date 8/29/88 Excavation 75% Sash/Glazing Site Foundation 85% Partitions Electric Frame Doors/Frames Plumbing Exterior Walls Finishes Fire Protection Floors/Roof 5% Specialities HVAC Roofing Comments; Grading and compaction of basement slab area has been completed. Concrete floor slab for the basement was being poured. The remainder of the foundation wall, except for the entrance ramp and steps, has been poured and stripped. Distribution Building Department R. Sabin TAC J. Carroll TAC R. Peters TAC File Signed 12,2 THE ARCHITECTS COLLABORATIVE 4 6 B R A T T L E S T R E E T C A M B R I D G E M A S S ` JOB STATUS REPORT TAC Salem Elderly Housing 677-76, Bridge St. Contractor: De lulius Bros. Construction Co. Inc. Report Date 9/12/88 Excavation 75% Sash/Glazing Site Foundation 85% Partitions Electric Frame 20% Doors/Frames Plumbing Exterior Walls Finishes Fire Protection Floors/Roof 40% Specialities HVAC Roofing Comments; Building foundations are complete. Accessory foundations remai,,il to be done. The basement floor slab has been poured. Interior frame bearing partitions on the basement slab are complete. First floor joists are complete and plywood subflooring has started. Distribution Building Department R. Sabin TAC J. Carroll TAC R. Peters TAC File Signed THE ARCHITECTS COLLABORATIVE 46 B R A T T LE STREET CA MB R I DG E MASS. JOB STATUS REPORT Salem Elderly Housing , Bridge St. TAC Contractor: De Julius Bros.s. Construction Co. Inc. Report Date 9/ 26/$$ Excavation 75% Sash/Glazing Site Foundation 85% Partitions Electric Frame 25% Doors/Frames Plumbing Exterior Walls 15% Finishes Fire Protection Floors/Roof 40% Specialities HVAC Roofing Comments; First floor framing and subfloohng is complete. Non bearing partition studding has not been started in the basement. Exterior wall framing for the first floor has been completed. Second floor joists and bearing partitions starting. Distribution Building Department R. Sabin TAC J. Carroll TAC R. Peters TAG File Signed �w THE ARCHITECTS COLLABORATIVE 4 6 B R A T T L E S T R E E T C A M 8 R I D G E M A S S + JOB STATUS REPORT TAC Salem Elderly Housing 677-76, Bridge St. Contractor: De lulius Bros. Construction Co. Inc. Report Date 9/09/88 Excavation 75% Sash/Glazing Site Foundation 85% Partitions Electric Frame 45% Doors/Frames Plumbing Exterior Walls 30% Finishes Fire Protection Floors/Roof 45% Specialities HVAC Roofing Comments; Exterior wall framing at second floor completed and third floor bearing partitions, joists and flooring started. Distribution Building Department R. Sabin TAC J. Carroll TAC R. Peters TAC File Signed V THE ARCHITECTS COLLABORATIVE 4 6 B R A T T L E S T R E E T C A M B R I D G E M A S S JOB STATUS REPORT Salem Elderly Housing 677-7B, Bridge St. Contractor: De lulius Bros. Construction Co. Inc. TAC Report Date 9/23/88 Excavation 75% Sash/Glazing Site Foundation 85% Partitions Electric Frame 60% DoorslFrames Plumbing Exterior Wails 45% Finishes Fire Protection Floors/Roof 50% Specialities HVAC Rooting Comments; Exterior wall stud framing at third floor completed and interior studding starting. Sample brick panel reviewed. Electrical and plumbing roughing started. Distribution Building Department R. Sabin TAC J. Carroll TAC R. Peters TAC File Signed Zel ,cn THE ARCHITECTS COLLABORATIVE 4 6 B R A T T L E S T R E E T C A M B R I D G E M A S S JOB STATUS REPORT Salem Elderly Housing 677-78, Bridge St. TAC ' Contractor: De Julius Bros. Construction Co. Inc. Report Date 10/07/88 Excavation 75% Sash/Glazing 2% Site Foundation 85% Partitions Electric Frame 85% Doors/Frames Plumbing Exterior Walls 60% Finishes Fire Protection Floors/Root 70% Specialities HVAC Rooting Comments; Roof trusses up. Roof sheathed. Walls sheathed. Electrical and plumbing roughing continuing. HVAC ductwork started. Installation of windows starting. Roofing had been starting but shingle bundles found defective and being returned. Distribution Building Department R. Sabin TAC J. Carroll TAC R. Peters TAC File Signed THE ARCHITECTS COLLABORATIVE 4 6 B R A T T L E S T R E E T C A M B R I D G E , M A S S .: 1 f ,r 4 e r� a ,a� x , 11 f f 0 : { /hC 701t ;r/ nrvP' ---� -- IN 11 -------------- r - F 1 - I ; I I ti o a I i r FAV. rli All 'Ar \ ,Y it 0 FTS c r _ I ' � z :. :. r. I , C I ILI fw 4,10 CO 1 .7 x x L7 1 fee T � 1 .. G y 3 " { c '- I � OF .M A , o 9 E II R I ISTE i ON,E I 1 �. ET L _•�3 _ / L� Gam?" ,�" , .r 1 , G _ _ GG S 7 A21 C f11M 0111:71r/97 14AIS a . . : r f L , PAUL E. Af NAA 4 S 'dam' � 4LYATES ConsulUn E sneers RA/ REE IM. NT _ U2IB�J - 617J 849 _ ,9 .� 5 3 I NIFU aTE STREET PERMIT N° A6 (Offire of 3nepertnr of Vuilbingu City Hall, ZTONE 5� 19 Permission is hereby given to J:JZ2,LTr NG7 (:!>gR_ to occupy for `OP(ShRUCIZONSt,4& N(Q purposes in front of estate SxLe)"1 GZ,4r1 Wd. slow 7s �Ni+(_ of sidewalk, . I of street. 'Chis permit is limited to SL*+*bZ 19M subject to the provisions of the ordinances and statutes in relation to Streets and the Inspection and Construction of Buildings in the City of Salem. Director of Public Seraic¢s Ins p or of Buildings Signature of Ap icanl vu� zo 4-20-66 l N0. ) City of Salem _ Ward Y E 0 I APPUCATION FOR PERMIT TO BUILD ADDITION, MAKE-ALTERATIONS OR NEW CONSTRUCTION IMPORTANT-Applicant to Complete aM itmns in sectbns:4 IL U4 N,and IX. L _ AT t.00ATION1 1 LLvrw G.� pgi"ICT. LOCATION 1 rv OF , �IYLSd� + AM icndMsmsn 6noMSmffn BUILDING LOT_ SUBOMSION LOT_BLOCK Siff II. TYPE AND COST OF BUILDING-All;appik anf$complete Parts A-D A. TYPE OF IMPROVEMENT D. PROPOSED USE•FOR"DEMOUTION"USE MOST RECENT USE 1 ❑ New euddIny RaelCentiY - Nomom oenal 2 ❑ AAdllbn ra nadwMW.enmmmbw of new 12 ❑ Om kn* is ❑.manes rt radeamrnl nouaurt undo added.d am:w patD.1N3 7B ❑ Cleucn.cow mhgl i3 ❑ Aaem ISM2a0ael of units hrrrtly,-En, M/wmOY 2013 l 21 se era 4 ❑ per ROW repwCwnere 14 ❑ TraTransient1M,ordr Transient IIaW.nw 0newY' 22 Servioa atuorL rePee ewnse I Everneaterwurm 5 23 ❑ Mde0Y1.enandYon•I of umy w mudii g w Part a 13) 15 ❑ Gmgp 24 ❑ Orb,bank Iaolanoawl s ❑ Mwrrp lrabcawn) 18ciuisw 25 PuNc uWily 7 ❑ Fwndwmn oMy - 20 ❑ m Sd"M y,ado emmusinel t7 ❑ aw.'moo' 27 dratm eentop S.OVVNF,RSXIP 28 ❑. TWu,_woves s Pthab 1r4w duaL m0ormmn.mnpe5l 29 ❑ .SOeCdy rwiMbn,W-) 9 ❑ Pubic iFecks Slab,or locid Oownrren C.COST IOmtowgw NpMebwwel-Deepee w 09W podord ur a b Achinge,e.d.,bad drdcess"prt f matJerw e1101%WW&V bU' '—at hasp"aim wary sawal aecwdwv eehaol:cdaest 10. Cow a mpoearrwa s / .SWIM t>•1Ma19 04nBe bf depnenwe Sbn,maw GMW buadam,Oahe building it a1dI1e11Iw pbwl.t uM Of MYerm buedym w beam Clwrlted.anrr ixapaMd USE. 0.awedOut not nelrrde0 a "�1 ^ we aaove met AArY.+�ing1�'L/ f�X1 b. Me me G lleeears.er aprrdworiq d.Otwr lebendr.ecl 1 t. TOTAL COST OF MW"ONELENT IIL SELECTED CHARACTERISTICS OF BUILDING -For new buiMings and adddb m complete Parts E-L:dernoiftm complete oniv Parts J&M,all others skip to IV E. PRDICIPAL TYPE OF FRAME F. PR ; T1?E OF XEATMO AM fL TYPE SEWAGE DUIPOSAL L TYPE OF 30 ❑ MomeVlwataearap) 33 Gaa 40 PutaCorprryalacoamly Wa F14 32 weal 3613 �bV 41 ❑ PrMY 1..p1e ML MC.) 4e 33 Raeeorbq oaerar 38 M. TYPE ATER SLsePLT yya Hera by an waardrr 34 ❑ Otee-SW* 39 VW-Sp WV 42 , .Prlaa or orhah ewwww 46 ❑..� 47 No 1 4V-4 43 ❑ P O lwel.asarlt 4 J.DIMENSIONS M:, DEMOLITION OF STRUCTURES: orb NurrMr w alOrwf ____..._..._.._.__.._..._...-...._._.. .,.'. 49, my imam lw,011100, Has Approval from Historical Commission been received a.:flows DUN an 9a � Y@S_ NO_ for any structure over fifty(50)Years 50- TOW lane area f6 R.___— Dig Safe Number K.NUYSER OF OFF-STREET PAMUNG SPACES Pat Control: HAVE-THE FOLLOWING UTILITIES BEEN DISCONNECTED? 51 ou mwa... Yes No L RE9mBITlAl WJLWM OW 4f Willir vie . . Sa. FJlCI01a0 Flu .591A1er: 6k'Mlntsr at,- -. _ _ . . . - _"DOCUMENTATION FOR THE ABOVE MUST BE ATTACHED Pa4at BEFORE A PERMIT CAN BE ISSUED. .- .-. . IV. COMPLIETE THE FOLLOWING: Historic District? Yes_ No_ (ff^Place e1111cl documentation from Hisi.Can:) Conservation Area. , Yes_ No_ IN Ya Please enclose Order of Conditions) Has Fire Prevention approved and stamped plans or applications? Yee= . N6L - Is property located to the S.RA district? Yes_ Comply with Zoning? Y No_ ("o,enclose Board of Appeal decision) Is lot graindlat ie. Yea- No_ (If yes,submit document lion/lf no,submit Board of Appal decision) If newsoorretructian:has the proper Routing Slip been enclosed?, Yes_ W Is Architectural Access Board approval required? Yes_ No-�—/'(If yes,submit documentatbn) Massachusetts State Contractor License# i"g�J 9� Salem Lieensa-# Home Improvement Contractor# Haneowners Exempt form(d applicable) Yes_ Nb CONSTRUCTION,TO BE COMMENCED WITHIN SIX(B)MONTHS OF ISSUANCE_ OF BUILDING PERMIT, ubmit CONSTRUCTION IS TO BE COMPLETED BY: i an extension to the I necessary,Blase s. �� in writing to the Inspector of Buildings. Zv�G V. IDENTIFICATION-To be completed by all applicants NNW mwv adarm•maiw,abet W,aM am ZLP Code TtL No. t.. Qd Owww m _ . 2. IVIKNAnsl, ? Apa 01161 O116 Z r coamnr - Umm Nor S090c4D� Arent or rYlprrw .. I hereby cerUly tiwt the pro work isedby the owner of record and that I have beat aulhorized by the owner to make tis h application as his authortz anent we agreea2=to all aoDllcable laws of this iurisdiction. Signature Ammon date 00 NOT WRITE BELOW THIS LINE VI. VALIDATION _ Building - _ ..,. _ . - FOR DEFARTMIENr USE OW Permit number Building _ use Gray Permd issued 19— Fire Gmoq Building Permit Fee $ Certificate of Occupancy s Approved by. Drain Tile `_ ... . . $ Plan Review Fee _. . $ .. Tm.E NOTES AND Data•(For department use) 'jlEn< /7- o LT c¢/� Ti /✓S//9/sS/O / f 12cma d. -e- al- 67-0R4-6X_ 44C-A-Wref. j 7i+ #Z40w PERMIT TO BE MAILED TO: Q Q I DATE MAILED: 1 Constriction to be started by. Completed by r r L VI ZONING PLAN EXAMINERS NOTES DISTRICT USE FRONT YARD SIDE YARD SIDE YARD REAR YARD NOTES SfTE OR PLOT PLAN •For Applicant Use O N i sis 7 �i i 5� 1 42- The Commonwealth of Massachusetts' ° INSpEC IO A yED Department of Public Safety j J p Massachusetts State Building Code(780 CMR) NAB SER Building Permit Application for any Building other than a One-or Two-F elling /�E$ (This Section For Official Use Only) 5 7 Building Permit-Number: Date Applied: ' I Building Official: SECTION 1:LOCATION(Please indicate Block#and Lot#for locations for which a street address is not available) V ) No.and Street City/Town Zip Code Name of Building(if applicable) I SECTION 2.PROPOSED WORK T 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 Addition❑ Demolition ❑ (Please fill out and submit Appendix 1) Change of Use Change of Occupancy C'- Other ❑ Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes 9'-' No ❑ Is an Independent Structural Engineering Peer Review required? n Yes ❑ No ❑ Brief Description of Proposed Work: G�.N, e" \6� )�Cp 6 Cat i�A`\ 1>c 6, V n v O SECTION 3:LOMPLETE 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 34) ❑ Existing Use Group(s): !- IProposed Use Group(s): — SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) QN '� Total Area(sq.ft.)and Total Height(ft.) \ SECTION 5:USE GROUP(Check as applicab e A: Assembly A-1❑ A-2❑ Nightclub ❑ A-3 ❑ A-4❑ A-5❑ B: Business ❑ E: Educational ❑ F. Facto F-1 RT F2❑ H: High Hazard H-1❑ H-2❑ H-3 ❑ H-4❑ H-5❑ I: Institutional I-1❑ 1-2❑ I-3❑ I-4❑ M: Mercantile❑ R Residential R-10 R-2❑ R-3❑ R4❑ S: Storage S-1 ❑ S-2❑ U: Utility❑ Special Use❑and please describe below: Special Use: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA ❑ IB ❑ IIA ❑ IIB ❑ IIIA ❑ IIIB TV ❑ 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: A trench will not be Licensed Disposal Site❑ Public t9� Check if outside Flood Zone Indicate municipal � Private❑ or indentify Zone: or on site system❑ required❑or trench or specify: f permit is enclosed❑ Railroad right-of-way: Hazards t0 Ai[Navigation: AIA.Hstorc Commission Review Process: Not ApplicableEY� Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed❑ Yes❑ or No 61 Yes❑ No ETJ SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s),- Type of Construction: Occupant Load per Floor: Does the building contain an Sprinkler System.. Special Stipulations: SECTION 9: PROPERTY OWNER AUTHORIZATION Nnand Address of Property Owner a\ yv ems_ -��Lt.' \DS1 Name(Print) No.and streee City/Town Zip Property Owner Contact Information: �� °�'^1-� -I I I �' tM,112('(JS'�1y/wV��Ct . bojy\ Title Telephone No.(business) Telephone No. (cell) J e-mail addres If applicable,the property owner hereby authorizes Name Street Address City/Town State 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 35,000".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 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 or Construction License No. and Type if Applicable Street Address 1 �1�\ {� ' }� City/T wn State Zip f WV l/ C) l- "9-�- blo ,M'Pt G , Telephone No.(business) Telephone No. cell --r a mail address SECTION 11:WORKERS COMPENSATION INSURANCE AFFM.,\VrC 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 ❑ SECTION 12 CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)_$ 1.Building $--2�0 OCJI--) Building Permit Fee=Total Construction Cost x (Insert here 2.Electrical $ `b 0-1� appropriate municipal factor)_$ 3.Plumbing $ % V'o 4. Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipality) 5.Mechanical (Other) $ Enclose check payable to 6.Total Cost $ 'e—) vcro (contact municipality)and write check number here SECTION 13:SIGNATURE O BUILDING PERMIT APPLICANT By entering my name below,I hereby attest under th ,pa" and penalties of perjury that all of the information contained n this application is true and accurate to the best of edge and understanding. 1 Please pr' . and sign name (1 Title Telephone tyo. Date Street Address City/ wn State Zip Municipal Inspector to fill out this section upon application approval: 14/ Name Date �C �Y fJ�T �� . C�� l� . +�� lu-�25o `� The Commonwealth of Massachusetts ' ` , , � Department oE Public Safety M�issechuse[[s Sta[e BuilJing Code(780 CN(R) 6uilding Permit Application for any Building other than a One-or Two-Family Dwelling �(This Section Fur Officiel Use Only} � 6uilding Permit Numbcr: Date Applied: Buildi�ig Official: SECTION 1:LOCA�CfON(Please indicate Block p and Lo[R fot locations for which a sheet address is not available) 7 i C',�,v—�L Sfi- �_q c.f_,.-� r��97v Na and Strce[ GK N�C�ity/Town Zip Code Name of 6uilding(if applicable) . � � � SECTION 2:PROPOSED WORK �� Editinn of MA State Cqde.uscii�_ If Ncn Construction check here�or check aIl that apply in the two rows below � � Existing 8uilding n . Repaie� Afteration ❑ Additiun❑ Demolitiun O (Please fill out and submit Appendi.e 1) Changc of.Use O f' .Cliangc of Oaupanry ❑ . Othcr ❑ Specify: � ---. ..--� �Are buildiiig�plans anil/or construction ducumen[s being supplied as port of this permi[�pplicatiun? Yes O No ❑ , Is an Independent Structur�il Engineering Pcer Revicw ruyuired? Ycs ❑ No ❑ � Brief Desui tion of Pio osed Work: /�� c P �. /�.�P �—�a.� Cn-c"t ' ��f t'c�23 �ti ��7i�b . a I7��-'Fd .S HlJw�i.v �' � I"�( .Ayf� . • � ' � . _. . . •1,I }�- '. -.- �SECTION 3:COMPLETE THIS SECTION 1F EXISTING 6UILDING UNDERCOING RENOVATION,ADD[T[ON,OR� - � �` �� `� � CHANCE IN USE OR OCCUPANCY -. � � ' . � ,Check here ff an Existing Building InvesHgation and Evaluation is enclused(See 780 CMR 34) ❑ � ' Existing Use Group(s): �Piopo"sed Use Group(s): � SECTION 4:BUILDING HEIGHT AND AREA .. � Existing Pruposed � No.-.of Fluors/Sturics(include b�sement levels)&Arc1 Per Floor(sy.f[.) Tbtal Arca(sq. ft.)and Tutal Height(ft.) � � . � � � SEC'I[ON S:USE GROUP(Check as applicable) . ' � . - � , A: Assembly A-1 ❑ A-2❑ Nightdub ❑ A-J ❑ A�1❑ A-5� B: 6usiness ❑ E: Educational ❑ � ' F: Facto F-l❑ F2❑ � H: Hi h Hazard H-1❑ H-2❑ H-3 ❑ H-4❑ HS❑ � � � L• InstituHonal I-1 ❑ 1-2❑ 43❑ l-1❑ M: MercanHle❑ �R: Residential R-1❑ R-2❑ R-3 O R-{❑ '(• S: Storage S-1 ❑ S-2❑ U: Utility❑ Special Use O and please describe below: . . Special Use: � � SECTION 6:CONST2UCCION 7'YPE(Check as applicable) � !A ❑ f0 ❑ IIA ❑ I[13 ❑ IIIA ❑ � IIIB ❑ [V ❑ VA ❑ VB ❑ _ . SECT[ON 7:SITE INFORMATION{refer to 780 CMR i11A for details on each ifem) � � 4Vater Supply: Plood Zone Information: � Sewage Disposal: �Trench Permit. Debris 2emoval: Public❑ Check if nutside Fluod Zone❑ Indicatc mm�icipal❑ A trench will not be Licensed Dispusal Site❑ •' required O ur trench or specify: Private❑ or indentify Zone: or on site system❑ vrrmit is endosed❑ . . ... .. . _�. - . - � . . Rd1�10d�[I�fl�-Of-Wdy.� ♦ ^ f�aLa(1�5I0 t�if VlVlg�k106 AI�,_I_InLcu C�,n,nni�si rtR vi�,'�� I ioccaK. Nut Applitablc❑ Is Structure within airport approach ama? Is thcir review coinpleted?.�.�.�. ur Consent to 6uild endused ❑ , Ycs� ur Nu❑ Ycs 0 No ❑ SECTION 8:CON'PEN'f OP CHRTIFICA'CE OF OCCUPANCY . , , fidition of Cudr. Osc Croup(s): Typu of Constructiun: Occupan[Loud per Flooe - � Does the building contiin an SprinklerSystem?: Speci�l Stipulations: �'1 $ --Z� � � � % / ��1,� v � c��.� �/�i I�'� _ � SEC7'ION 9: PROPER'I'Y OWNE2 AUTHORIZATION Namc and Addmss of Properly Owncr , . � , � ��/�'i�,� /'Z��!_F%L � ` L'L'1fNOGOCo � Km1/ ^�CJFM �'/970 Name(Print) No.and Street � City/Town ZiP Property Owncr Contact Infomiation: � . . � 6.v L-��— - - � . Title Telephone No.(business) 'felephone No. (cell) e-muil addcess If applic.ble, Nie property mvner hemby au[horizes Name Street Address City/Town State Zip to act on the ro er owner's behalf,in all matters relative fo wqrk authorized b tli�s buildin ermit a lication. � - SECTION 10:CONSTRUCTION CON'CROL(Please fill out.Appendirz 2}_ �. � � . lE buildi�i is less than 35;000 ca(t.of enclased s ace aml or nu[wider Construction Control then check here�nnd ski Sec[ion 10.1 _. 101 Re� istered Professional Res onsible for Constructibn Control � � � � � _. TOn�,nt�v�.�. R��2 ��layo $/.Y/ Name(RegisMant) Telephone Na e-mail.�ddress � Registration Numbcr � ��eC1V Y�rICE St �C r_.�t .� � �U2Clt •• Strcet Addmss City/Town State Zip Discipline_��.. � Expi�a[iun Dnte ty 10.2GeneralContractor - � � � � � � � � �.(avr�r�y�V G i (° ��.v S'�2v�f r.�,c� , • Company Name . .. - s� �>� .�.� C-c,,,� _,,.,,,5 e� � c�s34�� , . � Name of Person Responsible for Construction License Na and Type if Applicable e2<-1! A��;2,IZ_-i�/ Sti: S AG6r-� ,� C� s 9 7 p . Slreet Address City/Tmm , State Zip 7�Lr� 4�99- Tcle hone Nu. business Tcic hone No. mll e-mail�ddress SECTIONII:WQI:KFI'S'Cbp�IPEN5��CIO�I�IN$UI::WCki:V'FIDAVII' M.G.C.c.152. 25C6 � A Wurkers'Compensatiun Insurance Affidavit from the b1A Department of Industri:il Accidents must be mmpleted and submitted with this application. Failure to provide this affid�vit will result in the denial uf the issu.�nm of the building permit � - Is a si ne1 Affidavi[submitted with this a lication? Yes❑ No ❑ . � � � � � � SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE �� Rem Estimated Custs:(Labor an1 M1{nteri.ils) Total Constructiun Cost(from Item 6)_$ L 6uilding ' � ' "C9• guilding Permit Fee�To[al Cons[mction Cost s_(Insert here � � � 2. Elcctrical $ '�qp,� � appropriate municipal factor)_� ° 3. Plumbing � � - . • �{. Mechanical (HVAC) $ � . Notc Minimum fce=$. ._ . (contact municipality) 5. h[echanical Other "� Endose diak payable tu 6.Total Cost � �� (contact municipality)and wri[e check number hem � SECTION 13:SICNATURE OF BUILDING PERhtIT APPLICANT � By entering my name below,I hereby attest under the pains and penalties of perjury th it all of the informatium m�tained in this . application is true and accurate to[he best uf my knowledge��md undcrstanding. .. '. ��p!!�.- .+z�,��s �� !'.m,��ar.�.c 97iT�"9�� Plcase print and sign name TiHe • Tclephone No. Date a��/ tirn.¢-i/-/ $f S%2C�,rr L1iL P�/4 2� Street Address � City/Town � State Zip � �9unicipal Inspector to fill out this section upon application approvaL• r� a5 � �Iame ate Jonathan Raisz � Architect 26 Thomdike Street Brookline,MA 02446 Phone (617)734- 1040 Fax (413)828 -6599 E mail jon@raisz.com July 24, 2014 Michael Lutrzvkowski.Asst.Buildine Insoector Inspectional Services City of 5alem ARCHITECT'S AFFIDAVIT RE: 75 Canal Street—Renovations—Zoning and Building Code Review Zoning: B4 -Wholesale &Automotive Childcare Facility Allowed Minimum Lot size: 6000 Minimum Frontage: 60 Minimum Lot Width: 60 Maximum Lot Cover: 80% Minimum Rear Yard: 25 Maximum Bldg Ht : 45 Building and proposed use are compliant with current zoning Building: Construction type TYPE II-A--Protected Non-Combustible 1 Hr. Exterior Wails 1 Hc Structuraf Frame � 1 Hr. Floor/Ceiling/Roof Protection Building is fuliy sprinklered Buiiding is compiiant with current building codes Owner to review plumbing code compliance with local official. S incerel y, .�EPEO Aq�y� Q``�`� t�N��'.� .lonathan Raisz g Ro eleNc Registered Architect �o " 4a OF µP`+aP • ;}Vr. :�� C[TY OF 5.1LE�,t, �tiL155:1CHUSETTS :{\� '�' �; /� ' ��LDL�1G DEP.4RT1lG`�T �.:Y,!ih�' I?O 1'V.1�HG�lCTOV $T;tEFT� }�°�QOR Lt.-L (973) 745-9595 ;U1lBE'1tLc^Y DftISCOLL F.�-'�(912) 7�{Q-904S ,bL�rott 'r-�oact3 sr.Pt�� DIREROA UFpIJ�L(C PROPERTY�HC[I,pL�G CO\p(ISSlONER L'anstructiun Debris Disposal �Ftldavit (reyuired toc all dcmolitiun ;uid renuv�tion work) fn accordance with dia sixdt edition of the State Building Codz� 730 CD,(R se��ian l ( ►,5 Debcis, vid dia provisions uf�b(CL c 40, S 54; Building pe�(� � is issued with the cundition that the debris resulting �m chiy work shall be dispos�d �f in a properly licenszd tiv�te Jisposal fsciiity yy ��ncd by ,�(�L � � l 1 l. S I SOA. "fhc dcbns will be transportccl byr y 9 t'1'�v tn (��n��ut'haulcr) 'l�he �lchns will bc dispose� ut'in : � ��Fr (narnc of t:lcdity) —' �j�3v2� s�- 1�F�c3r9� y (iJJ�asc of raeilit�) � siyudNrcuf •rrmif,i �' VPGcant -----+� ��----- . J.ifc — . ._ _ . a ... , _:� CONSTRUCT NEW RATED EGRESS CORRIDOR AS St10WN. WALL TO BE 3 8" METAL STUD WITf1 b" TYPE X GWB EACIi SIDE. WALL TO EXTEND TO UNDERSIDE OF ROOF STRUCTURE. CORRIDOR TO BE FULLY SPRINKLERED, MOVE HEADS OR ALIGN CORRIDOR A5 REQUIRED n il �'` 'n ' p 3068 3� r �i i �i 3068 GIRE55 TO EXIT �� 3068 � EGRESS TO GRADE GARDENER STREET �I � 3o6e �, 3osa\ � UP P I N FANTS 460 SF 0 __ 4, o„ , fPLAY SPACE i670 5F � Q PRE SCF100L i = 625 SF CONSTRUCT NEW PARTI'TIONS AS SHOWN. WALLS TO BE 2X4 AND 2X6 K.D. WD. STUD WITH I/2" GWB EACti SIDE. i NEW GUARD RAIL WALL TO EXTEND TO EXI'S71NG SUSPENDED CEILING. 46�-io^ @42" FIEIGIIT O O$ CO O o Bi r P� scHoo� 2 i s, 9„ P 640 5F INTERIOR WINDOWS TO BE EXISTING FIRE PROTEGTION 3' H X 5' W TO REMAIN. SUPPLEMENT � SILL 11T. 4' A.F.F., TYP. AS SHOWN. � ,, �\�` � `. FIRE PROTECTION KEY � �` �,,� ., pa Wa.TER � � 'Py � DISPENSER - � p WOMEN'S ��'O �� 7 EMERGENCY LIGHT ` GA � Q FIRE EXTINGUISHER O �` F O � XI � � � S EXIT SIGN � o O SMOKE DEfECTOR OFFICE 4�-� TODDLERS � � � CO CARBON MONOXIDE DEfECTOR O � 470 5F MEN'S i 31'-10" i 0 __ _ _ . _ _ _ _ __ . _ _ __ . __ CANAL STREFf ENTRANCE 6258 SF ��'� ''� Pf�C�POSED FI �ST FLOOR PLAN . -�.� . . . � o 0 � . . , . � � , �. , �� . . . . . 0 0 . �' 502 SF o � , 3 1'-10" . '' `g<EPED Aqpyi Q.� SNAN,p_�i`�'� `t3; No 81l1 ,R' \ RO IN[ � � 4� � OP M�Sbr � � � r EXISTI NG� FI RST FLOOR PLAN o� 5' �o' 2°� JONATHAN RAISZ 2� THoiuvDixE s�ET RENOVATION to: FLOOR PLAN ��5, 2014 /� BRoflKL��, MA 02446 �5 CANAL STREET REVISIONS: �y 1 ' "8° _ ' '-°" ARCHITECT ON@ RAISZ.COM 40 „_ ,_ „ 1 � SALEM, MASSACHUSETTS 01970 SCALE: 1/8 -1 0 \ �, , . , , �� Y- Commonwealth of (Massachusetts RECEIVED INSPECTIONAL SERVICES Sheet Metal Permit Date: Permit 1114 AUG 2b A & 43 ' Pstimated Job Cost: 'S gt eco. Permit Fee: 'S Plans Submitted: YES _ N012— Plans Reviewed: YES NO Business License g Applicant License # Business Intbrm I ropertyOwner/J ation: Lt fTub�oc�; 13 taUun ntoi nationv�6r l'"'Cg: S —� Nun,c: Name: ` LY 0 N C . G L'R SS S . Street:/7 S/a/360!�- Street: 7S CArt/wA�— /T City/Town: 5/-,7 L/= City/Town: 5/-;7 Telephone: '2 Telephone: Photo I.D. required/Copy of Photo I.D. attached: YES NO_ smrnnm,a J-1 / 1'Ounrestricted license J-2/ M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. / 2-stories or less Residential: I-2 family_ Multi-family_ Condo/Townhouses_ Other_ C'ouunercia Office_ Retail— Industrial _ Educational Institutional Other Square Footage: under 10,000 sq. ft. Y-1 over 10,000 sq. ft. _ Number of Stories: _ Shect.metal work to be completed: New Work: _ Renovation: I1VAC Metal Watershed Routing_ Kitchen Exhaust System_ Metal Chimney/ Vents_ Air Balancing Provide detailed description of work to be done: nn / G✓ 57W rwD Fig Tow %�S r / c-- T. /G p01C J�� Lt r lTC% /LAK vi- INSURANCE COVERAGE: I have a current liability Insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 YeyffNo❑ If you have checked Yes, Indicate the type of coverage by checking the appropriate box below: A liability Insurance policy" Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the Insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent Signature of Owner or Owner's Agent By checking this boxf3-,+hereby certify that all of the details and Information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all shoat metal work and Installations performed under the permit Issued for this application will be In compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct Inspection required prior to Insulation Installation: YES_NO Proeress Inspections Date Comments Final Inspection Date Comments Type 'of License: " By_. gUaster t rue_ ❑ Master-Restricted u CiDpTo.vn ❑Journeyperson +� Signature of Licensee y Fennel#_ .1 ❑Journeyperson-Restricted License Number: Foe i -- - ---- -- ❑ --- Check at:v,v•.v.in.ess.�lovi�lpl Inspector Signature of Permit Approval � The Commonwealth of Massachu et 1• - Department of Public safety • ' \L•'i N lassac It usul is Slate Building Cale(780 CNi R)' 1 / a Building Permit Application for any Building other than a One- Tw at ' y Dwelling ("I'his Section For Official Use Only) Building Permit Number Date Applied: _ Building Official: ly SECTION 1: LOCATION(Please indicate Block#and Lot#for locations for which a street address iirnot available) 5- Sr. MA . e rq -�_y Cell41 -s<f:il,,� df:A:7 .No.°md Street City/Town Lip Code Name of Building(if applicable) SECTION 2: PROPOSED WORK it Edition of NIA State Code used If New Construction check here❑orcheck ell that apply'in the two runs below_. Existing Building Imo- Repair Alteralion ❑ Addition❑ Denuilition O (please(ill out;nd sibmit;\ppcndix I) Change of Use ❑ Change of Occupancy ❑ Other ❑ Spel.`tfyl•_ Are building plans and/or cons)ruction documents being supplied as part of this permit application? Yes @' No ❑ -- Is an Independent Structural Engineering Peer Review,re illrCL17 Yes ❑ No Brief Description of Proposed Work:_P—!z"r—flG i r--9 / 1r62 �orz /Zg/%4rc.�5 SaL��rG J �M�ET✓GS . SGo�t wcRr� �GfilJ' /tiGNi L�+?'TNS Nis✓ i✓K/'GYL/�� N.�a4/ V• -;it r —o vl l-T� 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 Gnmp(s):- - Proposed Use Group(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)and Total Height(ft.) SECTION 5:USEGROUP(Check as applicable) A: Assembly A-1 ❑ A-2❑ Nightclub ❑ A-3 A-1❑ A-5❑ B: Business ❑ E: Educational ❑ F: Facto F-I ❑ F2❑ Flo Hi h Flazard H-1 ❑ H-2❑ H-3 ❑ H-4❑ H-5❑ 1: Institutional I-1 ❑ 1-2❑ 1-3❑ 1_4❑ N4: Mercantile❑ R: Residential R-1❑ R-2❑ R-3❑ RA ❑ S: Storage S-1 ❑ S-2❑ U: Utility❑ Special Use❑and please describe below: Special Use SECTION 6:CONSTRUCTION IWE(Check as applicable) 111 ❑ IB ❑ HA IIB ❑ IIIA ❑ IIIB ❑ IV VA VB ❑ SECTION 7:SITE INFORMA"rION(refer to 780 CNIR 111.0 for details on each item) Water Supply: Flood Zone information: Sewage Disposal: Trench Permit Debris Removal: Public❑ Choik if outside Flood Zone❑ Indicate municipal ❑ A trench will]lot be Licensed Disposal Site❑ Private❑ or indentifv Zone:..__ oron site.sy stem ❑ required ❑or Irenclt ar specify: - perniit'_.is enclosed❑ t Railroad right-of-way: Ilizards to Air Navigation: - \I \ I� .i,a„ ., . . •. i•L. Not.lpplicable CI Is 9lrmturo within airport approach area? Is their rcriew rompleled? or Cnuent to Build cnr 1osc.1❑ )vs ❑ or No❑ )vs❑ No ❑ SECTION 8:CON'TEN'1'OF CERTIFICA'LE OF OCCUPANCY Edition id Cede: L'se Group(s): 1%pcol Conslruchon: Uri upanl Load per Flour: Doos the building Contain an Sprinkler Svswm': ___ Special tit i pu la buns: - SECTION 9: PROPER'IY OWNER AUTHORIZA7lON Nmou mill Address of Property Owner s ) 73 lylbr �h�rmr�t{ RO s� lei f altR_ Name(Print) No-and Street City/Town O�aT}p Zip Property Owner Contact Information: F.6ST1�>r2- _'I7k -'�q4r 'I itle Telephone No. (business) Telephone No. (cull) a-mail address If applicable, the property owner hereby authorizes Name Street Address City/Town State Zip to act rill 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 35,0011 cu.ft.of enclosed s pace and/or not under Construction Control then check here O and skip Section 10.1 10.1 Registered Professional Responsible for Construction Control T�Ki9N�Ks C�eft, GTS_ 447 O140 35-iS Name Re istr,lit) 'reI hone No. e-mail address Re istration Number 29q kSf�X = Sa/ ' ',—A b Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor Cinnpany Name ter Name of Person Responsible for Construction License No. and Type if Applicable 11 A' .qvo . Gil I.wL., "0" - �l Street Address City/Town State Zip �_ �3? b/l2 __ FMK<Sos• OVK6oS0omedt. .tort Tcle phone No. business Tile phone No. cell a-nail address SECTION 11: i.1,111 llt?N INSURANCI AI 1'II 1AVI l M.G.L.c.152.§ 25C 6 A Workers'Compensation Insurance Affidavit from the NIA 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 thebuilding permit. Is a signed Affidavit submitted with this application? Yes❑ No ❑ SECTION 12•CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Aiaterials) Total Construction Cost(from Item 6)=5_ I. Building $ Building Permit Fee=Total Construction Cost x_(Insert here 2. Electrical S appropriate municipal factor)=5 3. Plumbing 5 Y 4. Mechanical (HVAC) S Note: \linimum fee=$ (contact municipality) 5. Wchanical Other S Enrluse chink payable to 6.Total Cost $ 70 000_ (amtncl municipal itv)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below, I herubv aftest under the pains and penalties of perjury that all of the information contained in this appliiatiuu is true and accurate to the bust of 111 %pledge and understanding. Please print and sign came [ Title -rclephone No. Date tilrect Address City/town State /ip \lunicipal Inspector to fill out this section upon application approval: _.__ Name Dew CITY 0V&klaz t, ikVLxSS,kCHVSETTS 13L=6 x Dsr tiammw 1 f0 W,eatvr:Ynrs gnPP .1' F1 f a 1H TM V78) 145.9595 FAA 0781 74O-98i! JCt 1f1jF.ItI,L`Y DtUSCgT..L 'll-0O1tIAS ST:H[EAB& .MAYOR I7[RECCOR tl F Pt+BLtG rRUMHi(1"Y�SL"RJ3i�i`'G GQSL�g55DOiVER C(W(RVCU0X COYTROLAOCUIVENT Project Title: 75 Canal Street-Tenant Fit Up Date: 9-30-1 1 Project Location: 75 Canal Street , Salem. MA Scope of Project New bathrooms,new lobby,new assembly space In accordance with SECTION 107.6 OF THE Massachusetts State Building Code: $203 I, .Ernest V.DeMaio, III Mass.Registration Number 289 Essex Street,Suite 507, Salem,MA,0197o 617.816.3555 ADDRESS PHONE NUMBER Being a registered ProfessionalArchitect hereby CERTIFY that I have prepared or directly supervised the preparation of all design plans, computations and specifications conceming: [ ] ENTIRE PROJECT [X]ARCITTECTURAL [ ]STRUCTURAL '[ j 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 myself or my representative will be present on the construction site on a regular and period 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 107.6. - 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 ofthe quality control procedures for all code-required controlled materials.. 3. Special,architectural professional. inspection of critical. construction,.components.requiring controlled materials or construct pceified in the accepted arch itectur ice..standarilk.: 1 shall s mit p odically in form ac table ogress report together with pertinent comments. Upon - - _com on e work 1 sha submit t e bun -d/f -the satisfactory-completion=and-readiness-:of the project-- to acc W3 NO 8203 82 - SUBSC ORE THIS A DAY OFOF ,. (, Q p MY COMMISSION EXPIRES S ] NOTARY PUBLIC _ n FAYM Nutwy Public ROFpI108AE1NJ8 / my 2L 2MG CITY UN S'kLF_ . AA.SSACHUSETTS BL'4.DC:G DEPARTN0NT A 11Q W+4t3rVPTr1\:CTRpFT,i''FV nill P%(978) 740-9846 KI.NfHFALEY DR]SCOL-L MAYOR 'R•tDMAS ST.YIF4H R DIRELTOR Or PL OLIL PRUrf KIY/3VUDiti4 CQZ%LN1I5516NBtt CON)i RUCTI[ON CONTROL DOGUMCNT Project Title: 75 Canal Street- Tenant Fit U12 Date: 9-30-1 1 Project Location: 75 Canal Street , Salem- MA Scope of Project: In accordance with SECTION 107.6 OF THE Massachusetts State Building Code: 1, Domenic A Ciolino, Inc. Mass.Registration Number d161U 24 Hartwell Avenue Third Floor Lexington MA 781-372-3000 ADDRESS PHONE NUMBER Being a registered Professional Engineer hereby CERTIFY that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] ENTIRE PROJECT [ ]ARCHITECTURAL [ ]STRUCTURAL [ ] MECHANICAL [X1 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 myself or my representative will be present on the construction site on a regular and period 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 107.6. 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 controlled materials. 3. Special engineering professional inspection ofcritical construction components requiring controlled materials or construction specific led engineering practice standards. H OF M44S I shall submit periodic rm ace the Building official, a progress report together with pertinent comments. Upon comp 'on the or s� O)Abe g official a final report as to the satisfactory completion and readiness of the project for c G1GUNO ECT10Pl ti fjo.MW S!'ANL'' Jor.�tuic :1.Cie€inq 3'S O �O� MA R Reg.41630`•ssroruLE „ SCRIBED AND SWORN TO BEFORE THIS�] DAY OF EXPIRES Ad, 2019— '116TKRYPUBLIC �Q'.��sy,�iSSIOA;•Alt 'S+- .�o JNE i I zpElp.O C V 'y gMYI'U4��p'2 �y�,SACHU 1.y �� g�,�p,�� Mesr� syohim tooter HOW , 000trtcal ' Mwon , f W�ro*tfon . OP4 MEMORANDUM TO: Ernest V. DeMaio III —Tektoniks Architects FROM: Jen L. Hoyt & Jay A. lerardi, Ph.D., P.E., LEED AP DATE: May 20, 2011 SUBJECT: 75 Canal Street— Code Review This memo summarizes the code issues identified in our review of the Salem Glass Company located at 75 Canal Street in Salem, MA. It is our understanding that the building currently contains manufacturing and storage areas (Use Groups F-1 and S-1). The proposed work involves renovations to the interior of the building to include a church. Therefore, there will be a change in use as part of this renovation, to include Use Group A-3. This code review is based on architectural drawings dated February 11, 1998 and a site visit conducted on May 17, 2011. International Existing Building Code The 2009 International Existing Building Code with Massachusetts amendments allows for 3 separate compliance methods, the Prescriptive Method (in general, altered areas must comply with the code for new construction), Work Area Method (level of compliance is based on the classification of work), and Compliance Alternative Method (numerical method that allows tradeoffs for deficiencies). This report is based on the Work Area Method. Work Area and Classification of Work: The proposed work includes a change in use and alterations to the interior of the existing building. For the purposes of this report, it has been conservatively assumed that the renovations in the existing building will be classified as Level 2 alterations, which includes the reconfiguration of spaces, the addition or elimination of doors and windows, the reconfiguration or extension of systems, and/or the installation of additional equipment in less than 50% of the aggregate area of the building. Therefore, the work must comply with IEBC Chapters 6, 7, & 9. Occupancy Classification: Separated Uses: • A-3 (Church) • F-1 (Manufacturing) • S-1 (Moderate-hazard Storage) It is assumed that the proposed renovations to the existing building will maintain any hazardous materials below the exempt amounts permitted in 760 CMR Tables 307.1(1) & (2) therefore the building will not contain Use Group H. 75 Canal Street—Code Review May 20, 2011 — Page 2 Construction Type: The existing building was observed to have a wooden roof, heavy timber girders and exposed steel columns with brick masonry exterior walls. Therefore, the building construction type was assumed to be Type 111B. Height and Area Limitations: Since there is a change in use to a higher height and area hazard category planned as part of this renovation, the building is required to comply with the height and area limitations for the construction type of the existing building (IEBC 912.5.1). Code Reference Type IIIB—A-3 Type 111B—F-1 Type 111B-M Height Area Height Area Height Area 780 CMR Table 503: 2 St. 9,500 ftZ 2 St. 12,000 ftZ 2 St. 12,500 ftz Tabular Value 780 CMR Section 506.3: Sprinkler Height Increase 780 CMR Section 506.2 Street Frontage Increase 2,375 ftZ 3,000 ftz 3,125 ft2 (50% Open)" 780 CMR Section 506.3: Sprinkler Area Increase Total Height and Area Allowed 2 St. 11,875 ft2 2 St. 15,000 ftz 2 St. 15,625 ftZ Actual Height and Area 2 St. a 4,326 ftZ 2 St. a 5,750 ftz 2 St. a 5,411 ftZ A site plan is required to verify street frontage. B An elevation plan is required to verify the height of the building. As the occupancies will be separated, the building area must be such that the sum of the ratios of the floor area of each use group divided by the allowable area for each use group does not exceed one. This calculation is shown below: Separated Use Calculation: Use Group Use Group Use Group Area Ratio A-3 F-1 M Actual Area: 4,326 + 5,750 + 5,411 = 1.0 -as required by Allowed Area: 11,875 15,000 15,625 780CMR508.4.2. Fire Resistance Ratings: New fire walls, fire barriers, fire partitions, smoke barriers, and smoke partitions, or any other wall required to have protected openings or penetrations must be identified with signs or stenciling within concealed spaces (i.e. floor-ceiling, attic spaces) at 30 ft intervals (780 CMR 703.6). The existing building is provided with use group separation walls constructed of CMU blocks affording at least a 2 hour rating. The Use Group A-3 space must be separated from Use Group F-1, S-1, and M by 2 hour rated construction (780 75 Canal Street—Code Review May 20, 2011 -- Page 3 CMR Table 508.4). Use Groups F-1, S-1 and M are not required to have a rated separation between occupancies. Exterior Wall Rating: Since the renovation includes a change in use, the exterior walls of the building are required to comply with the exterior wall rating and allowable opening requirements for new construction (IEBC 912.6.1). The exterior wall rating requirements and opening limitations are based on the fire separation distance for each wall. The fire separation distance is measured perpendicular to the exterior wall to the centerline of a public street, an interior lot line, or an imaginary lot line between two buildings on the same lot (780 CMR 702.0). If the fire separation distance is more than 30 feet the wall is not required to be rated (780 CMR Table 602). The allowable area of exterior wall openings is not limited when the fire separation distance is greater than 20 feet (780 CMR Table 704.8). It should be noted that openings are not permitted when the fire separation distance is less than 3 feet in accordance with 780 CMR Table 704.8. For the purposes of this code review, it was assumed that the eastern section of the building is considered a separate structure. The fire separation distance between the two buildings on the lot are 0 ft along the shared wall and >30 ft along the open wall. Where the FSD is 0 ft, no openings are permitted. Interior Finish: The existing interior finish of walls and ceilings in the work area and in all exits and corridors serving the work area must comply with the code requirements for new construction (IEBC 703.4 & 912.3). All newly installed wall and ceiling finishes, floor finishes including carpet, and interior trim materials must also comply with 780 CMR Table 803.9 (IEBC 602.1, 602.2, 602.3). Means of Egress: The means of egress including the number of exits and egress capacity must be sufficient for the number of occupants on all floors (IEBC MA Amendment Section 102.2.2.1). For the purposes of this code review, it was assumed that the church fit-out would have an occupant load of approximately 141 people. This calculation is based on an assumed 630 SF platform (calculated at 50 gross SF per occ.) and 1,920 SF of seating area (calculated at 15 net SF per occ.). During the site visit, it was observed that the main entrance to the church is comprised of a set of existing double doors measuring 70", affording an egress capacity of 466 people. The second means of egress from the space is via an existing stairway leading to the existing warehouse space and exiting the building through a set of 70"double doors. The stairway is assumed to be at least 60"in width. The stairway affords an egress capacity of 300 people, and the egress doors permit an egress capacity of 466 people. Therefore the egress capacity of the church is 766 people which is sufficient for the calculated occupant load of the space. 75 Canal Street—Code Review May 20, 2011 Page 4 All new construction must comply with the requirements of 780 CMR 10.00. Also, all means of egress lighting and exit signs throughout the building must be provided with,an emergency power supply to assure continued illumination for not less than 1.5 hours in case of primary power loss (780 CMR 1006.1 & 1011.1). Required Fire Protection Systems: The following fire protection systems are required in the areas noted: • Automatic sprinkler system throughout the church work area (IEBC 704.2.2 & 912.2.1) • Fire extinguishers unless building is equipped with quick response sprinklers (780 CMR 906.1) M.G.L. Chapter 148 Section 26G Since the building is over 7,500 gross square feet in area, it is subject to the requirements of M.G.L. Chapter 148 Section 26G. These amendments require the entire building to be provided with sprinkler protection if the renovations are considered "major". Renovations are considered major depending on the type of work and the scope/cost of work. The following are general guidelines established by the board to be used to determine if the scope or the cost of the planned alterations are major. 1. Major alterations are reasonably considered major in scope when such work over a 5 year period affects 33% or more of the total gross square footage of the building (measured from the outside walls, regardless of firewalls). 2. Major alterations are reasonably considered major in scope or expenditure, when the total cost of the work over a 5 year period, excluding costs relating to sprinkler installation, is equal to or greater than 33% of the assessed value of the building, as of the date of permit application. Major alterations would include work such as the demolition or reconstruction of existing ceilings, sub flooring, walls, stairways, doors, or the removal or relocation of a significant portion of the building's HVAC, plumbing, or electrical systems. Cosmetic work such as painting or installing / replacing carpeting would be considered minor and would not trigger compliance with this law. Since these are just general guidelines and not specific thresholds, it is up to the head of the fire department to determine if the renovation work triggers compliance with M.G.L. Chapter 148 Section 26G. Based on the scope of the proposed renovations to the existing building, the alterations are not be considered major in our opinion since the work area does not exceed 33% or more of the total gross square footage of the building 75 Canal Street-Code Review May 20, 2011 Page 5 (4,326 sf / 15,487 sf = 28%). The cost of work relative to assessed building value should be confirmed. The 33% cost threshold is $199,610 (based on an assessed building value of $598,832 from the Salem Assessor's online database with consideration given to Salem's 96% assessment rate for commercial properties from the MA Dept of Revenue online records). Energy Code Provisions for Existing Buildings: The building must comply with the 2009 International Energy Conservation Code (IECC) including the amendments contained in 780 CMR Chapter 13. Alternatively, the provisions of ASHRAE 90.1-2007 can be met in lieu of the IECC. The IECC 101.4.3 also requires all new or altered systems or portions thereof within the existing building to comply with the code requirements applicable to new construction without requiring the unaltered portions to be upgraded. Structural Provisions for Existing Buildings: Alterations to buildings must be evaluated by a registered structural engineer to determine compliance with the IEBC. Massachusetts Architectural Access Board Regulations Alterations to the building must comply with the requirements of the Massachusetts Architectural Access Board Regulations (521 CMR). For existing building alterations the requirements of 521 CMR are based on the cost of the proposed work: A. If the cost of the proposed work is less than $100,000, only the new work must comply. B. If the cost of the proposed work is greater than $100,000 then all new work must comply and the existing building must include an accessible public entrance, toilet room, telephone and drinking fountain (if public phones and drinking fountains are provided) (521 CMR Section 3.3.1(b)). Exempt work when calculating the cost of work includes roof repair or replacement, window repair or replacement, and repointing and masonry repair work. C. If the cost of the proposed work is greater than 30% of the full and fair cash value of the existing building, the entire building is required to fully comply with 521 CMR (521 CMR Section 3.3.2). There is no exempt work, i.e. the entire project costs apply to determining the 30% criteria. The cost of all work performed on a building in any 36 month period must be added together in determining the applicability of 521 CMR (521 CMR Section 3.5). The full and fair cash value of the existing building is determined by using the 100% equalized assessed value of the building on record with the city assessor's office. Based on the City of Salem Assessor's office, the building value is listed as $698,832.00 ($575,800.00 * Assessment Ratio of 0.96). The 75 Canal Street—Code Review May 20, 2011 Page 6 certified appraised,value must be submitted to the Massachusetts Architectural Access Board for approval. If the renovation triggers the 30% threshold, all portions of the building open to the general public must be upgraded to comply in full with the current requirements of 521 CMR. Major upgrades required to meet full compliance with the provisions of 521 CMR will likely include the following building features: • All public entrances must be accessible (521 CMR 25.1) • Accessible routes throughout the building (521 CMR 20.1) • Vertical access to all floor levels (521 CMR 28.1) • Accessible toilet rooms (521 CMR 30) • Accessible drinking fountains, where drinking fountains are provided (521 CMR 36.1) • Accessible telephones (where public telephones are provided) (521 CMR 37.1) If full compliance with 521 CMR is required throughout, all areas open to the general public must fully comply. Any employee-only areas such as staff lounges, staff bathrooms, and staff work areas are not required to comply with 521 CMR, as long as public access is not permitted. It should be noted that the Access Board is in the process of including employee-areas within their regulations. For the church fit-out, all new construction must comply with 521 CMR including, but not limited to, accessible toilet rooms (521 CMR 30.0), accessible seating (521 CMR 14.2), an accessible route to the platform (521 CMR 14.6), and assisted listening devices(521 CMR 14.5). Americans with Disabilities Act Guidelines The ADA Guidelines are not enforced by the Commonwealth of Massachusetts, they can only be enforced through a civil lawsuit or complaint filed with the U.S. Department of Justice. Compliance with the ADA Guidelines is triggered by renovations to the existing building. All renovations to the building must be made to ensure that, to the maximum extent feasible, the altered portions of the facility are readily accessible to and usable by individuals with disabilities (28 CFR Part 36 Section 36.402(a)). Alterations made to provide an accessible path of travel to altered areas and accessible facilities (i.e. provide accessible toilet facilities) are not required if the cost exceeds 20% of the total cost of the alteration (28 CFR Part 36 Section 36.403(f)). However, if the cost to meet these accessibility requirements does exceed 20%, alterations are still required to the maximum extent that the area can be made accessible without exceeding the 20% criteria (28 CFR Part 36 Section 36.403(g)). The ADA also contains less stringent dimensional requirements for some building elements in an existing building where it is infeasible to meet the requirements for new construction (ADA Section 4.1.6). In general, the majority of the dimensional requirements in the ADA are equivalent to those in the 521 CMR. 75 Canal Street—Code Review May 20, 2011 -- Page 7 It should be noted that the 2010 ADA standards were published September 15, 2010. There is currently a 1.5 year concurrency period where the project can comply with either the 2010 standards or the 1991 ADA standards. Mandatory compliance is required after March 15, 2012. 248 CMR: The Massachusetts State Plumbing Code The Massachusetts Plumbing Code (248 CMR) regulates the number of plumbing fixtures required throughout buildings. The minimum number of plumbing fixtures is established by 248 CMR 10.10(18) Table 1 based on the building use and the expected population as determined by the local Plumbing Inspector per 248 CMR 10.10 (18)(2). The Plumbing Inspector must approve the building population, however, the building population can generally be based on the designer's determination of the actual number of people expected within the building. The Plumbing Code expects that the building population will be divided evenly between male and female for the purpose of determining fixture counts. Any distribution other than 50/50 must be justified to the Plumbing Inspector. The following fixture requirements apply to houses of worship based on the calculated occupant load of 141 people (population of 71 female and 71 male). Floor Classification Water Closets Male n Lavatories Drinking Service Female Male Urinals Fountains Sink 141 House of Worship 1 per 50 1 per 100 50% 1 per 200 1 Required fixtures 1.42 0.71 0.36 0.36 Total Re uired Fixtures 2 1 1 Provided Fixtures TBD TBD TBD TBD TBD TBD Urinals may be substituted for toilets up to the percentage shown of the required numb J:12 M10925-0Ot4_Files\Reports175 Canal Street_Cwa Memo.doc FIRE PROTECTION SYSTEMS NARRATIVE REPORTS 780 CMR—903.1.1 TENANT FIT-UP 75 CANAL STREET Salem, Massachusetts Prepared By: AHIA' CONSULTING ENGINEERS Prepared For: Salem Fire Department Salem,MA September 30,2011 TENANT FIT-UP September 30,2011 75 CANAL STREET Salem,Massachusetts Ma) BASIS (METHODOLOGY) OF DESIGN Section 1 —Buildin Dg escription Refer to architect. Section 2—Apnlicable Laws, Regulations and Standards The following Laws, Regulations and Standards were reviewed in preparation of the fire protection and fire alarm system plans and specifications for this facility: a) 780 CMR, 8th edition, code sections "Fire Protection System Requirements" b) NFPA Standards for the design of fire protection systems, fire alarm systems, and safeguard measures during construction. • NFPA 13 —Installation of Sprinkler Systems - 2007 edition • NFPA 72—National Fire Alarm Code—2010 edition c) The applicability of Sections M.G.L., Chapter 148, "Fire Protection". d) The applicability of Section of 527 CMR"Fire Prevention Regulations". e) The applicability of Salem, MA local by-laws and ordinances. f) The applicability of Federal Laws (OSHA, ADA) The applicable Laws, Regulations and Standards have been reviewed and incorporated in the design. Section 3 —Design Responsibility for Fire Protection Systems AHA Consulting Engineers, as the Professional Engineer (PE) will provide a partial (preliminary) design including design criteria and drawings, and calculations to be used by the installing subcontractor. The installing subcontractor will produce shop drawings and calculations of the proposed system installation as well as manufacturer's data sheets on products that will be installed. The PE will review and approve the installing contractor's final layout and equipment selection. ABA Consulting Engineers (PE) is the engineer of record and will review the system design and installation for code compliance. Fire Protection and Dominic Ciolino Fire Alarm Systems: MA PE# 41630, Fire Protection AHA Consulting Engineers, Inc. 24 Hartwell Ave, 3'd Floor Lexington, MA 02421 (781) 372-3000 1 TENANT FIT-UP September 30,2011 75 CANAL STREET Salem,Massachusetts Section 4—Fire Protection Systems to be Installed FIRE SPRINKLER& STANDPIPE SYSTEMS System Description: Automatic wet pipe sprinkler protection will be provided throughout the tenant fit-up scope of work area in accordance with NFPA 13, 2007 edition, as required by MGL 148 and 780 CMR(8`s edition), chapter 9. The wet pipe sprinkler system in reception, lobbies, vestibules, toilet rooms, conference rooms, corridors, the future build-out space, and similar spaces will be designed for Light Hazard occupancy with a 0.10 gpm/sf over 1,500 sf design density with a 100 gpm hose allowance. Maximum sprinkler coverage will be 225sq. ft. The wet pipe sprinkler system in mechanical and similar spaces will be designed to Ordinary Hazard Group 1 Occupancy requirements and will be capable of providing 0.15 gpm/sf over the hydraulically most remote 1,500sf with 250 gpm hose allowance and 130sf maximum sprinkler spacing. The new sprinkler system will be sized to accommodate the extension of the sprinkler system into the adjoining tenant spaces in the future. Water is supplied from municipal water mains. A hydrant flow test was conducted on 09/20/2011 by AHA and the Salem Water Department. A 4" Storz fire department connection will be installed on the exterior wall outside of the fire sprinkler room. The building will be equipped with a single 6" fire service and a 6" double check valve type backflow preventer. All sprinkler control valves will be provided with tamper switches and flow switches will be provided for each floor to be monitored by the base building fire alarm system. All sprinkler heads shall be quick response type. Sprinklers will be installed under exposed ductwork greater than 4 feet in width. FIRE ALARM SYSTEM System Description: The building fire alarm system will operate in conjunction with the building's fire protection system(s) in accordance with all-applicable codes and standards including NFPA 13, 72, 90A and the 8`h Edition of the Massachusetts State Building Code, and Town of Salem. 2 TENANT FIT-UP September 30,2011 75 CANAL STREET Salem,Massachusetts The building will be provided with a new addressable fire alarm system with municipal notification via a digital alarm communication transmitter (i.e. telephone dialer). The fire alarm system will be a microprocessor-based multiplex, analog/addressable system with complete audio and visual occupant notification, and municipal reporting via the master box and central station monitoring service. Each initiating point (water flow switch, tamper switch, smoke detector, duct- mounted smoke detector, heat detector or manual pull station) will be individually addressable. Upon activation, the specific device address, type, status and location will be presented at an LCD annunciator integral to the FACP and remote LCD annunciator. Occupant notification will consist of audio/visual signaling. Audible signaling will be a general temporal-3 pulse evacuation tone. Visual signaling will be by xenon strobes in accordance with NFPA 72 and the Americans with Disabilities Act. The new addressable fire alarm system will interface with the existing conventional fire alarm zones located in the repair garage tenant's space via monitor modules. The existing notification appliance circuits will also be controlled by the new addressable system via control modules. Wiring Styles: Signaling Line Circuits will be wired in a Class A, Style 6 manner. Related Systems Interface: The fire alarm systems will also interface to the fire protection system(s) by monitoring each individual water flow and tamper switch via dedicated addressable modules. Section 5 —Features Used in the Design Methodology N/A Section 6— Special Consideration and Description There is no intent to deviate from the prescriptive code requirements of regulatory codes and standards with alternative methods. 3 TENANT FIT-UP September 30,2011 75 CANAL STREET Salem,Massachusetts (I.b) SEQUENCE OF OPERATION FIRE SPRINKLER SYSTEMS Wet Pipe Sprinkler System: Heat produced from a fire melts the fusible link or glass bulb on a single sprinkler head or group of sprinkler heads causing the sprinkler(s) to open. Water from the water filled pipe is discharged immediately from the sprinkler head(s) to control the fire. The fire department may pump the fire department connection to supplement the system. Sprinkler system water flow alarms activate upon system flow and indicate to the FACP an alarm condition which transmits the alarm signal to the Municipal Fire station. The sprinkler(s) continue to flow water until manually shut off. Upon any wet pipe sprinkler system waterflow switch activation, an "ALARM" signal will be received by the main building fire alarm system. Building fire alarm system will commence evacuation sequence and notify the Salem Fire Department. FIRE ALARM SYSTEM In accordance with the Town of Salem and the Massachusetts State Building Code, the operation of a manual station or activation of any automatic alarm initiating device (system smoke detector, or sprinkler system waterflow switch) will cause the following to occur: • Transmit the alarm signal to the Salem Fire Department via telephone dialer (DACT). • Sound a code 3 temporal general evacuation signal throughout the building. • Flash all visual signals throughout the building in a synchronized manner. • Flash an alarm LED and sound an audible signal at the FACP and remote annunciator located in the main entry lobby. • Upon Acknowledgment, the alarm LED will light steadily and the audible shall silence. Subsequent alarms will re-initiate this sequence. • Visually indicate the alarm initiating device type and location via the LCD display located at the FACP and remote LCD annunciator. • Activate the outside weatherproof beacon. • Activate outside 24 VDC electric alarm bell upon waterflow alarm only. Activation of the electric alarm bell is for sprinkler system waterflow only. 4 TENANT FIT-UP September 30,2011 75 CANAL STREET Salem,Massachusetts (1.0 TESTING CRITERIA Section 1 —General Testing Criteria The general contractor has overall responsibility for setting up and coordinating all acceptance testing with authorities having jurisdiction. All testing shall be in accordance with NFPA requirements, Salem Fire Department, the Massachusetts State Building Code (80' Edition), the IMC International Mechanical Code, the NFPA National Electrical Code, and the contract specifications. FIRE SPRINKLER SYSTEMS The sprinkler contractor is responsible for setting up and coordinating all sprinkler system acceptance testing. All testing shall be in accordance with NFPA 13, 14, 20, 25, the Massachusetts State Building Code, and contract specifications. FIRE ALARM SYSTEM Testing Criteria: The completed system shall be subject to the final test and acceptance, UL certification and periodic inspection, testing and maintenance, in accordance with the City of Salem, Massachusetts State Building Code and NFPA 72 as follows: • The test shall be conducted by a UL certified testing company. Each and every device shall be functionally tested. • Upon function test of each device, the corresponding programmed event sequences shall be verified. Subsequent events shall include occupant notification, system annunciation, and municipal reporting. • Proper visual notification shall be verified. • Audible sound pressure levels shall be measured and recorded. • Fault conditions shall be simulated and verified as to their proper reporting and system response. These shall include loss of AC power, battery standby operation, and wiring faults of each and every circuit. • A complete report demonstrating the activation and subsequent acknowledgement of each activation shall be generated. An annual test and inspection contract will be in evidence at the time of final testing. The final system acceptance test shall be conducted by the holder of the local authority having jurisdiction. Upon test contract, and witnessed by the y g 1u p successful test and acceptance, a UL certificate and final report of compliance shall be issued by the testing company. 5 TENANT FIT-UP September 30,2011 75 CANAL STREET Salem,Massachusetts Testing and inspection shall be conducted by the testing company of record as described and in accordance with NFPA 72. In addition to device testing, maintenance (sensitivity) reports shall be generated directly from the system during each quarterly test. These reports shall include a complete listing of each analog device in the system, their corresponding programmed sensitivity setting, and their current sensitivity level, and the number of times each device has entered alarm verification mode. Section 2—Equipment and Tools - FIRE SPRINKLER SYSTEMS The sprinkler contractor shall be responsible for providing all required equipment and tools including but not limited to: hydrostatic testing equipment, pressure gauges, hoses, nozzles, manufacturer' s instructions, radios, etc. FIRE ALARM SYSTEM The Electrical Contractor shall provide all tools necessary to complete the successful testing of the Fire Alarm systems. Section 3 —Approval Requirements Obtain written approval of all acceptance testing from the Salem Fire Department. Report all system failures to the general contractor, Salem Fire Department, and design engineer. Provide the Salem Fire Department with copies of NFPA 13 and 72 testing certificates, instruction manuals and as-built drawings. The owner shall submit to the Salem Fire Department the names and telephone numbers of emergency contacts. \\FS3\G_Drive\Projects\2011-BostonN11244-001.00\Specifications\Fire\901 NARRATNE.doc 6 t _ . Fire Protection by Computer Design �SNOF MASS gDOµENIC A. N CIOUNO y AHA Consulting Engineers, Inc. 0 FIREPROTE 24 Hartwell Avenue No.ate30 3rd Floor APp T Lexington, MA 02421 S10NA 781-372-3000 Job Name 75 CANAL STREET TENANT FITUP Building 75 CANAL STREET Location SALEM, MA System 1 Contract Data File SYSTEM 1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 , AHA Consulting Engineers, Inc. Page 1 75 CANAL STREET TENANT FITUP Date 10/24/2011 Hydraulic Design Information Sheet Name - 75 CANAL STREET TENANT RENOVATION Date - 10/24/2011 Location - SALEM, MA Building - 75 CANAL STREET System No. - 1 Contractor - Contract No. - Calculated By - AHA Drawing No. - FP1.1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - VARIES Occupancy - ASSEMBLY 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 - 1500 System Type Sprinkler/Nozzle . Density - 0.10 (X) Wet Make STANDARD D Area Per Sprinkler - 168 ( ) Dry Model E Elevation at Highest Outlet - 20 ( ) Deluge Size 1/2 S Hose Allowance - Inside - 0 ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.165 G Hose Allowance - Outside - 250 QUICK RESPONSE N Note Calculation Flow Required - 527 Press Required - 61 TEST Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 9/20/2011 Cap. - T Time of Test - 10 PM Rated Cap.- Elev.- E Static Press - 72 @ Press - R Residual Press - 68 Elev. - Well Flow - 1350 Proof Flow S Elevation - 0 U P Location - 75 SALEM STREET P L Source of Information - SALEM W.D. AND AHA Y C Commodity Class Location O 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 O 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) AHA Consulting Engineers, Inc. Page 2 75 CANAL STREET TENANT FITUP Date 10/24/2011 City Water Supply: Demand: Ct - Static Pressure 82 D1 -Elevation 8.662 C2- Residual Pressure: 78 D2 -System Flow 277.336 C2- Residual Flow 1350 D2 -System Pressure 56.964 Hose( Demand ) 250 D3 -System Demand 527.336 Safety Margin 24.333. 150 140 130 p 120 R 110 E 100 S 90 C1 S 80 C U 70 R 60 E 50 D3 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary AHA Consulting Engineers, Inc. Page 3 75 CANAL STREET TENANT FITUP Date 10/24/2011 Fitting Legend Abbrev. Name 'h % 1 1'/. 1'h 2 2'% 3 31/. 4 5 6 8 10 12 14 16 18 20 24 Avc Alarm Vic 751 0 0 0 0 3 9 8 17 0 21 0 22 50 0 0 0 0 0 0 0 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zac Ames 2000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with*. The fittings marked with a *show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD AHA Consulting Engineers, Inc. Page 4 75 CANAL STREET TENANT FITUP Date 10/24/2011 Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Reg. 100 - 20.0 5.6 9.0 na 16.8 0.1 168 7.0 101 20.0 5.6 10.32 na 17.99 0.1 168 7.0 102 20.0 5.6 16.48 na 22.73 0.1 168 7.0 103 20.0 5.6 20.83 na 25.56 0.1 168 7.0 104 20.0 5.6 9.04 na 16.83 0.1 168 7.0 105 20.0 5.6 10.36 na 18.03 - 0.1 168 7.0 106 20.0 5.6 16.54 na 22.78 0.1 168 7.0 107 20.0 5.6 20.91 na 25.61 - 0.1 168 7.0 108 20.0 5.6 9.17 na 16.96 0.1 168 7.0 109 20.0 5.6 10.51 na 18.15 0.1 168 7.0 110 20.0 5.6 16.78 na 22.94 0.1 168 7.0 111 20.0 5.6 21.2 na 25.78 0.1 168 7.0 112 20.0 5.6 23.56 na 27.18 0.1 168 7.0 90 20.0 21.96 na 86 20.0 22.04 na 82 20.0 22.34 na 78 20.0 23.7 na 88 18.0 23.6 na 84 18.0 23.68 na 80 18.0 24.0 na 76 18.0 24.67 na 72 18.0 31.99 na 70 18.0 33.16 na 60 10.0 43.47 na 50 9.0 47.91 na 40 -5.0 54.49 na TOR -5.0 55.73 na BOR -5.0 55.86 na BKFL -5.0 58.78 na UG1 -5.0 59.04 na UG2 -5.0 59.1 na TST 0.0 56.96 na 250.0 The maximum velocity is 13.21 and it occurs in the pipe between nodes 111 and 82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AHA Consulting Engineers, Inc. Page 5 75 6ANAL STREET TENANT FITUP Date 10/24/2011 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "`*«`« Notes ""«« Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 100 16.80 1.049 1 E 2.0 12.000 9.000 K Factor= 5.60 to 120.0 0.0 2.000 0.0 101 16.8 0.0943 0.0 14.000 1.320 Val= 6.24 101 17.99 1.049 1T 5.0 12.000 10.320 K Factor= 5.60 to 120.0 0.0 5.000 0.0 102 34.79 0.3624 0.0 17.000 6.160 Vel= 12.91 102 22.73 1.38 1T 6.0 12.000 16.480 K Factor= 5.60 to 120.0 0.0 6.000 0.0 103 57.52 0.2416 0.0 18.000 4.349 Vel = 12.34 103 25.56 1.61 1 E 4.0 1.000 20.829 K Factor= 5.60 to 120.0 0.0 4.000 0.0 90 83.08 0.2252 0.0 5.000 1.126 Vel = 13.09 0.0 83.08 21.955 K Factor= 17.73 104 16.83 1.049 1 E 2.0 12.000 9.036 K Factor= 5.60 to 120.0 0.0 2.000 0.0 105 16.83 0.0946 0.0 14.000 1.325 Val = 6.25 105 18.03 1.049 1T 5.0 12.000 10.361 K Factor= 5.60 to 120.0 0.0 5.000 0.0 106 34.86 0.3637 0.0 17.000 6.183 Vel = 12.94 106 22.78 1.38 1T 6.0 12.000 16.544 K Factor= 5.60 to 120.0 0.0 6.000 0.0 107 57.64 0.2425 0.0 18.000 4.365 Vel= 12.36 107 25.60 1.61 1 E 4.0 1.000 20.909 K Factor= 5.60 to 120.0 0.0 4.000 0.0 86 83.24 0.2260 0.0 5.000 1.130 Vel= 13.12 0.0 83.24 22.039 K Factor= 17.73 108 16.96 1.049 1 E 2.0 12.000 9.168 K Factor= 5.60 to 120.0 0.0 2.000 0.0 109 16.96 0.0959 0.0 14.000 1.342 Vel = 6.30. 109 18.15 1.049 1T 5.0 12.000 10.510 K Factor= 5.60 to 120.0 0.0 5.000 0.0 110 35.11 0.3686 0.0 17.000 6.266 Vel = 13.03 110 22.94 1.38 1T 6.0 12.000 16.776 K Factor= 5.60 to 120.0 0.0 6.000 0.0 111 58.05 0.2457 0.0 18.000 4.423 Vel = 12.45 111 25.78 1.61 1 E 4.0 1.000 21.199 K Factor= 5.60 to 120.0 0.0 4.000 0.0 82 83.83 0.2288 0.0 5.000 1.144 Vel= 13.21 0.0 83.83 22.343 K Factor= 17.73 112 27.18 1.61 1 E 4.0 1.000 23.559 K Factor=5.60 to 120.0 0.0 4.000 0.0 78 27.18 0.0286 0.0 5.000 0.143 Val= 4.28 0.0 27.18 23.702 K Factor= 5.58 90 83.08 2.157 1T 12.307 2.000 21.955 to 120.0 0.0 12.307 0.866 88 83.08 0.0542 0.0 14.307 0.775 Val = 7.29 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AHA Consulting Engineers, Inc. Page 6 75 CANAL STREET TENANT FITUP Date 10/24/2011 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 83.08 23.596 K Factor= 17.10 86 83.24 2.157 1T 12.307 2.000 22.039 to 120.0 0.0 12.307 0.866 84 83.24 0.0544 0.0 14.307 0.778 Vel= 7.31 0.0 83.24 23.683 K Factor= 17.10 82 83.83 2.157 IT 12.307 2.000 22.343 to 120.0 0.0 12.307 0.866 80 83.83 0.0551 0.0 14.307 0.789 Vel = 7.36 0.0 83.83 23.998 K Factor= 17.11 78 27.18 2.157 1 T 12.307 2.000 23.702 to 120.0 0.0 12.307 0.866 76 27.18 0.0068 0.0 14.307 0.098 Val = 2.39 0.0 27.18 24.666 K Factor= 5.47 88 .83.08 3.26 0.0 12.000 23.596 to 120.0 0.0 0.0 0.0 84 83.08 0.0072 0.0 12.000 0.087 Vel= 3.19 84 83.24 3.26 0.0 12.000 23.683 to 120.0 0.0 0.0 0.0 80 166.32 0.0262 0.0 12.000 0.315 Val= 6.39 80 83.84 3.26 0.0 12.000 23.998 to 120.0 0.0 0.0 0.0 76 250.16 0.0557 0.0 12.000 0.668 Val = 9.62 76 27.18 3.26 1T 20.159 79.000 24.666 to 120.0 1 E 9.408 29.567 0.0 72 277.34 0.0674 0.0 108.567 7.321 Vel = 10.66 72 0.0 3.26 1 E 9.408 8.000 31.987 to 120.0 0.0 9.408 0.0 70 277.34 0.0674 0.0 17.408 1.173 Val = 10.66 70 0.0 3.26 1 E 9.408 72.000 33.160 to 120.0 IT 20.159 29.567 3.465 60 277.34 0.0674 0.0 101.567 6.849 Val= 10.66 60 0.0 3.26 1 E 9.408 50.000 43.474 to 120.0 0.0 9.408 0.433 50 277.34 0.0674 0.0 59.408 4.006 Vel = 10.66 50 0.0 4.26 1 E 13.167 15.000 47.913 to 120.0 0.0 13.167 6.063 40 277.34 0.0183 0.0 28.167 0.516 Val = 6.24 40 0.0 4.26 2E 26.334 41.000 54.492 to 120.0 0.0 26.334 0.0 TOR 277.34 0.0183 0.0 67.334 1.234 Val= 6.24 TOR 0.0 6.357 1Avc 27.661 5.000 55.726 to 120.0 1 E 17.603 45.264 0.0 BOR 277.34 0.0026 0.6 50.264 0.131 Val= 2.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AHA Consulting Engineers, Inc. Page 7 75 CANAL STREET IENANT FITUP Date 10/24/2011 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 2G 7.544 6.000 55.857 to 120.0 1 E 17.603 25.147 2.846 ' Fixed loss=2.846 BKFL 277.34 0.0026 1Zac 0.0 31.147 0.081 Vel = 2.80 BKFL 0.0 6.16 1G 3.236 50.000 58.784 to 120.0 1T 32.359 35.595 0.0 UG1 277.34 0.0030 0.0 85.595 0.261 Vel = 2.99 UG1 0.0 8.27 1G 6.326 40.000 59.045 to 140.0 1T 55.354 61.680 0.0 UG2 277.34 0.0005 0.0 101.680 0.055 Vel = 1.66 UG2 0.0 12.34 1G 9.377 275.000 59.100 to 140.0 1 T 93.767 103.144 -2.166 TST 277.34 0.0001 0.0 378.144 0.030 Vel = 0.74 250.00 Qa = 250.00 527.34 56.964 K Factor= 69.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 — I SECTION 9: PROPERT'OWNER AUTHORIZATION � ' I .Vamr.�nd Addrc..��1 Pru�,crlv Uwnrr � - � � I !"..t �1.°/�ti- `7T C4n 9 ( S"/ ,�R;�t.� U`" . 7t> i .Vamr IPnntl Vu..�nd ti�n�rl l'ih•/�u�vn ' . Gp � I'n� r��hrnrr<'�mt.�cl INurmatiun: � ;�� ,�,vl.� �-�. �i �7 _ — I iidr Trlrphunr Nu. Ibusmr��l Trlrphunr�Vu. Icrll) , r-ma�l ad.in�. ' I(.�F,pGr.iblr. Ihr F+n��+�rlr own�r hrrrby authurizr.r '�, X.imr 5trer1 Addrrs+ Cilv/T�nvn Statr Lip� � t��acl �m Ihr ,ni +rrl��u.rnrr'.brh.ilf. m.dl maurr.r relaii.�r�u�vurk.�whunce.f bv�his buddin • +rrnvl a i �lic.itiun. SECTION I0:CONSTRUCTION CONTROL IPlease fill out Appendix 2) 11f budJin iv k�s+ilun 35.IIUU ru.ft��f.•nrluvJ s a...+nd/ur no�uMl.r Can.<Iru.tion CuNrol�hen cheak here�nJ.ki 5�ti'iion IU.11 10.1 Rr iatercd Professional Res on�ible (or Constrvclion Contml � N.imr(Rrtiis�renq � Trlrphunr No. rmail addrrss Rrgialraliun Numbrr � � 5trrrl Addrr� City/Tuwn � 5tate Zip Discipline Expiration Datr . 10.2 Genenl Contncror '��k h C �nyNa�m�: OJ�/4 �/i �lo � � - / / , � �inD 1/�if� f CS 7Y7�°� Conl/i^rt/� 'o�n �vOC/�✓�et �/ Gqs � � Namr uf Prrwn Rea ms�p{,�r fur Cunylructiun p Licrnse No. and Type if Applicable ��I f�awlt,n �/�a/ ,J4.�/v( _ �2�' �/fd�. Street Address ity/Town State Zip _ 7S/ -�-�� - Trle hone IVo.(business) Tele hone No. cell � �mail address � SECT70N Il:WO K RS' O SA O IN NCE AFFIDAV (M.G.L c. 152 25C(6)) A Workrrs'Cumprnaation Insurance Affidavit from the MA Department of Industrial Accidenfs muat be wmplrtrd and submitted with this application. Failure ro provide thie affidavit will result in the denial of the issuance of the building permit. Is a si ned A(fidavit submitted with this a IicationT Ye��/FJo O SECTION 1L•�CONSTRUCI70N COSTS AND PERMIT FE8 Item Estimated Costs:(Labor and Materials) Tutal Construction Cost(from Item 6)=S 1. Building S Building Permit Fee�Total Cunstruction Cust x_((nsert here 2. Electrical . f appropriate munieipal factor)=S 3. Plumbing f ' 4. Mechanical (HVAC) E Note: Minimum fee�S (contact municipalily) 5. Mrchanical (Othrr) 5 Enclosr chrck payable to 6. T��W I G�st � f 0 p p (contact munici alit )and writr chrck numbrr hrrr SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT Hv an�rnnK my n,�mr brluw, I hrroby allr.l undrr thr p.iin�and penaltirx u(prrjury thet.ill uf thr infurm.ttiun cuntained in ihis �� eF,plic.�dun i.lrur and eccuratr lu thr br.l uf my knuwlraltie and understandin�;. . � KnS/G� S Y f � p��/ �� o <r r� � b'^C'"l.-.�-- /�w%�r �7�- � r �- -LlL� � �a ^�!� 19i•.i... ,y rinl_and .i�;n n.imr / (idr irlcE�hunr Xu. Ual� I �L%l4n f0�+ ��/T �k.✓ t+ ��, d� P!d li �trccl :\JJre.. C. siT�nrn �t.ite Gf� I O I )tunieipal Insprctur to fill aut this section upon application approval: U'+�+ � \.�mr � U.ite � � ' �� i y • } ' � / , � _". _-.. . _.__. .._ .�.__._" � ' ' ' _.__-`�. _ . . - � ��1 I P�vPos�� `� `t—.� p.rT re�m is 1 • yO p�6�— ��t � �� `��S7�t �� ` 1' n ^ 36 '. M� _ Aos� 3� o° �. 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