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2 TRADERS WAY - BUILDING INSPECTION 2 TRADERS WAY Certificate No: 475-14 Building Permit No.: 475-14 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the Restaurant located at i' Dwelling Type 1-15 TRADERS WAYin the CITY OF SALEM -- ----- -------------- --------------------------------------------------- ---- - -- Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY LONDI'S RESTAURANT This permit is granted in conformity with the Statutes and ordinances relating thereto, and expires Tuesday 4.1. unless sooner suspended or revoked. Expiration Date I --------------------- Issued On: ;b 26,2014 -- —��`� - --- - ---- "GeoTMS®2014 Des Lauriers Municipal Solutions,Inc. --- ------ -- - ------------- - - --- ---- f.. n r J =` 1-15 TRADERS WAY 475-14 COMMONWEALTH OF MASSACHUSETTS Map a�08 x CITY OF SALEM Block 4 s 4 4 ..yy LoC, tl KA a�aK 0126 C tegory BUILD OUTf f (Permit# =p 47514 „ 1 BUILDING PERMIT iPro7ect# � ;.7S 20 14-00 1 07 3 v r'�:I §t Cost. . ,=$105,500001 ,' ,';, j T'ceCh•trgerl." ',',$1;160.00 s ;•xj 3alanc Due: $00� __ pERMISSIONIS HEREBY GRANTED TO: Contractor: License: Expires: Use Group '' Chris Casteris CONSTRUCTIO SUPERVISOR-csfa-0567 02/25/2015 !Lot Size(sq.ft.): 577606.9068 z � " Zonm _ B2 - :. �' `, ,�.1Owner: HIGHLANDER PLAZA REALTY TRUST,PERECHOCKY MARK/RAPPA g ;,. R,. !Units Gained: , �Applieant: Chris Casteris _ Units Lost :, 1-15TRADERSWAY J gSafe ISSUED ON: 10-Dec-2013 AMENDED ON: EXPIRES ON: 10-Jun-N14., TO PERFORM THE FOLLOWING WORK: BUILD OUT P R ROAST BEEF&PIZZA RESTRAURANT. Z/ % p POST THIS CARD SO IT IS VISIBLE FROM THE STREET Electore Gas Plumbing Building '.�Jnderground: Underground: "q1 Underground: 11,41 j.' "' ' Excavation: service: Meter: �� 1 1��� Footings: i2bugh.j2 -.,C /j w� 't'U.{/jf;Rough: D(t, Rough:l t �/ Foundation: ��� Final:/�j C/j// s1 Final Final: O � V Rough Frame:tT`•�,-S\- r Fireplace/Chimney: D.P.W. Fire Health Meter: Oil: Insulation: MaJ rt,1rL. Final:�{•Li6q ZIZS I I I House# Smoke: 4Y I—` 2. 2-91i� '1 oU VVVV {fi�i Treasury: N'n[er. Alarm: Q 2! Assessor L� Sewer: Sprinklers: Final: - - THIS PERIWIT MAY BE REVOKED BY THEPTY OF SALEM UPON VIOLATION OFA I S Id!LES AND REGULATIONS. mil l Al Ste. •t i - Signature: Fee'rype: Receipt No: i - Date Paid: Check No �7. _ Amouit: - BUILDING REC-2014001075 10-Dec-13 5151 .#..$1,160.00 IMPORTANT:OWNER OR CONTRACTOR W IST GeoTMS9 2013 Des Lmviers Municipal Solutions.Inc. ARRANGE FOR PERIOD r II I ''1 CONSTRUCTION._LE i, F 1 .. CHAPTER 1 FOR LIST OF kF ' -.I== ` ""'`'S. CALL978419-5641 TO SCHEDULE AN INSPECTION z w a rids do X113, av 3A SA AN b y t � 7 �d�L1aN�� CITY OF SALEM PUBLIC PROPERTY a DEPARTMENT KIAIBERLEY DRISCOLL MAYOR .«. ,. 120 WASHINGTON STREET♦.SALEM,MASSACHUSETTS 01970 TEL:978-745-9595 ♦ FAX:978-740-9846 October 30, 2007 IHOP Restaurant 2 Traders Way Salem, MA 01970 Dear Restaurant Owner: This office is in receipt of your Application for your Common Victualler's License. As the clerk for the Licensing Department is currently out due to illness, it will be impossible for us to process this application until her return. This letter is to acknowledge the receipt of this application so as to allow you to operate your establishment until this paperwork can be processed. If you have further questions regarding this matter please contact the Building Commissioners Office at (978) 745 - 9595, ext. 5640. Sincerely, L J 'seph E. Barbea , Jr. Assistant Building Inspector/Local Inspector CC: file Architecture Engineering Lehmann Mehler Hirst Thornton Associates LETTER OF TRANSMITTAL ooA� LMHT PROJECT NUMBER: 06284.00 IDATE: 08.02.07 PROJECT NAME: IHOP' PROJECT LOCATION: Salem, MA TO: Joseph Barbeau City of Salem []Next Da 10:30 AM Public Properties / Building Dept []Next Day Saver 5:00 PM 120 Washington Street Ell-land Delivery ❑Pick-U Salem, MA 01970 ❑U.S. Mail ❑Courier 1 1 Exit Requirements Letter for IHOP Salem, MA 08.02.07 Transmitted For: Your Use E]Your Distribution ❑Your Review/Comment Other: Please Return Copies TRANSMITTED BY. Brenda White 2805 Meridian Parkway,Durham, North Carolina 27713 (919)544-0087 fax:(919)544-9399 PPP mown architecture engineering architecture engineering - August 2,2007 City of Salem Public Properties/Building Department Attn: Joseph E. Barbeau,Jr. Assistant Building Inspector - Public Properties Department Building Office Salem;MA 01970 Ref:IHOP Tenant Remodel,2 Traders Way, Salem, MA Dear Joseph, C _ I have reviewed the exit requirements for this location, and have determined that door#13 can be removed since the remaining exits are more than sufficient to meet the code requirements.The total occupant load for this restaurant is 285 persons.Three exit doors are provided from the dining areas. Per table 1009.2, the exit width required is 285 x .20"= 57". Clear exit width provided from building is 180"clear, of which 68" are at the front door. Per Section 1006.2.2, the main entrance is capable of serving as the main exit and does provide an egress capacity for at least one half of the total occupant load. (half of 57"=29"required<68"provided at front door). Per Section 10006.4.1 Remoteness: Location of the exits from each dining space in,relation to the front door are placed a distance apart equal to not less than one-half of the length of the maximum overall dimension of the areas served. Left Dining Room: Distance between doors.= 69'-9" and half of the diagonal = 24'-2", hence we comply. Right Dining Room: Distance between doors = 59'-8" and half of the diagonal-=29'-3", herice we comply. Sincerely,. \ E No.11078 fL DURHAM.. Glen R. Lehmann N.C. Principal MOF GRL/pm J 2805 Meridian Parkway, Durham, NC 27713 phone: 919 544 0087 fax: 919 544 9399 G� BMW mow _ J 189 --8622019 7700800 . 410 AUG 03 07 6 6 5 9 MAILED FROM D RHAM,NG 2 7 7 1 3 - 2805 Meridian Parkway, Durham , N.C. 27713 - Joseph Barbeailu City of Salem Public Properties/Building Dept 120 Washington Street Salem,MA 01970 architecture Rd engineering ILMI-I'r Ass<_-aciaLt,<es F' August 2,2007 `Opy City of Salem Public Properties I Building Department Attn: Joseph.E.Barbeau,Jr. - Assistant Building Inspector Public Properties Department _ Building Office - Salem,MA01970 Ref:IHOP Tenant Remodel,2 Traders Way,Salem,.MA Dear Joseph, I have reviewed the exit requirements for this location,and have determined that door#13 can be removed since the remainingexits are more than sufficient to meet the code requirements.The total occupant load for this restaurant is 285 persons.Three exit doors are provided from the dining areas. Per table 1009.2,the exit width required is 285 x .20"=57". Clear exit width provided from building is 180"clear,of which 68"are at the front door. Per Section 1006.2.2,the main entrance is capable of sewing as the main exit and does provide an egress capacity for at least one half of the total occupant load. (half of 57"=29"required<68"provided at front door). Per Section 10006.4.1 Remoteness: Location of theexits from each dining space in relation to the front door are placed a distance apart equal to not less than one-half of the length of themaximum overall dimension of the areas served. Left Dining Room: Distance between doors=69'-9"and half of the diagonal 24'-2", hence we comply. Right Dining Room: Distance between doors=59'-8" and half of the diagonal=29'-3",.hence we comply, Sincerely, No.11076 �OtNz' ---- Gieu R:"Lehrm ma - - Aa;. Principal GRUpm 2805 Meridian Parkway,Durham,NC 27713 phone: 919 544 0087 fax: 919 544 9399 Q. a gG $�J /' II y / ol %9g GRAPHIC SCALE' �0 s o a s io zo . IN FEET ) 1 inch = 5 ft. \ -r F WOVERLAY)\ aJ +99.37 61 I Iii, Till 11 i \ �: ISI o +99.76 U.36fi / :L 99.59 +99.59(GUTTER) 1 - EXISTING SIDEWALK / bill TO BE REMOVED (3 OVERLAY) (DUE TO GRADES) % 99.59(GUTTE 90 , a +99 69 A44 j 998 h 96 / ' n / qo 99.59(GUTTER) j9.95 I, �o-0o ZEXIS71NG SIDEWALK +99.70 TO BE REMOVED ,(DUE TO GRADES) IL / i w � / a N / y 00 1 LL 0 aL� o E y Q �'4 4 i IOK • p , e op n III yyF., L1 I -- _ . __ _ - -----� - �� -� �! : III I II � - II '� i I ,' i �� i .+� -. �1' 1 �' �' �� -� �.i� '- 7 , , � a , , y ��- _ i ,� i l I __ _ .� ,, ;i _� KAY-24-93 MON77,;40 FITTS INS, AGENCY FAX NO. 509 620 0227 P. 02 a k�i' d.MR j&S y4 ROTI 4 YI T <:"f W( 5'V D1 NN�,S $ a'`; R $0 b'S.e.f.a, xexa•, „T q M '(F..•,M .. .®:Mna'tl�. .'�,�,,.< fcI'"A:. .v adYY ^%T?��.\+:4;i.Rs f✓MuSk�Y?MEw:...ei><a,%=S3.s3YR'�''s$;?kt'CT4i4Y;MP>K RI«a!'9e�'a�kRJ 1E�RMttM`a,"YY$:g,�rdd'%baR Ra Mx�1d2k :.b$i'Pd''%btN xL;C 11 DATE9(K3RMDAa . h9ARM" PRODUCER .... ....... ...... . : 71416 CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE i DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE FMIs Insurance AOerrcy Ino, POLICIES BELOW. 40 Union Avenue :............................................................................................. P. 0. TBga 585 COMPANIES AFFORDING COVERAGE FntnkMyha n MA 01701- ................................................:..................... ................. i COMPANYA HARTFORD FIRE INS. ...................................................................................................................................................................... NBUREO L� B ARSELLA MUTUAL INS. ...................................... Wayside Conatruollon Corp COMPANY C AMERICAN STATES INS. CO 1112 West Central Street ....................................................................................................................................................................... COWA MA 01LETTER Y Natick D CONNECTICUT INDEMNITY CO. Natick760 t LETTER :..............................................................................................................I........—........... COMPANY E - LETTER RAGES'kn'.i.0 aR ab .V�^R?nafa lSE !ye 4 2} iR <Yk OtY RxY '^4 YLA L1dW'f R ",bM;R% 31�e, nfE P \n G.... ..,.a.£w.. -k �h�.:,.,..-C,3,. THIS 16 TO CERTIFY THAT 714E POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, ...._ EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ...........................................................................,..,,..........................................,.....,......................... ''. i L7 TYPE OF NSURANCE POLICY NULH-A POLGY EFFECTIVE POLICY EXPIRATIONLTR; ' DATE (MDA'r) DATE LMR6 MA C GENERAL.................._.............................,...........0200030806.1 OWM3 01120194 GEN.......,.,....,....................................,...,....................... ................................................ ..n ........................ ..... ......................:........ LUBIJTY ERAL AGGREGATE if j COMMERCIAL GENERAL LIABILIri •'••..' a.....,.. ���e�n .... : PRooucTs ! 2ODD000 ..... .... CUM MADE � X OCCUR: � i..............................................fi.............. ... i_PERSONAL 6 ADV,IN URY 1 ...1000X00••• ......_ OYMER•S 6 CONTRACTORS PROT. : EACH ........ .................�................ ...:..............•• OCCURRBrCE ! lam ....... ... FRE DAMAGE. ...GM ex flee)......'S ... .60000.... i _ .......... ...,. 1 . ..;.................................................................»...........,,.................... ......,�..........i............... ... .........._ .. - MED.EXPENSE(ABY eft parean)i! r ..... �... .. .,.......4...............................................0............ B ARrrOAtoeLE LMBLnY 20F $13 604 08!23192 08121183 COMBINED SNOLE .f 1000000 ANY AUTO 20F 514 26109/16192 09/16/93LAID :.......I ALL OWNED AUTOS 2OF 514 698 iD/1SA2 IDIIW93 :......................... BODILY trIjkm X ;SCHEDULED AUTOS _ O'er pat m) !f iHIRED AUTOS i.......................................... i.......: (BODILY INJURY j 7 'NON•Ov.NEO AUTOS !(Pu ecaHentlf i........i i ........................................................................ i ;GARAGE LIABILITY i •••••••••••••• .....) i PROPERTY DAMAGE f .�....:EKOEGS LlAsLnY j........:............................................................................................................................................................ .......... .......3,....................I.........................i.....................................000 C TBD OSI1N93 OS118/94 EACH OCCURRENCE S 1000 X !UMMLA FORM ... ............. . .. I .. i........: .Ie....... AOGREGATE � .i..''s....:_:...%."....`,:i�n,e..k1,en0^l `.. r.ytA.�100 :OTHER THAN WAa95UAFORA . I , ............... ........ .......... ................. ................... ....•.•....•...•...••••......... � : ..........................._ ...rAC ' WOPA'S COMPENSATION LIMITS ....� E .............A t o T7W=Eoon 0@7/93 627/94 EXIllT ;.,:.T.�i....a... .... iVYVW ......................... . .... . EMPLOYERS'LIABLDY i DISEASE-POLICY LNR f 600000 .. .............. .................... ..............:.......,........................ .............................i......................... .. .......... L...............................................:...... ....................... DISEASE EACH EMPLOYEE !f 600000 iDRIVER ..:............... .. ....................... .........................:............................... I i ROUTE 6 pE9'0 �P�gHL�:pOPCpAv�TgIAONs�1pOAiN�NORTH �LI�APREZTy7�OUTIi. MA TILE RONOUND POUR, INC ISD ASCANAD.................... .......E.......................................... ............ ..... .. ........... . . .. . .............. % ITEMS ADDITIONAL INSURED ANO SUBROGATION I$ WAIVED IN THEIR FAVOR AS RESPECTS ALL WORK PERFORMED FOR THE GROUND ROUND, INC. THESE COVERAGES SHALL BE PRIMARY IN RESPECT TO THE GROUND ROUND, INC, AND ANY COVERAGES CARRIED BY THE GROUND ROUND, INC. SHALL BE EXCESS AND NON-CONTRIBUTORY. yFRl�P1C� a 3r',E:.'it tl d' Espyh ice•kII M. L �. ,w.e... ..•.•t'Y..:.:`�t3'tau ... :: .<...�. ^� ' :..^, a.,...k�y ..... : aaiYn. §rz:w...:Ku«BkRv .<".,Qr'u". .4•?.a.wm&zl ks��'i�Sw ?.:Pi 'Fr:lh'Z.a!'rlfS.ttii'A Nn SHOULD ANY OF 714E ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE I;'I:�I� ) �'J(. (_ ,r�, T .�. (•. 0 EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO Ground Round IRC. Y MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE �I 35 BraTntree HILI Office Park LEFT. BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR P.0 B°! 9076 K", LIABILITY OF MA 021&1 P N THE COMPANY, ITS AGENTS OR RL•PflESENTATIVE6. Bnlnerae E'. '�N'itAUnlpRlgD REPRE [ BY 174 1.r .vn.:'..v... g:pl..n'.wn....,3,e'..."...y n•:v.v .".. b CI`JP«"a, . ... a o' a•.<..e> A Qgt.AnCkt'1g4!1:'., .+ t•ll-tin SlKttl R671Hbt4n8ITECTS 33: 4997 P- 01 1�', et Y e South Weymouth FAX Transmission! •x.11 V lC]y�dHtect 1' 617- 1.4458 617-331.4458 DATE: 'ro: ,4y'S103 l�AI.ST�t/O�e�lri _ ATTx: C7C)SPl�I WIGS _ . 1�Acss SENDERS NAME: �}���� L�?l'0�.4 FAX N0. NO CARBON PAPER REQUIREO: Just type (or write)on original.Your ImWeaelOn Will automatieelly,appear on copies beneath, Ce t I PO Ting®W.D�11,,0100.0na Neem ma"xotzJd Fold at(>)to fit 771 DUA-VUEa Envelope MAIN STREET ARCHITECTS, INC. MODMO 571 Main Street SOUTH WEYMOUTH, MA 02190 LETTER (617) 331-4458 Date June 3, 1993 To John Jennings Subject Ground Round Restaurant Building Department Deck Addition Salem, MA Dear John, As per our telephone conversation today regarding the proposed wood deck footings. 1 have instructed Wayside Construction that all piers will be below grade and none are to be on top of the asphalt. The 12" Dia, Sono tube piers shall be placed on suitable bearing material. This site has been filled with crushed stone which may make a 4'-0" depth difficult in those areas a 1'-6" deep pier should be sufficent depth for this structure, Thank you again for your assistance. Sincerely ❑ Please reply No reply necessary SIGNED PREM 3314599 __ _. ____. _ (AE 0A) 9G-n3-33 03 4L1 FM Pill � n.rre oo vc. MAIN STREET ARCHITECTS INC. ' January 27 , 1992 9119 . 00 _? . 571 Main Street ; WEYMOUTH, MA 02190 ;Ground Round Restaurant (617) 33I4458 ; Salem, MA qmrvTaRc-oF own.e The Ground Round, Inc . R.P .C. Ground Round j 35 Braintree Hill Park ISunny P30 " 10 : 30 --- - P . O. Box 9078 John Lynch, Pete Rodriaues , 1 Braintree , MA 02184-9078 Chris Jacowitz , Ralph Cappola, Jim ' THE FOLLOWING WdS ilo:-�: 7Ryan � Report # 5 Final Architectural and Engineers Inspection Affadvits issued subject to the following items . 1 . Remaining light fixtures to be installed. 2 . Rest room and vestibule hardware to be installed. 3 . Grab bars in handicap toilets to be installed. 4 . Handicap rest room and parking space signs to be installed. 5 . Fixed furniture seating to be installed. 6 . Fire off kitchen make-up air unit, dining and lounge HVAC Units . 7 . Submit flame spread certificates on carpet and upholsterv. 8 . Final Town of Salem Building and Fire Department Inspections . John Lynch, Pete Rodrigues , r� - - ��v . � Dave Harris, Salem Building Dept .v RODRIGUMPERRETT CORPORATION GENERAL CONTRACTOR 6900 PHILLIPS HIGHWAY,SUITE 21 JACKSONVILLE,FL 32216 n (904)296.1757 O G7 F N r) P i*s January 30 , 1992 In m cxa y f'+9 Mr . Dave Harris City of Salem Building Department 2 Salem Green Salem, MA 01970 Re : Occupancy Application Ground Round Restaurant 2 Traders Way Salem, MA 01970 Dear Mr. Harris , As Construction Supervisor for the above referenced project , I respectfully request that a Certificate of Occupancy be issued. The work performed is substantially complete and in conformance with the plans and specifications . All required inspections have been approved and have been signed off by the local inspectors . Only minor punch list items are left to complete. Pursuant to compliance with the requirements of the Salem Building Department and section 127 . 3 of the Massachusetts State Building Code, I certify that to the best of my knowledge and belief , all work is done in substantial accord with this section. Thank you for your attention to this matter . Sinc//er ly, R40RO RIG ES-PE CORPORATION X J . Rodrigues e P sident C: John Lynch MAIN STREET ARCHITECTS INC. UJanuary 22 , 1992 9119 .00 571 Main Street PFOJECT WEYMOUTH, MA 02190 Ground Round Restaurant • LCCATIOry (617) 331-4458 Salem, MA mNTRACTOF 'VIN ER The Ground Round, Inc . R. P.C. it Ground Round �IEAIE,= -:p. 30 ;T 10 : 00n^ 35 Braintree Hill Park Cloudy =nn - — -RCsENr >r siT- P . 0. Box 9078 I John Lynch, Frank Lutkus , Pete Braintree, MA 02184-9078 Rodrigues , Chris Jacowitz , Ralph -,:e FoL_o�rnr�G 'alas \ic---- Cappola Report # 4 Page 1 of 2 r, y G7 1 . Exterior building signs installed. 2 . Main entrance awning not installed. ' A — -- — - _= 3 . Front entrance door hardware being installed. 4 . Dumpster pad fence installed. 5 . Exterior gutters at front entrance not installed. Miscellaneous kitchen counter equipment installed.----- 0' nstalled_ _ — Large and small cheese melters to switch location. 8 . Kitchen floor touch up work being completed. 9 . Soda system and beer lines being installed. 10 . Miscellaneous touch up painting in progress . 1 . "Z" brick installed and stucco to be added for old wall look. ' 12 . Ceiling tiles installed and some adjustments required. 13 . Small Crown moldier installed at duct valances in dining room coffers . 14 . Glass window Danels being installed above half walls at dining room divider. _15_Vestibule-s_t:ain�o be touched up. 16_ Fir-e-alarm-c.ontr_o1s__.n-v_cstibule_ reviewed. _17_.iostess-ar_ea--ita.11s_being.touched.up_. W--Res_tr-oom-toile-t._par-titions-install ed.. - John_Lynch,,. Pete-,.Rodr.igues-,...,�,..,....,.�,.�.._,.t ..u..__. W_..._�,,..,_.�.m�...- ..=.xd..,u.._._.�.r __ Dave Harris, Salem Building Dept 7 �.! !_ `_ _ ;;_ 1 -1- MAIN STREET ARCHITECTS INC. ijanuary 22 , 1992 . 9119 . 00 571 Main Street WEYMOUTH, MA 02190 jGround Round Restaurant Salem, MA —y (617) 331-4458 The Ground Round, Inc. R.P.C . _ — Ground Round -- — ->•F— P30 _ 10 : 00--%11 35 Braintree Hill Park I Cloudy P. O. Box 9078 .1John Lynch, Frank Luktus Pete Braintree , MA 02184-9078 Rodrigues , Chris Jacowitz , Ralph =o!_catr.ic l Cappola ---- j Report # 4 Page 2 of 2 __- 19 . Lounge bar top to be installed. 20 . Tile floor around bar installed_ - 21 . Wood DADO to be re-secured and touched up_ 22. Wood flooring installed. 23 . Exterior doors in lounge not installed. 4a, Light fixtures being installed. 5. Plumbing and electrical work nearing completion_ 26 . Swing arm light fixture to be installed at hostess stand. 27 . Dining room carpet seams to be fixed. 28 . Install all exit hardware. 29 Vinyl stair treads being installed and hand rails missing. 30 . Decor being installed. — 31 . Stain glass panels installed except in vestibule . 32 Change ceiling tiles with sound speaker to match the rest of the ceiling. 33 . Grab bars and restroom signs to be installed. 34 . Final inspection procedures reviewed for issuance of the Certificate of Occupancy. --- 71 DEC —.11 ­91 W E D 10 : 02 MAIN - ST . ARCHITECTS P . 07 � MA �� . ��60U_ote� 1��� Inc. Ralph K. Cappola Robert A. Magri December 11 , 1991 City of Salem r - Building Department One Salem Green c. Salem, MA 09170 pr's A 1 _ Attn: Mr. David Harris I M D= lw RE: Ground Round Restaurant N 2 Traders Way '" Dear Mr. Harris, I Please be advised that Ralph K. Cappola is the architect of record for Main Street Architects, Inc. at the Ground Round Restaurant Project at 2 Traders Way. Mr. Michael cassivoy is the structural engineer of record for C. I . D. Associates. Mr. Cassivoy will certify that the existing building structure meets code. Main Street Architects is inspecting the rest of the construction for compliance with the Building Codes as stated in the controlled construction affidavit dated October 25, 1991 and submitted with the Building Permit application. Accordingly we are monitoring the construction progress and submitting monthly inspection reports to your office (see Attached) . Our last inspection was December 9, 1991 and work was progressing satisfactorily. Pending the rough wire inspection the walls were insulated and ready for dry wall to be installed. I hope this was clarified our responsibilities and please contact me if you have any questions. 0 Aft Sincerly, K.C (�/J f�� lwx � v A n a No.4399 Raplh K. Cappola s PEMBROKE* President goy MASS. P4Z RKC:vmh A� -`'t<7N OF Mtn' i 571 Main Street South Weymouth Massachusetts 02190 617-331-4458 FAX 617-331-4997 lac - 1 1 - 91 W E rl 9 . 59, ..MAIN S7 - ARCH I T E C T S P 6 2 v CONSTRUCTION CONTROL " PRO.JDCT NUMBER: 9119.00 PROTECT TITLE: Ground Round Restaurant PROJECTION LOCATION: 2 Trader's Way NAME OF BUILDING: Ground Round Restaurant NATURE OF PROJECT: Restaurant Alterations For Completion Of Restaurant Existing Building Structure IN ACCORDANCE WITH SECTION 127.0 OF THE MASSACHUSETTS STA'T'E BUILDING CODE I, Ralph K. Cappola REGISTRATION NO; 4399 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT HEREBY CERTIFY THAT I HAVE PREPARED DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLAINS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PR03Wr ARCHITF)CIURAL K STRUCTURAL FIRE PROTECTION ELECTRICAL MECHANICAL Orffm FOR THE ABOVE NAMED PRWECT AND THAT TO THE BEST OF MY IaaWL.EDGE SUCH PLANS COMPUTATIONS AND SPECIFICATIONS MFEr THE APPLICABLE PROVISIONS OF THE; MASSACHUSETTS STATE BUILDING, CODE, ALL ACCEPTABLE ENGINEERING PRACTICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSER USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICFS AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DMIRMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 127.2.2. 1, Review of shop drawings, samples and other suhnittals 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 constrcution components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix B. PURSUANT To SECTION 127.2.3, I SHALL SUBMIT PERIODICALLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE BUILDING INSPEC'IUR. UPON COMPLETION OF THE WORK, I SHALL SUBMT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJkIr FOR OCCUPANCY. a- -, SIGNATURE SUBSCRI ED AND SWORN TO ME BEFORE THIS 25th DAY OF October 1991 �b N Y UBLICCUr:+.p Ei'THGEN.AsSA^. " L"its G.br2 E. 1A;1: JR., Nar,+ry 4�fic MY Commission Expires, Januiryn,m4I4 DEC - 11 - Sl W E D 10 : 00 MAIN S7 . A R C H I T E C T S P . 04 ';4 STREET ARCHITECTS IP'C. DATE 4 571 Ma;n Street November 15, 199 9119.00 IYEYPMOUT4, MA 02190 PROJECT ! Ground Round Restaurant: I -- LOCATION _ (E17) 331.4.139 Salem, MA ro The-( OWNER Group67T TOR Ground Round' Inc.IncP C R Ground Roun WEATHER 35 Braintree rill Park Rain tEMP.•C Dat 10! 304 YJ °ac qr P. o, Bax 9073 PRESENT AT SITE Pete Rodrigues, Chris Jacowitz, !; Braintree, MA 02184-9078 Carl Wagner, Dick Russell , Sid ! THE FOLLOWING WAS NOTED. T - Ralph Cappola Report # l Page 1 of 3 1 .^ Job meeting to review35cost. saving items accepted by Ground Round ar_d !. be incorporated into construction . Each mechanical and electrical sub contractors questions were reviewed in derail to insure a through understanding of any proposed changes , 2. Door fr7 sXisting pair of doers to be changed to a single 3 ' --0"x 6 ' -3" wf door with panic hardware and alarm lock. 3 . Perlick bear representative to inspect underground beer and soda lin-S � i installation befare pouzinq concrete slab. � 4. Site grading in progress and paving .scheduled to be ._-- _ g:.n next week . 5. Exterior painting of building in progress. __ - 6. Demolition of windows for new front entrance completed . ' 9 7 . Structural engineer to issue sketch for truss support at kitchen hood du' openings . - --- 8 . 2H,R. construction detail of stairwells reviewed. 9 . Entire roof structure , interiorcolumns, and exterior walls to have 1 la Of 5f3" fire rated gypsum board applied. 10 . under ground utilities nearing completion and concrete floor s_1ab_ _ installation scheduled for next week . Contractor to make sure all inter}(( tootings. .are in place prior to floor slab installation. I COPIES TO_•_----.-.._.------..__._ I.PT `AI 4 LU )RM -, SIGNED _...„._._..� I. I 1 -91 WED 1 0 : 01 MAIN S -r . A R C H I T E C T S [s'AJN STIEET ARCHITECTS !NC. 'ATE )OR X0 November 15, 199 5119 . 00 571 Main Street'" . PROJECT WrYMOUT4, MA 02190 Ground Round Restaurant LOCATION (`17) 3314458 Salem. MA �I CONTRACTOR OWNER TO � The Ground Round, Inc. P C R Ground Round WEATHER TEM045 narl0 i 30 AM 735BraintreeHill Park Rain 'at FM 'RESENT AT BATE P. 0. Box 9078 Pete Rodrigues , Chris -Jacowitz , ;Braintree, MA 02184-9078 Carl Wagner, Dick Russell , Sid .. THE FOLLOWING WAS NOTED; (HIM) , Ralph Cappola Report # 1 Page 2 of 3 11 . sample interior wall panels were installed with alternate_moldings and paint colors . Ralph Cappola to review samples with Jahn Lynch . I1 - --� Plumbing and Slec:ri,7a1 Report =rlu;nainc — I . Undar,7round sanitary sewer and crease lines installed and ner ! . specifications . 2 . Underground FVC sorsa sleeve lines installed . Pleas have Perlis; ai]c---? sod---�--�� vendors inspect before pouring slab. I 3. Underground water service being installed. EVAC I . Underfloor ductwork has been removed , repaired and installed. Please ce ;i all ends11pp prior to pouring slab. _ - � ^ I;?u 2. HVAC contractor beginning to layout and review duct Systems. d 3 . Please have HVAC contractor submit shop drawings for all equi.nment anihq' Systems . 1 . ThP site lighting poles have peen installed. Please have conrrnCtor level'! 1 Doles . cut off anchor parts and Propirly service and inst.a�2 base.-,roversI I I I', COPIES TO MIM21MV { i SIGNED WED 10 : 01 MAIN S T . AR C H I TE CT S P . 06 t - DATE Joe NO. i:R.Al SVIEET ARCHITECTS INC. November 15 , 1991 9119 .00 571 Main Street ARO ECT 1':fYMOUT4. MA 02190 Ground Round Restaurant LOCATION Salem, MA (617) 331•4.358 E CONTRACTOR To ;Th4 Ground Round, Xnc . P C Rd Round pAWEATHER at 10: 30 AM35 Braintree Hill Park Rain at PM RRCSENT AT 661E — P . O._Box 9078 Pete Rodrigues , Chris Jacowitz. :Braintree�MA 02184-9078 Carl Wagner , Dick Russell , Sid THE FOLLOWING WAS NOTED: (HIM) , Ralph Capnola > Report # 1 Page 3 of 3 Electrical Continued 2. Under,cground interior electrical work being installed,_ all in-conformanca with $nets .--.d, -. . - 3.Install-temporary lighting in all areas per general contractors zeauezt . 4 . Cord .tit feeders from electric roory to remote panels beina install*&, all conformance with specs . 5 . Variqus small rlarificacions to drswincs and specs were discussed an-= avreed upon as outlined on Pete Rodrigues notes . - Fire PYOtectiOTl & SUTil7kl„Er 1 . Sprinkler shop drawings received but have not been reviewed by Salem Fire Department and Ground Round Insurance underwriter . Drawings will not be > reviewed until approved by both agencies and letter of approval-has been s�ibmitted. COPIES TO_ --- John Lynch, Pete Rodrigues � 0MIT __-- ---- Dave Harris, Salem Building Dent. SIGNED _ � .. -------- DEC - 11 -91 WED 9 : 59 MAIN ST" . ARCH I T E C T S P . 0 :3 • C: ,N fTIEET ARCHITECTS INC. DATE :De RO Main n Street nacember 9ROJECT 1991 9119. 00 P 1VEVM JUT4, MA 02190 Ground Round Rpsr�ran,t OCATIOM (E17) 331.4458 Salem MA _— TO COMTRnCTOR OWNER The Ground Round, Inc . 3= Ground Round WEATHER TEMP. °at r 35 Braintree Hill Park Rain 55 la ' 3Pr i �•�•�•� -- ---M PRESENT AT SITE P_ o. Box 9078 Pate Rodrigues, Chris Jacowitz, Braintree, MA 02184-9078 P.ai h_ eDola THE FOLLOWING WAS NOTO: Weport # 2 Page l of 1 I 1. Exterior of buildin, mostl ainred with miscalianeous trim work re:naini: 8.__ _X..E_. _—. _ _ - ---- ---- 2. Awning installed light fixtures not, installed . 3 . Exterior doors not installed. 4 . Sidewalts and pavin$ binder ir2stalled .- 5. Reviewed structural engineers sketch for kitchen hood openings__ _( 3 ' 2x1 to be wood sheathed trusses a.til_ to , trus with joist h:�nrie: added to beam fjL 42L a �solid hosts under bearing _wall . _ 5 RV.Ac dut work bend JrLI Zal r-d an(, 7055 cpm%Jierj-d-., K Ac units set on s e floor, _7, �letrical rough wiring nearing completion awaiting roug:l in:=nection. I ! 8 . Sprinkler linas beinc run. 9. ins.ulaSj-4.r1._22k_inSt-alled. lo . nry�r.a] 1 haing stoc$gd_and ready to becin on second __1_2 ZIectzical panel in placetra0g�ormer to be delivered 13. As,�y9] troof g�#hgjAS-jDgj�rdg, installed over rear stairwell . 14, Second flr stud wall at cathedral spaces to receive_onz layer of 5/8" ------Gvpsim1 r,oard on second floor_Aida nnly- Non-bearing intf?r,1Qr partition .Tn1ri S.ync.1 . Eete RodricuO,S. - >.,.......... COPIES TO 05'l's' Harris , Splen: Building Aeot . ` J � / \� �..jyyjj� O � SIGNED / .r�''f��[' ` ___...w......—.. FRI 15 : 05 R GDR I G U E S - S T CORP P 0 1 Michael A. Cnssavay lanres G. )ucobs Jahn F. King, Jr. Georgo J. Manus Principals CID ASSOCIATES, INC. December 11 , 1991 Mr. Joseph Trolla H.A. Fafard & Son Construction, Inc. 290 Eliot Street JACKS Ashland, Massachusetts 01721 NVIZ7FL Re: Ground Round Restaurant Salem, Massachusetts CID Project No. 88169C.01 Gentlemen: CID Associates has reviewed the framing of the Ground Round Restaurant in Salem, Massachusetts. All items pertaining to the framing that were noted on the punch list of September 20, 1991 , revised October 30, 1991 , were addressed and corrected to the satisfaction of CID Associates, Inc. This punch list had noted any deficiencies or incompletions in the framing and therefore, since has been completed, the walls may be closed up and finish work completed. if you have any questions or comments, please do not hesitate to call . Very truly yours, CID ASSOCIATES, AASSSOOCCIATES, INC. Michael A. Cassavoy, P. . Principal PP68/dar cc: Stephen Crockett, S.K. Crockett Ralph Cupalo, Main Street Architects James David, H.A. Fafard Peter Rodrigues, Rodrigues - Parrett Corporation i ca N — 2 8 — 9 2 T U E 12 : 03 MAIN S T . A R C H I T E C T S P . 02 f, MAIN STREET ARCHITECTS INC. January 27 , 1992 '9119 . 00 571 Main Street WEYMOUTH, MA 02190 Ground Round Restaurant (617) 331.4458 Salem, MA The Ground Round, Inc. R.P.C . Ground Round 35 Braintree Hill ParkSunny 30 10:30` ; P. o. Box 9078 `John Lynch, Pete Rodrigues, Braintree, MA 02184-9078 Chris Jacowitz, Ralph Cappola , Jim Ryan Report # 5 Final Architectural and Engineers Inspection Affadvits issuedls;,,n�ct t the following items . > A -�in o Remaining light fixtures to be installed. M Rest room and vestibule hardware to be installed. F, fU Grab bars in handicap toilets to be installed. Handicap rest room and parking space signs to be installed . Fixed furniture seating to be installed. Fire off kitchen make-up air unit, dining and lounge HVAC Units . Submit flame spread certificates on carpet and upholstery. Final Town of Salem Building and Fire Department Inspections . John Lynch, Pete Rodrigues , Dave Harris , Salem ,.Building Dept . J SRM 24 '92 10: 11 ASSOC 5174515039 P. 1.'1 Michael A.Cassavoy James G.Jacobs John F.King,Jr. George J. Manos Principals CID ASSOCIATES, INC. s5 C-- x. January 22, 1992 g w rn �, Mr. Ralph Capulo, R.A. ;r President past-It'brand fax transmittal memo AFF- �O�?aces r 1 Main Street Architects To From 571 Main Street Raj h Ca ulo bfie Weymouth, Massachusetts 02190 0° c CTD Assoc. , Inc. Dept. Phan Re: Structural Certification Architects Pax f617 451-960 Ground Round (Matt Garretts) Fax n 617 3 1-4 Salem, Massachusetts CID Project No. 88169C Gentlemen: Our structural engineer, Peter Pratt, .and the writer reviewed shop drawings and construction for the above referenced project. As the affidavit structural engineers, we report work performed is substantially in conformance with the plans prepared by Stephen Crockett and permitted by the City of Salem Building Department. Deficiencies indicated on the September 20, 1991 project field report have been taken care of and the building is now ready for occupancy. This report is issued to comply with the requirements of the Salem Building Department and Section 127 .0 Construction Control of 780 CMR - Massachusetts State Building Code. Please call if you have any questions. Very truly yours, CID ASSOCIATES, INC. 0F Mi MI s s 3� MICHAEL G� Michael A. Cassavoy, P.E. 0166 A. CASSAVOY Principal tra No. 30166 MAC4105/dar - �G SSS OMAG cc: Mr. Joseph Trolla Mr. Crispen Jackowitz Mr. Stephen Crockett Engineers,Designers,Planners 108 Lincoln Street,Boston,MA 02111 (617)451.9609 PAX:(617)451-5839 Fold at r>jto fir 771 DUO VUP Envelope =w.rn_a:;n=tus%:,�.s,�:a,I'm j,V: r�aa.,vxonnac r;"; - 11 Ma 30 DATE MAIN STREET ARCHITECTS INC. January 10 , 1992 9119 . 00 571 Main Street PRO,HCT WEYMOUTH, MA 02190 Ground Round Restaurant -OCATrON (617) 331-4458 Salem, MA :CNiR<CTJR _. ER Tr The Ground Round, Inc. R. P.C. Ground Round HEATHER TEMF, 40 ''T 11:00°^ 35 Braintree Hill Park Cloudy ern PRESENT ?T SITF. P . O. Box 9078 Pete Rodrigues , Chris Jacowitz , 12 v ^15 Braintree, MA 02184-9078 Ralph Cappola, J ' k DiCenzoF'--. Jim 1 HE = ��owlr\rG VIAS Ryan c =' fY �. i19 Report # 3 Page 1 of 2 dry,; _ 1 . Exterior building signs being installed. 2 . Main entrance awning not installed. 3 . Small window awnings to have lights changed to 3ft. fixtures for more illumination. 4. Dumpster pad being prepared for fence . 5. Exterior gutters at front entrance not installed. 6 . Kitchen equipment delivered and installation in progress . 7 . Cheese melter and garnishing equipment changes reviewed. 8 . Kitchen floor tile work nearing completion. 9 . Kitchen FRP walls installed as well as most of the ceiling tiles . 10 . Wood trim installed in dining rooms and painting in progress . 11 . "Z" brick pattern reviewed and installation scheduled to begin. 12. Ceiling grid installed and being painted. 13 . Crown molding at duct valances to be omitted if wall registers conflict with installation. 14 . Glass window panels to be added above half walls at divider wall to obtain continuous french door look. 15. Vestibule to be stained one more coat. -John Lynch, Pete Rodrigues , . Dave Harris , Salem Building Dept . - Fold ati>t to lit At DU-O-VtIOU Envelope PFCgICt 2412(M a�Inv.GoOTI Mass.0141 I.To Ower PP04E IOII lot E 1.500-M 6189 DATE JOR NO. MAIN STREET ARCHITECTS INC. January 10 , 1992! 9119 . 00 571 Main Street PROJECT WEYMOUTH, MA 02190 Ground Round Restaurant LOCATION (617) 331.4458 Salem, MA CONTRACTOR I OWNER TO The Ground Round, Inc . R.P.C. Ground Round WEATHER TEMP, 40 Oat 1'I : 00.1 35 Braintree Hill Park Cloudy eat 11 "M PRESENT IT SITE P. O. Box 9078 Pete Rodrigues , Chris Jacowitz , Braintree, MA 02184-9078 Ralph Cappola, Jack DiCenzo, Jim THE FCL:-OWING WAS NOTED: Ryan Report # 3 Page 2 of 2 16 . Hostess area being painted, tile floor installed. 17 . Rest room tile installed some touch up required. 18 . Lounge bar front installed, toa being refinished. 19 . Tile floor around bar being repaired. 20 . Wood trim being installed. 21. Wood flooring not installed. 22 . Installation of corner TV reviewed with metal support bracket hung with threaded rod supported off roof structure to be installed. 23 . Second floor gypsum board installed. 24 . plumbing and electrical work in progress see engineers report. PPCGA92112/ Inc0omn.-OWI to UP,PHONE mu FEI'.I♦00 M 1390 UArE 108 NO. MAIN STREET ARCHITECTS INC. December .00 571 Main Street RR01E=T WEYMOUTH, MA 02190 Ground ound Res�auran LOCATION (617) 331.4458 Salem MA CONTRACTOR OWNER TO The Ground Round, Inc. St Ground Round WEATHER TEMP. 35 Braintree Hill Park Rain 55 °3t 10 :3-M PRESENT AT SITE P. O. Box 9078 PeteROdrigueS.__CllT_is Ja�_itz Braintree, MA 02184-9078Ralph-Cappola THE FGLLOWING WAS NOTED! Report # 2 Page 1 of 1 '1.---Exterioro-f-building mostly-painted with miscellaneous trim work remaining. -2- Awning-ins-t-al.led_light fixtures not installed. -3_._Exterior doors-not installed. __4-- idewalks_and_paving-binder-installed. _5,_Reviewed_str_uctura-1 engineers sketch for kitchen hood openinss-�) 2x-12-' s to-be_added to_ply-wood_sheathed tr-usse.s,.-nail to tr_usses_,with-foist hanger added toteam_side--and.-so.lid_posts under-bearing-wall_. _6 HVAC-duct-work-being-ins-talled-and-10-%_completed ILVACunits-set_on_sec.ond f loor- 7 112ectric.al--r-o-ugh-tiring_-nearing completion awai_t-ing_rough inspection. 8_ Sprinkler I J nesdeing_-run q-_—Insulation_9-0_%-installed_ -10. Dr-ywal.l-be.ing-stocked-and r ady-to-beginn-se.cond-floor- __2_.-Elactri.caleanelsn-placetr-ansformerto-bedeliveredthis-week, -13—Asphalt-roof-shingles_being-installed over-r-ear-stair-well -1-4-.—Second-f.loor-stud-wall at cathedral-spacesto-r-ecelite one-layof-5L8" Gyps um-boar-d-on-second-f-l-oo r-side-on 1-y-.—Non=be ar-i ng-interior--parti-t ion--0- HR-.-Rating-. a—John-Lynch,-Pete Rodrigues , --� J` I� E) I iJ/ code.= Io_Dave_Harris-,1G'$-alem BuildingDeJ,! ___� - l� atect& Ralph K. Cappola Robert A. Magri December 11, 1991 City of Salem Building Department One Salem Green Salem, MA 09170 Attn: Mr. David Harris RE: Ground Round Restaurant 2 Traders Way Dear Mr. Harris , Please be advised that Ralph K. Cappola is the architect of record for Main Street Architects , Inc. at the Ground Round Restaurant Project at 2 Traders Way. Mr. Michael Cassivoy is the structural engineer of record for C. I . D. Associates . Mr. Cassivoy will certify that the existing building structure meets code. Main Street Architects is inspecting the rest of the construction for compliance with the Building Codes as stated in the controlled construction affidavit dated October 25, 1991 and submitted with the Building Permit application. Accordingly we are monitoring the construction progress and submitting monthly inspection reports to your office (see Attached) . Our last inspection was December 9 , 1991 and work was progressing satisfactorily. Pending the rough wire inspection the walls were insulated and ready for dry wall to be installed. I hope this was clarified our responsibilities and please contact me if you have any questions . 4�QF.0 ARCH11?1 Sincerly, 4 No.4399 o G Raplh K. Cappola 2 PEMBROKEn President J 3o MASS. oa RKC:vmh 9�- P w�17l OF p'� L 571 Main Street ' South Weymouth R Massachusetts 02190 617-331-4458 If FAX617-331-4997 CONSTRUCTION CONTROL PROJECT NUMBER: 9119.00 PROJECT TITLE: Ground Round Restaurant PROJECTION LOCATION: 2 Trader's Way NAME OF BUILDING• Ground Round Restaurant NATURE OF PROJECT: Restaurant Alterations For Completion Of Restaurant Existing Building Structure IN ACCORDANCE WITH SECTION 127.0 OF THE MASSACHUSETTS STATE BUILDING CODE I, Ralph K. Cappola REGISTRATION NO: 4399 , BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT HEREBY CERTIFY THAT I HAVE PREPARED DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL X STRUCTURAL FIRE PROTECTION ELECTRICAL MECHANICAL OTHER 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 APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 127.2.2. 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code required constrcution components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix B. PURSUANT TO SECTION 127.2.3, I SHALL SUBMIT PERIODICALLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. SIGMPrTURE SUBSCRI ED AND SHORN TO ME BEFORE THIS 25th DAY OF October 1991 NOF4YUBLIC OF G@02/ E. L" 7E JR., Notary 916iit My Commission Expires, Jar:uary 9,1944 I " 11N. STZEET ARCHITECTS INC. DATE1013 9 1991 JOeN9119 . 00 571 Main Street PROJECT WEYMOUTH, MA 02190 Ground Round Restaurant LOCATION ((17) 331-4455 Salem, MA CONTRACTOR OWNER TO The Ground Round, Inc . Ground Round WEATHER TEMP. 55 °°at 3� . 1 M 35 Braintree Hill Park Rain at M PRESENT AT SITE P . 0. Box 9078 Pete Rodricrues , Chris Jacowitz Braintree, MA 02184-9078 F.al h Ca Dela THE FOLLOWING WAS NOTED: Report # 2 Page 1 of 1 1 . Exterior of building mostly painted with miscellaneous trim work remaining. 2 . Awning installed light fixtures not installed. 3 . Exterior doors not installed. 4 .I Sidewalks .-and -paving binder installed . I 5. Reviewed structure= ei:gineers sketch for kitchen hood openings . 3i i-o be added to Dlvwood sheathed trusses nail to trussesiwith joist hander added to beam side and solid posts under bearing wall . F KVAC C'ur't work being in_,_alTee anc 70% completed. HVAC unfits set on floor. 7 Electrical rough wiring nearing comDletien awaiting rough inspection. 8 . Sprinkler lines beina run . 9 Insulation 90% installed In Drywall being stocked and ready to begin on second floor . 12 , Electrical Dane! in olac,e transformer to be delivered this week . 14 Asnhalt roof shingle= being installed over rear stairwell . 14 . Second floor stud wall at cathedral spaces to receive one layer of 5/8" Gyn 1-nard on n-d floor Side only. Non-bearing interiorpartition0 STR Rating I Tt�`!r� T ynn'� t- lird i r. +aS COPIES TO Dave. Harris , Sale-m B—1.1dinQ Dept. &M MD �0�� _ r SIGNED ��� A/ A4 STREET ARCHITECTS W.C. DATE November 15, 1977N79119 . 00 No. 9119 . 00 + 571 Main Street PROJECT WEYMOUTf1. MA 02:90 Ground Round Restaurant I LOCATION (617} 331-4-i.i3 Salem, MA CONTRACTOR OWNER TO ;The-.f Ground Ro,,.rd, _r_c . P C R Ground Round WEATHER TEMP 45 Oat 1 0 : 30AM 35 Braintree Hill Park Rain 'at PM PRESENT AT SITE P. O. Box 9070' Pete Rodrigues , Chris Jacowitz , Braintree , MA 0215-9()73 Carl Wagner, Dick Russell , Sid THE FOLLOWING WAS NOTED: (HIM) , Ralph Cappola > Report # 1 Page 1 of 3 1 . Job meeting to review 35 cost saving items accepted by Ground Round and to I be incorporated into construction. Each mechanical and electrical sub- contractors questions ware reviewed in detail to insure a through understanding of any proposed Changes . I 2 . Door #7 axistina pair of doors to be changed to a single 3 ' - 0"x 6 ' -3" wocd door with Dar.ic hardware and alarm lock . 3 . Perl'ck beer representative to inspect underground beer- and soda iin-s installation before pouring concrete slab. I 4. Site grading in progress and. paving scheduled to begin next ween . I 5 . Exterior painting of building in progress . i i6 . Demolition of windows for new front entrance completed. 7 . Structural engineer to issue sketch for truss support at kitchen hood duct openings . 8 . 2HR. construction detail of stairwells reviewed. I9 . Entire roof structure, interior columns , and exterior walls to have 1 layer of 5/8" fire rated gypsum board applied. li 10 . Under ground utilities nearing completion and concrete floor slab j installation scheduled for next week. Contractor to ma-.e sure all interior i £ootinas are in Dlace prior to floor slab installation . I COPIES TO ' SIGNED DATE JOB NO. STREET ARCHITECTS '�?�. November 15 , 199 5119 . 00 571 Main Street PROJECT WEYMOUTH, MA 02190 Ground Round 'estaurant LOCATION I�17) 331-4458 Salem, MA CONTRACTOR OWNER TO The Ground Round, Inc. P C R Ground Round WEATHER TEMP. Oates030. AM 35 Braintree Hill Pari Rain 45 0at1PM PRESENT AT SITE P . O. Box 9078 Pete Rodrigues , Chris Jacowitz , ,Braintree . MA 02184-9078 Carl Wagner , Dick Russell , Sid THE FOLLOWING WAS NOTED: I (HIM) , Ralph CaJDola > Report # 1 Page 2 of. 3 11 . Sample interior wall panels were installed with alternate moldings and paint colors . Ralph Cappola to review samples with John Lyncl. Plu.n biva and $_eC C' ._ "c'.1 Report r1um.)' nC Iinderuround sanitary sewer and Cr use lines in_stallec and per spec1f 1^aL1OnS . 2 . Underground PVC soda sleeve lines installed. Pleas have Perlick and soda ' vendors inspect before pouring slab. 3 . Underground water service being installed. HVAC 1 . Un'der-iloor ductwork has been removed , repaired and installed. Please cap ail ends prior to pouring slab. 2. HVAC contractor beginning to layout and review duct systems . 3 . Please have HVAC contractor submit shop drawings for all equipment and hood systems . Electrical i . The site lighting Delors have been installed. Please have contractor level poles . cut off anchor parts andyrooerly service and install base covers . COPIES TO E19' j LJ �� SIGNED DATE November 15 . JOB NO ''' �"J STREET AR:HITE.TS INC. 199 9119 . 00 571 Main Street PROJECT . VITYMOUTH. MA 02190 Ground Round Restaurant LOCATION (617) 331-4458 Salem, MA CONTRACTOR OWNER TO ;The Ground Round, Inc . P C R Ground Round WEATHER TEMP4S oatio : 30 AM 35 Braintree Hill Park Rain J 0 a PM - PRESENT AT SITE P . O. Box 9078 Pete Rodrigues , Chris Jacow.itz . Braintree , MA 02184-9078 Carl Wagner, Dick Russell , Sid THE FOLLOWING WAS NOTED: (HIM) , Ralph Captola > Report # 1 Paae 3 of 3 Electrical Continued 2 . Underground interior ele�:trical work being installed, all in conformance with Specs . 3 . Install temporary lighting ir_ all areas per general contractors request . Conduit feeders from electric room to remote panels being instal'_ed, all in conformance with specs . 5 . `✓ariollS small clarifications to drawings and specs were discussed an'a agreed upon as Outlined on Pete Rodrigues notes . Fire Protection & Sprinkler 1 . Sprinkler shop drawings received but have not been reviewed by Salem Fire Department and Ground Hound Insurance underwriter. Drawings will not be reviewed until approved by both agencies and letter of approval has been submitted. i COPIES TO John Lynch, Pete Rodrigues 'T�I)IT&ID MID Tg /J Dave Harris, Salem Building Dept. SIGNED- � RMU 2412:Ni-V Inc.Canon M,5i 01411 100,de,PHON!,'Oft[Pit R M dis0 DATE Oe .10MAIN STREET ARCHITECTS INC. November 15, 19919119.00 571 Main Street PROJECT WEYMOUTH, MA 02190 Ground Round Restaurant LOCATION (617) 331.4458 Salem, MA TO The Ground Round, Inc . PTRCTR oWNER Ground Round HEATHER TEM11P45 'at 10:30.-'vl 35 Braintree Hill Park Rain at ?rA PRESENT AT SITE P. O. Box 9078 Pete Rodrigues, Chris Jacowitz , Braintree , MA 02184-9078 Carl Wagner, Dick Russell , Sid THE FOLLOWING WAS NOTED: (HIM) , Ralph Cap? ola -� � o Report # 1 Page 1 of 3 < v 1. Job meeting to review 35 cost saving items accepted by Gr2und&pundcand to be incorporated into construction. Each mechanical and e�- trical sub- contractors questions were reviewed in detail to insure at�:hrqulgh understanding of any proposed changes . 2. Door #7 existing pair of doors to be changed to a single 3 ' - 0"x 6 ' -8" wood door with panic hardware and alarm lock. 3. Perlick beer representative to inspect underground beer and soda lines installation before pouring concrete slab. 4 . Site grading in progress and paving scheduled to begin next week. 5. Exterior painting of building in progress. 6. Demolition of windows for new front entrance completed. 7 . Structural engineer to issue sketch for truss support at kitchen hood duct openings . 8 . 2HR. construction detail of stairwells reviewed. 9. Entire roof structure, interior columns , and exterior walls to have 1 layer of 5/8" fire rated gypsum board applied. 10 . Under ground utilities nearing com letion and concrete floor slab installation scheduled for next week. Contractor to make sure all interior footings. are in—place__prior to_f.loor_slab_installation_. -i t 1 J ) 1�� .ATE • 10 e NO. MAIN STREET ARCHITECTS INC. November 15, 1991 9119.00 571 Main Street PROJECT WEYMOUTH, MA 02190 Ground Round Restaurant LOCATION (617) 331.4458 Salem, MA CONTRACTOR OWNER TO The Ground Round, Inc. P C R Ground Round WEAT.EFat M 35 Braintree Hill Park Rain E 45 oA a10 :30PM PRESENT AT SIT-- P. ITEP. O. Box 9078 Pete Rodrigues , Chris Jacowitz, Braintree, MA 02184-9078 Carl Wagner, Dick Russell, Sid THE FOLLOWING WAS NOTED. (HIM) , Ralph Cappola > Report # 1 Page 2 of 3 11. Sample interior wall panels were installed with alternate moldings and paint colors. Ralph Cappola to review samples with John Lynch. Plumbing and Electrical Report Plumbinq 1. Underground sanitary sewer and grease lines installed and per specifications. 2. Underground PVC soda sleeve lines installed. PLeas have Perlick and soda vendors inspect before pouring slab. 3. Underground water service being installed. HVAC ' 1. Underfloor ductwork has been removed repaired and installed. Please cap all ends prior to pouring slab. 2. HVAC contractor beginning to layout and review duct systems. 3. Please have HVAC contractor submit shop drawings for all equipment and hood systems. Electrical 1. The site lighting poles have been installed. Please have contractor- -Ley-el-poles, cut off anchor parts and oropQr-ly_seryice_and-.nstall-b.as.e-covers COPIES TOLS?� SIGNED MAIN STREET ARCHITECTS INC. November 15 , 199T �ROATEY�9119 .00 571 Main Street PROJECT WEYMOUTH, MA 02190 Ground Round Restaurant LOCATION (617) 331.4458 Salem, MA CONTRACTOR OWNEF To The Ground Round, Inc. P C R Ground Round 'AEATHER TEMPA 5 o at10. 30 ahs 35 Braintree Hill Park Rain 9 °at J =. PRESENT AT a,TE P . O. Box 9078 Pete Rodrigues , Chris Jacowitz, Braintree, MA 02184-9078 Carl Wagner, Dick Russell, Sid THE FOLLOWING WAS NOTES: (HIM) , Ralph Cappola Report # 1 Page 3 of 3 Electrical Continued _2. Underground interior electrical work being installed, all in conformance with specs. 3nstall temporary lighting in all areas per general contractors request. .I 4 Conduit feeders from electric room to remote panels being installed, all in conformance with specs . _5_carious small clarifications to drawings and specs were discussed and agreed upon as outlined on Pete Rodrigues notes. Fire protection & Sprinkler -,_SDrinkler shop drawings received but have not been reviewed by Salem Fire Department and Ground Round Insurance underwriter. Drawings will not be reviewed until approved by both agencies and letter of approval has been submitted. _Dp _ John Lynch, Pete Rodrigues "Vlr ��, � L R-G- _ --John Harris, Salem Building Dept. CONSTRUCTION CONTROL ` PROJECT NUMBER. 9119.00 PROJECT TITLE• Ground Round Restaurant PROJECTION LOCATION• 2 Trader's Way NAME OF BUILDING• Ground Round Restaurant NATURE OF PROTECT: Restaurant Alterations For Completion Of Restaurant Existing Building Structure N ACCORDANCE WITH SECTION 127.0 OF THE MASSACHUSETTS STATE BUILDING CODE I, Curtis G Rand REGISTRATION NO:P. E. 21344 BEING A REGISTERED PROFESSIONAL ENGINFER ARCHITECT HEREBY CERTIFY THAT I HAVE PREPARED DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AMID SPECIFICATIONS CONCERNING: ENTIRE PROTECT ARCHITECTURAL STRUCTURAL FIRE PROTECTION XX * ELECTRICAL—TRICAL XX MECHANICAL XX OTHER *( Sprinkler system specification only) - FOR THE ABOVE NAM® PROTECT AND THAT TO TfiIE BEST OF MY KNOW LEDGE SUCH PLANS COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRACTICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDINS IN ACCORDANCE WITH DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 127.2.2. 1. Review of shop drawings, samples and other sulmittals of the contractor as required by the construction contract docments 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 constrcution components requiring controlled materials or construction specified -in the accepted engineering practice standards listed-in - Appendix B. PURSUANT TO SECTION 127.2.3, I SHALL SUBMIT PERIODICALLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OC7 SIGNA"1JRE Curtis G. Rand SUBS AND SWORN TO ME BEFORE-THIS FIRST DAY_'_, OF,NOVEMBER 1991 /X JAXAA NOTARY PUBLIC CHRISTINE L. KOSINSKI,Notary pabQC My Commission Expires March 25,1994 CONSTRUCTION CONTROL PROJECT NUMBER: 9119.00 PROTECT TITLE: Ground Round Restaurant PROJECTION LOCATION: 2 Trader's Way c:3 NAME OF BUILDING: Ground Round Restaurant V NATURE OF PROTECT: Restaurant Alterations For Completion Of RqEu a t C) cl Existing Building Structure yrl IN ACCORDANCE WITH SECTION 127.0 OF THE MASSACHUSETTS STATE BUIL (�pE Q I, Ralph K. Cappola REGISTRATION NO: 4399 % -. --a v BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT HEREBY CERTIFY THAI I DAVE PREPARED DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROTECT ARCHITECTURAL STRUCTURAL LAe- FIREE PROTECTION ELECTRICAL MECHANICAL OTHER FOR THE ABOVE NAMED PROTECT 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 APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLTAWING AS SPECIFIED IN SECTION 127.2.2. 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code required constrcution components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix B. PURSUANT TO SECTION 127.2.3, I SHALL SUBMIT PERIODICALLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROTECT FOR OCCUPANCY. sicitkITURE S;7Z AND SWORN TO ME BEFORE THIS 25th DAY OF October 1991 NUTMYUBLIC C , ,•,w. . .,>LBii L7E ASB :A: i ' ^.t a PS GEOR E. LANE JR., Notary 'EsaSiit My Commission Expires, January 9,iC44 51466-;m Jae# 5�8— 744-89/ L�E77ER OIC RODRIGUES•PERRETT CORPORATION • GENERAL CONTRACTOR DATr /O 29 9/ goo ro. f. 6900 PHILLIPS HIGHWAY, SUITE 21 JACKSONVILLE, FLORIDA 32216 �TTonTon ff IAC F/S (900)296-1757 .�. FAX:(904)2961052 TO C /7`1" O,G Se,E4 A4( WE ARE SENDING YOU ❑ Attached ❑ Under separate Cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION c\ /•S a �S ,eu U/u�, CG,✓li�o C. vliK.w.� THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit Copies for approval 'For your use ❑ Approved as noted ❑ Submit copies for distribution )"As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If oneloaNs ON not as noted. kindly notify us of once NOV 1 '91 07:52 FAFRRD! P.1i6 Michael A.Cassavoy James G.Jacobs John F. King,Jr. George J. Manos CID ASSOCIATES, INC. Principals October 30, 1991 ,;, Mr. Joseph Trolla Vice President "m H.A. Fafard & Son Construction, Inc. 290 Eliot Street Ashland, Massachusetts 01721 .T.. A^ Re: Structural Certification Matt Garrette/Ground Round Salem, Massachusetts CID Project Mo. 88169C Gentlemen: Our structural engineer, Peter Pratt, met with Chrispen Jackowitz to review the modifications and incomplete work outlined in our Project Field Report of September 26, 1991. Enclosed is a copy of that report with completed items initialed by Peter Pratt. Incomplete or unacceptable work was brought to the attention of Mr. Jackowitz, who will make the necessary repairs. One change brought to our attention was a modification to the original plan. This item will be addressed separately with Ground Round. See attached sketch SS-1. If you have questions, do not hesitate to call. After the listed items are completed, please call our office for a final observation and certification. Very truly yours, CID �A�SSOCCIATES, INCA Michael A. Cassavoy, P.E. Principal PP62/dar Attachment cc: Stephen Crockett NOV 19 '91 07:52 FRFRRD! P.2/6 . y ASSOCIATES, INC. PROJECT FIELD REPORT Project: Proposed Ground Round Store Date: September 20 , 1991 Highlander Plaza Salem, Massachusetts Reported by: Peter Pratt CID Project No. 88169C.01 The above noted project was reviewed on site with the project superintendent to address all the items that are necessary to complete or change or bring the structure up to current code. It should be noted that the construction was stopped prior to all the structural work being done. Reference the report issued by S.K. Crockett Associates, Inc. , August 14 , 1991 for the following items noted SKC and reference the CID reports, due diligence and reports 8 , 9 and 10 for the items noted CID DD and CID: SKC-1CID-DD-F CID 8 , 9. 10: Contractor to place additional concrete dowelled into existing, under and adjacent to existing footing (hold this item pending 3/ information from Ground Round plans) . SKC-2, CID-DD-.F Contractor to repair footing by dowelling new concrete onto sides and bottom. SKC-3 CID-DD-F . CID 9 & 10 Contractor to excavate to determine actual size and location; C41 will repair as in SKC-2 if required by Engineer. SKC-4 Footings are in place - no action. SKC-5 CID-DD-C. ���(/n Columns, nuts and washers will be installed. Base plates will be fully grouted. SKS'-6 . CID-D--C Columns were set with double nuts for leveling - no action. SKC-7 Load is acting concentrically on wall, support is adequate - no n action. NOV 19 '91 07:53 FAFARD! P.3/6 S"C a Plumbing chases are allowed - no action. SKC-9 \� Contractor will install expansion bolts through sills at all openings and at 41-0" D.C. SKC il , CID-DD-E CTD 9 & 10 PI A haunched slab will be placed against the foundation wall underneath the sill plates to support the load of the wall . SKC12 Searing is sufficient for minimal load on wall - no action. SKC-13 p�When outside stairs and inside slabs are placed this condition p, l will be resolved. �f SKC-14 Not a structural concern - no action. SEC-15 n Lintels are made of 3 - 2 x 10s plus two layers of 1/211 plywood sandwiched in the middle. This section is adequate to support the load. SKC-16 . CID-DD-0 � � Contractor will add posts to support the free ends of beams and lintel assemblies where they were to bear on 8" CMU block wall,. gk-ootif. These posts will bear on an existing footing. (° SS C-17 (U� The Contractor will add 3 - 2 x 10s above the notched 2 x 8s. � SKc-,18 The Contractor will install 5/811 0 chemical anchors at 2'-0" O.C. SKC-19 This detail is acceptable - no action. NQV 19 '91 07:54 FRFRRD! P.4i6 SKC-20 CID-DO-A, C Contractor to verify torque of bolts and soundness of welds. SKC-21 No action required. / SKC~22 n 2 x 12s @ 24" o.c. Hem-Fir #2 are adequate for 141 spans . Contractor to scab on additional 2 x 12s at spans over 141 . SKC-23 No action required. ,a V60 Contractor to add the 4 x 4 wood post and reinforce the corner of 104W the �ttic fr m' n supportin the hip beam with additional 2 x 6s. '. '_SKC-25 0QV;*0 Contractor to build stud support wall on stairwell side of shed ho ll was J'AOe designed fora live� load cOf1110upsfrplus mechanical the shed aequipment. �p Provided there is some transfer or shedding of load between adjacent trusses, they can safely support the load. This can be ensured by "X" bridging the trusses adjacent to the bearing line. 26 h �, The Contractor will rebuild this area utilizing 2 x 6s framing ti� the other direction. SKC-27 teel beam forms lintel - no action. SKC_28 pip The Contractor will bolt the plates together at 21-0" O.C. staggered to prevent hinging action. r SKC-29 1 The Contractor will install 16 ga. angle clips. n The installed lintel is adequate for the loading conditions - no �y�1l� action. nw 1V vl elf•74 VHYHKU' P.5/6 Y SKC-31 See SKC-29 . SKC-32 /►/� No action required. / SKC-33 , CTD-DD-A Ole- The Contractor will verify welds and torque of bolts. SKC-34 Contractor to add additional vertical girts and jack studs as Jt-" required by original plans. D 9P �ND PP58/dar II yvy 12 V1 rJr•oJ rHrHKu: P.6/6 :\ 1 '.y , � fiGRT:T/r1geC i ywi .e IJeTroL n . .. ooR!t I� d`�ZN YJAU Mf4or-FIKO a . E 9 Fl Jut L�.•i;-A%?evts /�MtI� 5; CEMY"rLJ7 i r s..l� oli' 2 �D�— ,,I-- � ,A" ONY Move CS 'I KIS SFA Ir4G tel ' �I LI NCO NI Jay ,C 4 �• 9"Tlr4(A LoLL4--r} Ta Z6 I 008 .^ VIA nLn fC`K/jCAG7r Q' I 6t P' I 4WA� v13 M� -�. YGJI IVL.I \ IPJ'{ �I./\ii! WI MI:•.)N P 019140AJAL 9 W I41.V 5 .. ...__ A I� j Izlua ' R6MOYS EX15TIUE I Ki'Th Tp.O� • T� r" CvRI �l`�W I WINOOWANOGUT u!!)rw%7qL C�rily� -fo GoHco 4L'4Z CR WALL.To A OMOQ^Tc' NEW 6)LrS ex1br, c)aDmaa r � nn� PL CA l.E 11� � 9L.1J� ;.7 SCALE; DRAWN BY; 4013 NO. DATE: . � D A/0 A/ pr P. 8 /� �.TITLE: � jv,un �ocL�D SKETCH NO, CA7 ASSOCIATES INC. G04.LMN 9eWpRK1A7c-, g$ -1 OCT 02 '91 10:46 FRFRRD P.2i5 4 ` Michael A.Cassavov James G. Jacobs John F. King, Jr. • George 1. Manns Principals CID ASSOCIATES, INC. September 26, 1991 Mr. Joseph Trolla Vice President H.A. Fafard. & Son Construction, Inc. � . 290 Eliot Street Ashland, Massachusetts 01721 " rn Re: Structural Certification �o Matt Garretts Salem, Massachusetts CID Project No. 88169C.01 Gentlemen: Our structural engineer, Peter Pratt, has met with Crispin Jackowitz, to outline modifications of the existing building system described in the Stephen Crockett field report. Accompanying this letter you will find a field report outlining required changes. . As soon as construction is complete CID will review the modifications and provide certification that the structure meets the state building code. If you should have any questions please call . Very truly yours, CID ASSOCIATES, INC. Michael A. Cassavoy, P.E. Principal �I MAC015/sac ,j Engineers,Designers.Planners 108 Lincoln Street,Boston,MA 02111 (617)451.9609 FAX:(617)451-5839 OCT 62 '91 10:47 FHFARD R o,,s :ID ASSOCIATES, INC. PROJECT FIELD REPORT Project: Proposed Ground Round Store. Date: September 20, 1991 Highlander Plaza Salem, Massachusetts Reported by: Peter Pratt CID Project No. 88169C.01 The above noted project was reviewed on site with the project superintendent to address all the items that are necessary to complete or change or bring the structure up to current code. It should be noted that the construction was stopped prior to all the structural work being done. Reference the report issued by S.K. Crockett Associates, Inc. , August 14 , 1991 for the following items noted SKC and reference the CID reports, due diligence and reports 8, 9 and 10 for the items noted CID DD and CID: SKC-1 CID-DD-F CID S . 9, 10: Contractor to place additional concrete dowelled into existing, under and adjacent to existing footing (hold this item pending information from Ground Round plans) . SKC-2 . CID-DD-F Contractor to repair footing by dowelling new concrete onto sides and bottom. The c ree of O ,S,-4A P*- SKC-z _ CID-DD-F, CID 9 & 10 Contractor to excavate to determine actual size and location; 14vtt71(-A1t will repair as in SKC-2 if required by Engineer. AR SKC-4 Footings are in place - no action. SKC- - CID-DD-C. CID 9 & 10 Columns, nuts and washers will be installed. Base plates will be fully grouted. 6C eewrte& SKC-6. CID-DD-C Columns were set/with double nuts for leveling - no action. SKC_7 D'e-- - Load is acting concentrically on wall, support is adequate - no action. 6�C' OCT 02 '91 10:47 FRFRRD R.4.'S SKC-8 Plumbing chases are allowed - no action. p,- SKC-9 Contractor will install expansion bolts through sills at all openings and at 4'-0" o.c. lNutS� n ? E SKC-11 CID-DD-E. CID 9 & 10 /1 A haunched slab will be placed against the foundation wall c5 jl- '8 underneath the sill plates to support the load of the wall. KS C-12 Bearing is sufficient for minimal load on wall - no action. OCG SKC-13 When outside stairs and inside slabs are placed this condition will be resolved. 016 KC- 4 Not a structural concern - no action. De KS C-15 Lintels are made of 3 - 2 x 10S plus two layers of 1/2" plywood sandwiched in the middle: This section is adequate to support the load. Aeo JAtrc Su 4S oe SKC-16 CID-DD-D Contractor will add posts to support the free ends of beams and lintel assemblies where they were to bear on 8" CMU block wall . These posts will bear on an existing footing. 7"C, �,t2E o� G� SK -17 The Contractor will add 3 - 2 x los above the notched 2 x 8s. SKC-18 The Contractor will install 5/8" 0 chemical anchors at 2'-0" O.C. (ryQ�rRr 7ppc..� + Z/( Al.1 0vI47- SKC-19 This detail is acceptable - no action. 0 (61- r_' OCT 62 '91 10:48 FRFRRD P.5/5 SKC-20 , CID-DD-A, CID-DD-B Contractor to verify torque of bolts and soundness of welds. c t+e C 'ro +rZ C SKC-21 No action required. Y_ SKC-22 2 x 12s @ 24" o.c. Hem-Fir #2 are adequate for 14' spans. Contractor to scab on additional 2 x 12s at spans over 14' . SKC-23 No action required. SKC-24 Contractor to add the 4 x 4 wood post and reinforce the corner of -/10 the attic framing supporting the hip beam with additional 2 x 6s. SKC-25 Contractor to build stud support wall on stairwell side of shed wall. The low roof, which is supporting the shed wall was designed for a live load of 110 psf plus mechanical equipment. Provided there is some transfer or shedding of load between adjacent trusses, they can safely support the load. This can be ensured by "X" bridging the trusses adjacent to the bearing line. SKC-26 The Contractor will rebuild this area utilizing 2 x 6s framing the other direction. AlI& SKC-27 Steel beam forms lintel - no action. SKC-28 The Contractor will bolt the plates together at 2'-0" O.C. 14AI--., 64,e- , staggered to prevent hinging action. KS C-29 The Contractor will install 16 ga. angle clips. SKC-30 The installed lintel is adequate for the loading conditions - no action. 6{ OCT 32 '91 10:49 F'AFARD p ni5 5C-31 See SKC-29. SLS 2 No action required. SKC-33, CID-DD-A The Contractor will verify welds and torque of bolts. SKC-34 Contractor to add additional vertical girts and jack studs as required by original plans. PP58/dar i ` t Qj ound KQund,Inc. q. August 22, 1991 35 Braintree Hill Office Park TEL 1617) 380.3100 P.O. Box 9078 • Braintree. MA 02184-9078 FAX (617) 380.3168 Mr. Larry Doane The Fafard Companies 290 Eliot Street Ashland, MA 01721 I Re: Proposed Ground Round Restaurant 2 Traders Way, Salem, Massachusetts Dear Larry, Enclosed you will find a copy of a field report prepared by S. K. -. - Crockett Associates, Inc. , Structural Engineers, for the above referenced location. This structural report was prepared at my request after several possible structural deficiencies were discovered by our architect- when surveying the property. As you can see, there are numerous structural deficiencies noted in this report. However, all of the deficiencies seem to fall into one of two categories. The first category includes items that can be described as defective workmanship. The other category includes items where the details shown on the construction drawings were not followed. I am requesting that you immediately make all necessary repairs and modifications to the structure in order to ensure that the building is structurally sound. We will also require that you provide certification from a structural engineer that the building is structurally sound and in compliance with all codes and regulations prior to entering into leases. All costs required to make the necessary repairs (including the cost of this report) shall be your responsibility. Please let me know immediately if you cannot or will not make all the necessary structural repairs to the building. We may have to reconsider our decision to lease this building if that is the case. Please call if you have any questions. Very truly yours, 1 John Lynch Director of New Store Development cc: R. Cappola R. Moroz P. Rodrigues S.K. Crockett Associates, Inc. Struckiral Engineers 1408 Providence Highway, Suite 410 Norwood, MA 02062 (617) 769-2020 • FAX (617) 769-1316 August 14, 1991 Mr . Ralph Cappola President Main Street Architects, Inc . 571 Main Street - Second Floor _ South Weymouth , MA 02190 AUG 1 � 1991 Re: Proposed Ground Round Restaurant Trader ' s Way, Salem, MA Dear Ralph : As per your request , this office visited the above referenced site with the purpose of reviewing the as-built structural conditions and compare such to the original Construction Drawings prepared by this office. This office was retained by H.A. Fafard & Sons Construction Co . , Inc. to prepare the Construction Drawings. This office was not ; however, retained to perform Construction Administration services. These services were performed by CID Associates, Inc . for a Fafard company. The original Construction Drawings used during our review are as follows: 1 . S-1 , Issue Date 10/17/88, Revision #2 Dated 4/26/89. 2. S-2, Issue Date 10/17/88, Revision #2 Dated 7/12/89. 3. S-3, Issue Date 10/17/88, Revision #2 Dated 7/11/89. 4. S-4, Issue Date 10/17/88, Revision #1 Dated 1/02/89. These drawings were amended by two memos issued by this office and are as follows: 1 . Dated 3/27/89 - Change allowing the interior bearing walls and the exterior bearing wall at the kitchen to be constructed of 8" reinforced c .m.u. as opposed to the wood stud walls shown on the Construction Drawings. 2. Dated 4/5 89 - Change allowing the elevator pit walls to be constructed of 8" reinforced c .m.u. as opposed to the 10" cast-in-place concrete walls shown on the Construction Drawings. To the best of our knowledge, information and belief, these four drawings and two memos represent the most up to date information issued by this office to Fafard personnel for construction purposes. In addition to the amended drawings, this office also reviewed the field reports issued by CID Associates, Inc . and forwarded to us. CROCKETT/CAPPOLA August 14, 1991 Pg . 2 Only five reports were forwarded to us, but the total .number issued by CID Associates, Inc . is not known. A listing of the reports received is as follows: 1 . Report No . 1 , Dated 3/14/89. 2. Report, No. 7, Dated 6/09/89. 3. Report No . 8, Dated 6/23/89. 4. Report No. 9, Dated 7/07/69. 5. Report No. 10, Dated 7/20/89. Our review of the building revealed the following items, which represent conflicts with the amended Construction Drawings. At your direction, this office has not analyzed these conflicts to determine whether remedial work will be required in order to render the building acceptable from a structural point of view: 1 . Reference Drawing S-1 ; The footings under both 6 X 6 wood posts adjacent to the front entry were not centered under the posts. ( Included in CID Reports No . 8, 9 and 10) . 2. Reference Drawing S-1 ; The footing under the "C-1 " column south of the elevator was not centered under the column, was rectangular in shape as opposed to square and was smaller in total area than that which was specified. 3. Reference Drawing S-1 ; The footings under both "C-1" columns southwest of the elevator were not centered under the columns and did not appear to be formed. Their shape (i was irregular and the actual size and extent of these two � 0i footings was difficult to determine. These two columns were set upon small concrete piers and did not appear to be anchored to such. ( Included in CID Reports No. 9 and 10) . iReference Drawing S-1 ; The footings for the 4 X 4 and the 6 X 6 wood posts supporting the roof hip beam west of the kitchen were not poured . 5. Reference Drawing S-1 ; The four "C-1 " columns supported on the perimeter foundation walls were not grouted from the underside of the base plate to the top of the foundation. The "C-1 " column on the east perimeter foundation wall and the "C-1 " column at the southeast corner of the kitchen did not have nuts or washers on the anchor bolts. ( Included in CID Reports. No . 9 and 10) . 6. Reference Drawing S-1 ; None of the "C-1 " columns appeared to have leveling plates beneath the base plates. 7. Reference Drawing S-1 ; The interior bearing walls in the kitchen area were constructed of 6" c .m.u. as opposed to C .M.U. U � gROCKETT/CAPPOLA August 14, 1991 Pg . 3 El. Reference Drawing S-1 ; The interior masonry walls were cut out in several areas to allow for piping . 9. Reference Drawing S-1 ; The perimeter wood stud walls and the interior wood stud bearing walls did not appear to be anchored to the foundation. 11 . Reference Drawing S-1 ; The foundation wall dimensioned 10' -0" north from the front gable end support foundation . walls was not fully supporting the wood stud bearing wall . The inside face of the wood stud wall was 4" north rV of the inside face of the foundation wall . ( Included in CID Reports No . 9 and 10) . 12:1Reference Drawing S-1 ; The foundation wall dimensioned 7 ' -5" west from the screen wall was not fully supporting the wood stud bearing wall . The outside face of the wood stud wall was 2" west of the outside face of the i foundation wall . 13. Reference Drawing S-1 ; The foundation wall dimensioned 3 '-8" north from the exterior kitchen wall was not supporting the wood stud bearing wall at all . The outside face of the wood stud wall was 6" south of the inside face of the foundation wall . 14. Reference Drawing S-1 ; The thickened slabs supporting various bearing walls were poured even though the slab-on-grade was not poured. It appears as if the tops I of these thickened slabs were poured flush with the V finished floor elevation. In addition, the perimeter foundation walls were not notched as shown by Section 1/S-1 . These conditions might make affect the flooring finish. 15. Reference Drawing S-2; The "L-4" lintels specified �) throughout were typically changed to built-up 2 X 12 lintels, varying in amount from (2) 2 X 12 ' s to (4) 2 X 12' s. The jack studs were typically not the (3) 2 X 6 ' s specified but varied from ( 1 ) 2 X 6 to a "T" shaped assembly built-up out of 2 X 6 ' s. Refer to Photographs #1 and #2. 16. Reference Drawing S-2; The framing for the attic floor and around the L-shaped stair was changed completely, altering the direction of framing , lintel assemblies and bearing walls. 17. Reference Drawing S-2; The "L-3" lintel in, the perimeter stud wall at the northeast corner was (3) 2 X S ' s notched to 6" deep . CROCKETT/CAPPOLA August 14, 1991 Pg . 4 18. Reference Drawing S-2; The ledges running along the face of the various masonry bearing walls and supporting the floor joists did not appear to be attached to the masonry. 19. Reference Drawing S-2; The connection of the 2 X 12 floor joists-to_thi W18 X 86 was altered such that the joists were jnotched ,,around the flange of the W18 and rested upon a 1e2ger _ 20. Reference Drawing S-2; The west end of the W18 x 50, the east end of the W14 X 22 (+3 1/2" ) and the west end of the W16 X 26 beam to column connections were modified since the beams were not long enough. The modification involved field welding a extended wing plate from the web of the beams to the column wing plate. � U 21 . Reference Drawing S-2; The 6 X 6 post west of the front entry supporting the triangular- sh-ape floor area and extending up to the ridge has 'twiste!d?/'�. 22. Reference Drawing S-3; The 2 X 12' s at 24" on center framing the various hip and gable roofs were Hem-Fir No. 2 as opposed to No. 1 .. M� ,, 23. Reference Drawing S-3; The 8 X 12 ridge beam west of the \� front entry was checked and twisted . Refer to Photograph #3. 24. Reference Drawing S-3; The 4 X 4 and center 6 X 6 wood posts supporting the 6 X 10 hip beam over the attic area were no Inst lled. 25. Reference Drawing S-3; The roof framing over the storage area west of the rear egress stair was changed from a shed roof to a gable roof, altering the bearing walls and the loading on the wood trusses below. it ;26. Reference Drawing S-3; The 2 X 12 ' s at 16" on center over the rear egress stair were notched to increase headroom in the stair . These joists and the plywood were sagging . 27. Reference Drawling S-3; The "L-1" lintel over the door between the rear egress stair and the storage area was not installed . 28. Reference ,Drawing S-3; The east and west gable end perimeter stud walls were spliced continuously at approximately 8 ' -0" above the second floor . These studs should have run un-spliced from the second floor to the roof and be connected to the roof truss adjacent to the wall CROCKETT/CAPPOLA August 14, 1991 Pg . 5 29. Reference Drawing S-3; The 6 X 10 hip beam, 6 X 12 ridge beam and both 8 X 12 ridge beams did not have any positive attachment to any of their supports. Refer to Photographs #3, #4, #5 and #6. I 30. Reference Drawing S-3; The interior partition to the west of front entry with an "L-2" lintel opening was not installed . Instead the opening was increased to extend from the interior "C-1 " column to the corner of the perimeter walls and a (3) 2 X ' 12 lintel was installed to support the roof framing. 31 . Reference Drawing S-3; The 6 X 6 wood posts extending from the underside of both 6 X 12 ridge beams to the top of the steel W12 ' s was not positively attached to the / v W12 ' s. Refer to Photographs #3 and #5. 32. Reference Drawing S-3; The 6 X 12 ridge beam over the front entry was not centered over the "C-1 " column and was notched around the top flange of the W12 beam. Refer to Photograph #4. 33. Reference Drawing S-3; The west end of the W12 X 50 and the east end of the W12 X 40 beam to column connections were modified since the beams were not long enough . The modification involved field welding a extended wing plate from the web of the beams to the column wing plate. 34. Reference Drawing S-3; The gable end perimeter wall framing shown in Elevations 1-11 2-2 and 3-3 were not framed correctly. In general , the horizontal (2) 2 X 8 girts at the eave height were not installed making the studs run full height from the foundation to the roof. The number of 2 X B' s in the built-up vertical girts at the jambs of the openings was less than specified . The number of jack studs supporting the (4) 2 X 12 lintel over the half-circle windows was less than specified at Elevations 1-1 and 2-2. These thirty-four items include only those portions of the structure that were visible. There are elements of the structure that this office can not comment on since they are hidden or would require testing to determine their conformance with the Construction Drawings. These elements are as follows: 1 . Sieve analysis of gravel fill . 2. Compaction of fill materials. 3. Soil bearing capacity under footings and thickened slabs. 4. Beam to column bolt torque and field weld testing . CROCKETT/CAPPOLA August 14, 1991 Pg . 6 5. Concrete strength testing and reinforcing placement . 6. Masonry wall reinforcing , grouting and anchorage to foundation. 7. Nailing pattern or the roof sheathing to the rafters. This office did not receive any test reports on the above, however it is possible that CID Associates, Inc. or a' Fafard company is in possession of such reports. These seven items are important , representing significant elements of the structure and as such require verification before this office can fully comment on the structural adequacy of the building . With respect to Ground Round ' s desire to modify certain elements of the existing framing , this office has the following comments: 1 . Deleting both triangular shaped second floor areas; Can be readily accomplished except that the 6 X 6 wood post support for this area would have to be replaced (or removed entirely - see #2 below) with a stiffer column section. 2. Deleting both 6 X 6 wood posts that support the triangular shaped second floor areas and the ridge beams above; Would require relatively significant structural modifications. 3. Deleting the center "C-1" column north of the front entry and replacing such with two new columns at third points; Would require new footings for the new columns and reinforcing or replacement of the two W14 X 22 second floor beams and the W12 X 22 and W12 X 19 roof beams. If you have any questions or require additional information on the data discussed, please do not hesitate to call . We look forward to continuing work with Main Street Architects, Inc . on this Project . Sincerely, S.K. C<KCrockett , 1 $OCIATES, INC. Stephe P.E. President V SKC/lmc file; grndrnd .doc ' RIM= 13 6.7 6 0 � C.B. T - . . a. RIM- - 36 85 S✓ �'.t•� v\`NV.o132.77 A g _°� 2 9 -5 FYI �2 A° CITY OF NA(.E14.MASS. SIGN EASEMENT._ .P(' WATER ` V Box o/ c \ (o PEDESTRIAN �` T - LIGH R=50.0 C.B. e"PVC .S.M.H. Gq 0T 6' `sip W9CbRIM=137.4 INV=133.54(OU RIM=138.91 A!v L=79.48 4 INV. =133.96(I INV.:132.37 Gqe \` N-+Q. < CC O T A° CS Rats 142.93 i <41 S •2• ti '� � C S � C.B. RIM: 140.73 _ ` 6' . \.INV=135.41 (OUT) - ... 4_1� Qoyv/ 81.6 81.4 ^ 9S9S:3.�. . . .iNV.=135.41 (IN) C.a. � '. �` Cr > RIM=140.79' `� . . .9 C5 A°( .. 7NV,=136.84 (IN) �. `bpg '� 83.2 F IN1V.=136166IOU Aq..:y,0... 3°3 - ///g .� `w,�° S.M.H. e3 F4. ✓1'C '4Qj °p .� /J Ol 'O RIM:142.35 ' Se3 ( I NV,=136.79' 0,. � PLANILES`_ S v a is IN V.. 137.41 O1 B .,t• 2 Q y�. ,� 1. PLAN OF LAND LOCATED IN SALEM MASS., PROPERTIES OF t �. 6K, �' s9 �\`.� HIGHLAND REALTY TRUST AND HOWARD A. FAFARD SCALE : - 1 '= 100'. FEBRUARY 2. 1984, ESSEX SURVEY SERVICE, INC.. 47 FEDERAL STREET, SALEM, MASS. ' FILED IN ESSEX SOUTH REGISRTY OF DEEDS IN PLAN BOOK 185, PLAN 32. w'.N t., ua�1T Pc e �� . O 2. 'HIGHLAND ACRES PLANNED UNIT DEVELOPMENT, OWNER.- �- / 1 HIGHLAND REALTY TRUST, SCALE 1'= 40', DECEMBER 1963, 49.3 F� b, cr3 HANCOCK SURVEY ASSOC_ INC., 85 MAPLE STREET, DANVERS_ ' a z7. a+�+= FILED IN ESSEX SOUTH REGISTRY OF DEEDS IN PLAN BOOK 188 ' '' , F<, PLAN 37. ( '• S `�` s N q? m� �p �S FOCv. � E•.\ RiM -40 (NV=� 13494..035a3 LAND COURT PLAN 111802 I7 N qs r OF DEEDS WITH CERTIFICATE NUMBER 54588. X03 ° 4. 'COMPILPLAN OF LAND IN SALEM, MA. (ESSEX COUNTY) SS° +". <o� ED SCALE i'= 80'. SEPTEMBER 29, 1983, REVISED 10/14/83 h G9? 96 B oY t UN��JEll �O + O REVISED 1!/2/83, JOSEPH M. MOORE CO., INC., A DIVISION '. - OF BOSTON SURVEY CONSULTANTS, INC., 16 RAILROAD AVENUE, c AaE� r �oj. BEDFORD, MASSACHUSETTS, OWNED BY IO 63 3RY FEDERAL ST., N PLAN MASS. ff BOOK 188FIIHIGHLAND ED IN ESSEX SREALTY OUTH +' L, PLAN 38. �'� \ \ \ y�%s�o 0 ('Cy G�2 5. 'PLAN OF LAND IN SALEM, MA., PROPERTY OF HIGHLAND REALTY ANARPET REALTY TRUST �\ siy A TRUST, SCALE 1'= 50', JULY 7, 1989, REVISED NOVEMBER 21 � (F4_ 1989, NORTH SHORE SURVEY CORP_, 181 ESSEX STREET SALEM, MA. ' ,2 S.M.H. - 6 . LAND COURT PLAN 11802-41 FILED IN ESSEX SOUTH REGISTRY °v -� 4q RIM- 142.31 S OF DEEDS .� �iJ` 4,, INV.=136.47 �/� " EASEMEN PLAN OF IN OF Z LEDGMERETLAND CORP , SCALE: 1"=40%1 =40 ,AD TE: JUNE 20, 1990,1990, e A Gggy 'P4j, REVISED: JUNE 27, 1990, PREPARED : LEDGENERE LAND CORP., `. 'P � � s c ' oG 2 r TOTAL AREA 4/ ��A Sp 9B ✓3 ° 290 ELIOT STREET, ASHLAND, MA. 01721. o °� �3 5-0 s ° 8. SIGN EASEMENT AGREEMENT FILED AS DOCUMENT 257498 yh`` HOWARD A. FAFARD = 2.785 `ACR ES cb h 200.. A .'16,61 s RIM_H 81 139. 0 00 o o' A(,G w 1 NV.: 13a.71 ( 12" IN) INV - ^ 0<-+ FT 62 .� WG IN HYDRAN INV.= 126519.3 ( OUT) �i WITH CERTIFICATE OF TITLE 53207. C h ry ( S Tal: _ (12 " ) . ir NOTES: , C.8. \ Q c 0 RIM:I k P I. AREA OF BUILDING REPRESENTS FOOTPRINT ONLY. !y4` 10 �0) INV.:�9g < `h D.D.M . 2• 138.75 2. GAS LINES NOT SHOWN. -VIP 1M: 1Nv:134.43 p v S . INV =134 (12:: IN V C.B, 3 INV = 23(121N ) F V RIMS OO INV. 3431(15, ) v v TOTAL AREA INV.= 138, 75 134.29 (15 p)UT S.B. (F0.) 134.0;, i \ S.M.H. FRANK.R. DANA TO w HIGHLAND (12' REALTY TRUST= ili RIM=13267 cCL j .8. INV.= 130. 36 (OUT) o 1.3208rACRES �/ ^O 00 ti RIM-138-83 CR4y sso a INV_135.38 CGgB \�"l '9CA m C.B. ry RIMal31.51 / 0 00 ( 12'� QJ` GgSGW e ��'VC INV.=1225602"GONG. IN p 0 t 4lf\ \ INV. 127.22 ( 12"CONC. OUT) 69� / ^m' $2W\OtEPgEM�N (1GH 6000 , 00 p04 �k'G 0 0O„ - - _. V�''/ NPP\P9 ,7.t Wj ` .Q. 36•, i S,M.H. \3t C / FMH G R P Q� RIM.14 3.01 C.B. �, °4'Q ®G\ 8 '°VC Q INV.:133.43 RIM 3. (fCl p40, ' `P /.i ti�\y h D.M?H. RIC pw/ly �YOR \ S,M.H. . LEONARD E. SPENCE . . a N. ./. // P O^' 00 RIM=143.16 R4A1.9 4NT RIM: 130.78 . - k N25°28 50 EZ INV.= 135.39 INV.= 122.48( OUT) 6o .9 \1• .` ?� v ��` �.\ 5 C.B. C.8. 1F9s �� 2 q- 0 O �P RIM= 143.19 RIM=131.59 F- GpPe �i� ,`AI INV.=126.67 D.M.H. RIM=131.78 � O S.M.H. 0 GONG PG � Q v � '���� INV:=124.06 ( 36° IN) 0) . 02. .� RIM=143.74 Z g\t' \/ Q INV.=121.65 (36" OUT) s. INV.=135.20 QJG Pt10b� B, 6\ Agl 'A e Al �Q cl\3 p'� PAYLESS CASHWAYS, INC. AS BUILT PLAN - RIM=143.40 RCP 9\t G IN INV 140.15 ( IN) INV. =140.26 (oUT) NOT rQNGENT o �0 oa „5� g9 ° v1 --y- SA L EM, MA 6� k J RIM= 143.24 - ' r5 PREPARED FOR _ INV.= 139.09 HOWARD A . FAFARD oa��pyZ4C'C`ys�c D.M.H. � GA'L .. 9N RIM=143.27 o L INV,=138.11 ( 12' RCP IN) SMITH y INV.2138.01 (OUT) SCALE i'= 40' APRIL 19, 1991 y No.35043 " �^Fs9�G/STEP�O 4° NORTH SHOW SURVEY COAD_ sO^AtLANo1 INCH = 40 FEET 209 WASHINGTON STREET - SALEM, NA. 40 0 40 80 t #47 -. .('e�ll5ac� 1 IZ'z`9Z � sko� imPro✓e..vn•!<� �-1' ' . y /LI1_ VIl 81� Oil �i�011 51_, 1) 4p n�" P�-r PO�1r X`+ I - p RE:5-ex U q..5 2 'R I SARs co,fzE55 [= if o , QO.1 • ��� I ,� �A n RSI L �• 32° �.,�.I 1. 0 -� I�,4'IPaEtz �Iowsl- _I 4 • O Q , 0. I , I Y , ,I, X :21 I-4 /`te - 41–T �UIZFAG� �}Dot� Irl ` � •I. I i I 1� 1 Z h'llt 1, ¢I.Op $El-alJ GP-4P � LoGAI- 51HOiZ I �rl�Vif I G7il I pit r i 1��`I"A I jos T /�—��� 3 2� 12r !✓I2S IV 4 ta I O I I�Q�� a9 r= 7 C 2" Xa'' JoI� G rz o hl�En �I LL_T4 - a' IQ L _ g ole r� �P i I I I 1 Li PIERa11NG oPTIotJ p5 "2 `C3 -o i r No" 1 5cgzlf'TIol�l ' 1 JflnTe - -- - - _... . T,671 Main Street' `. Street �0 6 tSms9chu"tts 2100 ���,?NK'�9�f,? ✓S V�lltil�l 617.331.4458 GG I a � •� a: No:4399 r _I /'�I 11` s� PEMBRO "' ( � �I I �i U I�1 I✓ 3 7 n�)i,�n o MASS. P —4 t li OTU �� 2 x � G I RI LSA Gorman Richardson Lewis Architects 77 Main Street Hopkinton, MA 01748 T-508.544.2600 F-508.435.0072 www.griarchitect5.com Thomas J. St.Pierre Inspectional Services Director Public Properties Department 120 Washington Street,3rd Floor Salem, MA 01970 FINAL ARCHITECTURAL AFFIDAVIT Project Name: AJ Wright Retail Store. Location: 2 Trader's Way, Salem, MA 01970 Scope of Project: Renovating Existing Retail Space for AJ Wright Retail Store To the best of my knowledge and belief,the renovated structures located at 2 Trader's Way, Salem, MA known as AJ Wright Retail Store have been built in accordance with the plans and specifications including changes and modifications filed with the City of Salem Public Properties Department and the applicable codes and regulations promulgated by the Commonwealth of Massachusetts and the City of Salem, Massachusetts. As an Architect Registered in the Commonwealth of Massachusetts, a representative from our firm made regular site visits and reviewed the progress of the project in accordance with Section 116 of 780 CMR Seventh Edition. Signature: a z a� a No.5416 z • �: NOPxIxTW� Jp� Craig P. Richardson Then personally appeared this 18th day of October 2010 the above named Craig P. Richardson appeared before me and made oath that the above statement by him is trp� Notary Publi : { I My Commission Ex Connecticut Office: 1080 Main Street South -Woodbury,CT 06798 T-203.573.1752 ELECTRICAL FINAL AFFIDAVIT NAME OF BUILDING: AJ WRIGHT STORE TYPE: RTS 1180 PROJECT LOCATION: 17 TRADERS WAY SALEM,MA 10970 I, RAYMOND W.DUSSEAULT III REGISTRATION NO.40709 BEING A REGISTERED ELECTRICAL ENGINEER HEREBY CERTIFY THAT I,OR MY AUTHORIZED REPRESENTATIVE HAVE PERFORMED THE NECESSARY PROFESSIONAL SERVICES AND HAVE BEEN PRESENT ON THE CONSTRUCTION SITE ON A REGULAR BASIS TO DETERMINE THAT THE WORK HAS PROCEEDED IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT, I FURTHER CERTIFY THAT, WITH THE EXCEPTION OF THE ITEMS NOTED ON THE ATTACHED PUNCH LIST,THE PROJECT IS READY FOR OCCUPANCY IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AS PER SECTIONS 116.2.2 AND 116.4, SIXTH EDITION OF THE MASSACHUSETTS STATE BUILDING CODE. Engineering Design Services, Inc Company 141 Industrial Drive Slatersville, RI 02876 Address 401-765-7659 Phone 0%J111III111111/' Of `rte`aYv�® •®�:�'ks •RAYMDND W.•GR'S ca® DUSSEAULT III a s ELECTRICAL • E 9 Na 40709 s S.S.: on this 19 day of OCTOBER, 2010 A.D.before me ,� Q,,3 ,a Notary Public,duly appeared being duly swom deposes and says that the above statements by him/her are tm . My commission expires F�f?[ ARA J. PAUL ^'- Notary Public r IOTARY PUBLIC OF RHODE ISLAND - ;'VllresNovember23.2011 MECHANICAL FINAL AFFIDAVIT NAME OF BUILDING: AJ WRIGHT STORE TYPE: RTS 1180 PROJECT LOCATION: 17 TRADERS WAY SALEM,MA 10970 I, WILLIAM T. MAYER III REGISTRATION NO. 46021 BEING A REGISTERED MECHANICAL ENGINEER HEREBY CERTIFY THAT I, OR MY AUTHORIZED REPRESENTATIVE HAVE PERFORMED THE NECESSARY PROFESSIONAL SERVICES AND HAVE BEEN PRESENT ON THE CONSTRUCTION SITE ON A REGULAR BASIS TO DETERMINE THAT THE WORK HAS PROCEEDED IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT, I FURTHER CERTIFY THAT,WITH THE EXCEPTION OF THE ITEMS NOTED ON THE ATTACHED PUNCH LIST,THE PROJECT IS READY FOR OCCUPANCY IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AS PER SECTIONS 116.2.2 AND 116.4, SIXTH EDITION OF THE MASSACHUSETTS STATE BUILDING CODE. Engineering Design Services, Inc Company 141 Industrial Drive Slatersville, RI 02876 Address 401-765-7659 Phone 1 Of I AL Signed S.S.: on this 19 day of OCTOBER, 2010 A.D.befor e. ` Pc ,a Notary Public,duly appeared being duly sworn deposes and says that the above statements by 'm/her are tru . My commission expires 113 cl BARBARA J. PAUL. Notary Public NOTARY PUBLIC STATE OF RHODE ISLAND My Commission Expires November 21201 i PLUIMIING FINAL AFFIDAVIT NAME OF BUILDING: AJ WRIGHT STORE TYPE: RTS 1180 PROJECT LOCATION: 17 TRADERS WAY SALEM,MA 10970 I, GLEN G.MARKEY REGISTRATION NO. 41542 BEING A REGISTERED PLUMBING ENGINEER HEREBY CERTIFY THAT I,OR MY AUTHORIZED REPRESENTATIVE HAVE PERFORMED THE NECESSARY PROFESSIONAL SERVICES AND HAVE BEEN PRESENT ON THE CONSTRUCTION SITE ON A REGULAR BASIS TO DETERMINE THAT THE WORK HAS PROCEEDED IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT, I FURTHER CERTIFY THAT,WITH THE EXCEPTION OF THE ITEMS NOTED ON THE ATTACHED PUNCH LIST,THE PROJECT IS READY FOR OCCUPANCY IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AS PER SECTIONS 116.2.2 AND 116.4, SIXTH EDITION OF THE MASSACHUSETTS STATE BUILDING CODE. Engineering Design Services, Inc Company 141 Industrial Drive Slatersville.RI 02876 Address 401-765-7659 Phone At s eb,A�� ®�I, OFM��9 � GLEM r MARKEY �:r MECHANICAL n NO.415Q C Slgned S.S.: on this 19 day of OCTOBER, 2010 A.D.be re me I .5 d .s 4.,a Notary Public, duly appeared being duly sworn deposes and says that the above statements by him/her are true. - My commission expires 11 -.9j -11 '� l '; Notary Public BARBARA J. PAUL NOTARY PUBLIC STATE OF RHODE ISLAND ;Ay commiss+on Expires Movember 23,2011 LIEVVIEM W UMAKS 0V �. C.I.D. ASSOCIATES, INC. °' �s"-�� - r ; t 108 LINCOLN STREET, BOSTON, MASS. 02111 _ :� '} • '. „< '7 x ` rr' r;y (617) 45179609 z TO C. GENTLEMEN:. WE ARE SENDING YOU KAttached _1 Under separate cover via the following items: ¢ C, Shop drawings C Prints ❑ Plans ji EJ Samples _ ❑ Specifications Copy of letter ❑ Change order COPIES DAT NO DESCRIPTION I .,. r - Fi -� L � THESE ARE TRANSMITTED as checked below: s a �_ !- For approval E; Approved as submitted C Resubmit_copies fo"ppro4 For yoyr.use ❑ Approved as noted ❑ Submit copes for distribution y �:� li C As requested C Returned for corrections ❑ Return corrected prints . G For review and comment C $' G FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US j REMARKS r+ { COPY TO �, SIGNED:i� / f. MKOeVCa;sa oy Eh", •ISCJac ,sJelining:JrID � Edwaf,dtSchlossberg COMMERCIAL/INDUSTRIAL DESIGN ASSOCIATES 41,i Ci ais" April 24, 1989 r' I • yr 4 r - !•r /, `_ - {' .:y r""<'�'• Mr. Stephen W. Santry $ Assistant Building Inspector f r, �-„ ., City of Salem y 1 `` �P�`< .One Salem Green Salem, Massachusetts 01970 ! " y�` �✓ Regarding: Matt `Garrett's Restaurant-.. Construction Control Reports Highland Avenue ,A •Salem,�Massachuset jyyl , �� .• r CID Project No's S'8169C Gentlemen , i' ,�� F Attached top, this Metter., you, wi 11 ,t:ind -Construction Control Reports oilNo.: 2, °3' 'and 'r4 ,Ifor. the above referenced project. At present the lyContractorg " ispe "'instald ngpplumbing,'" masonry work and framing 4 ► ,,�Con6truction,.y,,,appears� to - begin ;'compliance with plans and in t4conformance'".with, good constructtbnrpractices. w , This * reportr' is Jorequired • to meet Salem - Building Department r 'requirements and Section 127 .0 of 780 CMR,(the ,State Building Code) . } Ifyou�have any questions, please call . very truly yours,. OID-ASSOCIATES, INC. ' ' 4 F el/'JIMGet ; Michael A. ►Cassavoy, P. E. • ' +"Principal + MAC1D3/cl Enclosures , . Mr.�Joseph Troller Mr. Mike Meurant .�� Scott McInnis Mr. Carl.,Wagner ,z Mr. Stever.Crockett �, . 7 C . 9 ,nggieers/Desigii6W[Ilanners CID`%.w.} os 14,t 0F3I,Iniuil'�ibliuuL,ifuslun, MA0'1.117 ((117)461-9000 rte_ pp��..��,, f� -Y� _ 1•S n JTi r.Y . _. .....a.ii n'Y��:'" c:Y.f*1 ,X. - of T'm� U !• , INSPECTION REPORT SUBJECT: Matt Garrett's Restaurant DATE: 11:00 AM, April 22 , 1989 Salem, Massachusetts WEATHER: Sunny CID Project No. 88169C TEMPERATURE: 50 degrees F CONTRACTOR: Fafard Company SUPERINTENDENT: Scott McInnis 290 Eliot Street INSPECTOR: Michael Cassavoy, PE Ashland, MA 30166 STR The purpose of this inspection was to review work in progress. 4-1 Foundations appear to be complete. 4-2 Masonry wall in the kitchen area was installed. Earthquake reinforcing is penetrating foundations and appears to have been installed. 4-3 Plates for framing are being installed ( 2 - 2" x 611) and insulation on the inside of the foundation wall . (Some insulation has been installed on the outside of the foundation wall. ) 4-4 Buried cast iron sanitary pipe has been installed and backfilled with sand. 4-5 Framing lumber is on the site and the Contractor will begin framing the first of the week. 4-6 Elevator pit size should be verified with the elevator shop drawings. Appears to be 5'-411 , not 5'-911 . MAC104/cl INSPECTION REPORT SUBJECT: Matt Garrett's Restaurant DATE: April 12, 1989 Salem, Massachusetts WEATHER: Sunny CID Project No. 88169C TEMPERATURE: 45 degrees F CONTRACTOR: Fafard Company SUPERINTENDENT: Scott McInnis 290 Eliot Street INSPECTOR: Charles Nicolas Ashland, MA Purpose of visit was to check on pour of remainder of main foundation wall which was poured on April 11, 1989. Upon arrival, forms were 80% stripped. Could not confirm that steel was installed as called for on plan. 3-1 Pour had just been completed on elevator pad. Both superintendent and cement finisher stated that a double mat of #5 rods had been installed in both directions in the elevator pad. 3-2 Walls for elevator pit will be formed late A.M. on April 13 and be poured April 14 (per superintendent) . No photographs were taken. CN17/cl INSPECTION REPORT SUBJECT: Matt Garrett's Restaurant DATE: April 6, 1989 Salem, Massachusetts WEATHER: Rain CID Project No. 881690 TEMPERATURE: 45 degrees F CONTRACTOR: Fafard Company SUPERINTENDENT: Scott McInnis 290 Eliot Street INSPECTOR: Charles Nicolas Ashland, MA 2-1 No work was being performed. Raining extremely hard. Footing and foundation wall has been poured at the front, left and rear. Forms have not been stripped. Reinforcing steel is as called for on plan. 2-2 Spoke with Scott McInnis. He verified that he is not pouring pockets for the columns. Also he has not set anchor bolts for the base plates, but will drill and bolt them in place after the forms are stripped. 2-3 Forms are to be stripped on April 7, 1989. Forms for footings are to be set on April 10, 1989. Footings for the right wall will be poured on April 11, 1989 and the right wall should be poured by April 14, 1989. Photographs attached. CN14/cl J Y,. P. 3" �r 1 J ' `dr�`g'Y,�• f'� + Y . 't• w� aft ' nt/ � Iyy A a N f } vrl 4 l rel XA INI � I I r �A * t+.`" /,� �Y�� �• �' � �_' Qui' a�]!�J`t a . i r • " . ra Vii'w ... MATT GARRETT'S, SALEM, MASSACHUSETTS APRIL 6 , 1989 y 9 Rear Wall th Looking ♦ q� - 11 A�l� l 111J_� � � -. .. ���r��kf•Lx�v mN. Right Front Corner "r � y J 1- Nt yam. ♦ :A }pyo ni n a ♦ $^� .^sdRi. k R i l �}sx'm�'�'� `� ' `�. �'1�:t4 •by os �+f'.�! t�' ' Ajr J "p�•'F�'V, --gym __ baa.," � y�- ':�',w t,•i-u��t �L` -.5.., +,r �• �i iLLdt '�P'�'^ `��:r, tej.r�,, .sasy.f 'T�Vy L .� Ft'y.r"�!�_F�'��•��: MATT GARRETT'S, SALEM, MASSACHUSETTS APRIL 6 , 1989 Site Looking From Right Rear Corner ql Site Looking From Right Rear Corner 'r f vRr6 - 1 - • ,iia #$ '°�.A `a F t �`- x� I r , 0 -e � l nob y ���'T ���'}. •��� 4 . YF'.� tlRp 7 : _'4 J-:fid CIti N _,I ' __ p Micnael A.Case'Ivoy BUILDING DEPT JamesG.Jau:<,b.: - Jolin F.King,Jr. rclward I„&hlossbery Cl NIMERCIAL/INDUSTRIAL DESIGN ASSOC14ATES flfl 9 3 23 PH X89 Principals RECEIVED March 8, 1989 CITY OF SALEM.MASS. City of Salem Building Department One Salem Green Salem, MA 01970 Attn: Mr. William Monroe Dear Mr. Monroe: As outlined at our February 23 , 1989 meeting, the following changes will be made to the project: o Inside grease traps will be installed as detailed on t,h: drawings. Matt Garrett's will be required to keep a dat•^ log on cleaning out the grease traps. Grease trap cleaning should be started daily and modified as required. o Fire Marshall Turner requires the Sprinkler system comply with 780 CMR Section 437 .0 open wells if appropriate. Duct detectors will be required in the HVAC System. o Separate shop drawings will be required by the fire department for the following: Sprinkler System (2-Fire Dept. , 1-Bldg. Dept. ) Graphic Annunciator ( 2-Fire Dept. , 1-Bldg. Dept. ) o Fire Alarm will be connected to the city circuit on Highland Avenue. The city system shall be upgraded by April 15, 1989, if this does not occur, ADT will be required. o A separate permit will be required for the Kitchen/Hood and Ductfire supression systems. o Submit all interior decorator finishes to the State for approval in compliance with 21CMR. o Submit manufacturer's carpet specification to the fire department for approval . o Relocate the dumpster to provide access around rear of building. o George Whittie, City Engineer, requested shop drawings of the back water flow preventar (DEQE approved) , when selected, get sent to the city for approval _ EngirearsiC esigners/PLa n ne i s �;ii: Aesa:larks,tnc., :v3 Ci�c�ln 5r;aat,2ok:!: ,. �4A 721?1 �F':7) 451-'-3FiCiJ J iLi rl i._ n1 F' _ .c o Paul Tuttle, the electrical inspector, requested the electrical designer, Carl Wagner, call regarding the design drawings. After the meeting CID and Fafard reviewed problems with the drawings and agreed to resubmit for Paul's review. This was done March 2, 1989. 0 Excavation for the electric service shall be done by a site contractor, however, the primary and conduit shall be done by a licensed. electrician and an electrical contractor. o All egress lights shall be on battery power. 0 Robert Blenkhorn from the Department of Public Health requested the following modifications: 1 . Extend the partition between the pot rack an service sink to provide protection. 2 . Relocate hand sink adjacent to door #9 . 3 . Add hose bibs below each hand sink. 0 0 4. Hot water system shall be 110 and 180 . 5. Floors shall be quarry tile with cove base. 6 . All finishes in food areas shall be USDA Approved. 7 . Would like floor drains in coolers. 8 . Add doors on 2nd floor to separate employer toilet rooms from food preparation areas. 9 . Add hand sink to the food preparation areas on the second floor. 10 . Would like "GLASBCARD" on walls. CID will look into wall finish budget and design a washable acceptable surface. Could be masonry with epoxy finish. 11. Equipment should be installed for easy cleaning between equipment. o William Monroe, the building inspector, requested a seating plan and seating numbers labelled on the drawings. At the end of the meeting, the building inspector informed Fafard that the check for the pernit fee was dated incorrectly and a new check should be issued. New drawings for electrical should be provided. A telephone call between Carl Wagner and Paul Tuttle is required to clear up several electrical questions. After the meeting CID and Fafard reviewed the drawings with the electrical inspector and agreed to issue a new set of drawings. MRP 09 '39 12:52 CID ASSOC 5174 15559 All of the above comments will be included in the project where appropriate and when comments require operation changes , they willbe forwarded to Matt Garrett's. We have included a code review for your review. if you have any additional questions, please contact Michael Meurant at Fafard or the writer at CID Associates. Very truly yours, CID Associates, Inc. 1 I. Michael A. Cassavoy, PE Principal cc: Joseph Troller, Fafard Michael Meurant Scott McInnis Anton Becker Carl Wagner Stephen Crockett, PE Robert Blenkhorn, city of Salem DPH Attachment MAC87/rm MRF l=1-+ 39 12 = GIf, HS 01- -i7s_i •_J9 F.5, MATT GARRET 'S Restaurant Trader ' s 'day, Salem, Massachusetts CODE REVIEW, 30 December 1988 Reference: STATE IIUILDIMG CGDE, Commonwealth of Ma6.achusetts, 4th Editicn Use Group: Assemoly, A-3 (23:. 4) . Construction Type: 3 B , Wood Frame Construction , Unprotected i214.0) . Table 214: Fire Separation assemblies - 2 hours (fire grading table 932) Fire enclosure of exitways - 1 hour Shafts, elevator hoistways - 1 hour Fire Limits fS01 . 0) : The proposed building is no less than J2 feet from any property line; well beyond limits set by Table 302. Roof materia! can be Class C Building Area: First Floor: 5,572 s.f . Second Floor: +,449 s.f. ------------------------------ Total Area: 91121 s. f . Fire Suppression System: This building will be fully sprinklered to ,meet light hazzard requirements. Height and Area Limitations: 1 stary t29' ) and 4,290 s. f . {Taoie 395) Note a allows the following e .ceptians: 1. Street Frontage Increase (:00. 21 . ; (90+71) 21i4- 31 , 90-80=12 ' 13;30=. 125. frantage incraa_e is 12. 5:. 72. 5x2= 25% more area allowed. 4299 incr=ase to 5,259 ;f 2. Automatic Fire Suppression System area lncreasei505. ') . 100% increase for 2 story bldg, ther=fore araa can be 5250,:2= !0,500 Automatic 'ire Supressian System height increase Hight can be increased 29' or from . story to two stories Earn f02 must have -- exit•ways !,;b1a 418) ^ccupancf: The owner plans 260 patrons in 'chis restaurant and -- employees. Use Group A-3, unconnected tables and chairs allows . occupant/ 15 s. f. (Table 606) . Length of axit'.+ay access :ravel ;tab: _ .- 07i . 233 with F, S. aisian. INR ;59 ISD 1q-: r?D 'S50C 617451587ra P.�,,� Page 2 Code Review, Matt Garrett 's All dining areas shall have two approved means of egress (604,2) . Eor?ss width shall be 44" minimum (609. 1 , Table 60S and 610. 0 . All passageways serving as esitway access shall be 1 hour rated construction !610.4 and Table 214) , Doors to al ; means of egress must have: 1 . 'C ' labei or 3/4 hour rated assemblies (610, 4. 1 a Table 214) 2. Panic devises (612.9.2) . Vestibule shall Conform to (611 .21 . 1 . size Self closing doors and 1/4" thick wired glass in st=e1 frames. Stair Enclosures (616. 9. 7) : 1 . Shall conform to Table 214. 2. shall be used for no other purpose The space below shall be enclosed as required or left open. Comhustibla Construction tb15.9. T) : In buiidinq Types 77 !1 4 stair, and enclosures can be made of wood. Ccnmunicatinq F1'aors 1516. 10) : The Two story lobby complies with all conditions spelled out in 616. 10. 1 , 616, 10. 2, 516. 10. 3 and 616. !'1. 4. Smokeproof Enclosures are not required �,80ARD OF _ cassavoy ,obs John F. King,Jr. Gcorge J. Manos t `17 -8 Fi1100'�J IU/T 'lossberg COMMERCIALANDUSTRIAL DESIGN ASSOCIATES U 11 1.nnoHHa11/''s ,-A-E-CEl F&t� �rF�� SALE'Flr,Ffk,,S,jS. March 14 , 1989 Mr. William H. Monroe 10 Inspector of Buildings City of Salem One Salem Green Salem, Massachusetts 01970 Regarding: Matt Garretts--Restaurant' Control-construction -Report Highland' Avenue— CID. P.r_oject_No:=88l69C Gentlemen: Attached to this report you will find Construction Control Report No. 1 for the above referenced project. At present the Contractor is placing footings and foundation walls. Construction appears to be in compliance with plans and in conformance with good construction practices. This report is the first in a series of bi-weekly reports as required in section 127.0 of 780 CMR. If you have any questions, please call . Very` truly yours, Michael A. Cassavoy, P.E. MAC91/slm cc: Joe Troller Mike Meurant Scott McInnus Carl Wagner Steve Crockett Engineers/Designers/Planners CID Associates, Inc.,108 Lincoln Street,Boston,MA 02111 (617)451-9609 y' INSPECTION REPORT SUBJECT: Matt Garrett's Restaurant DATE: March 13 , 1989 Salem, Massachusetts WEATHER: Sunny CID Project No. 88169C TEMPERATURE: 40 F CONTRACTORS: Fafard Company SUPERINTENDENT: Scott McInnis 200 Eliot Street INSPECTOR: Michael Cassavoy PE Ashland, MA 30166 STR 000--' The purpose of this inspection was to review progress with construction and construction procedures to be used when placing foundations. 1-1 Bottom of footings will be inspected by the soil testing laboratory before concrete is placed. These reports will be sent to the building department and CID Associates. 1-2 The line of foundations will be verified referencing set backs before footings are placed. 1-3 Concrete will be 3 ,000 psi . Concrete and cylinder tests will be performed for footings and foundation walls in accordance with ACI. "DO NOT PLACE CONCRETE ON FROZEN GROUND" 1-4 CID will inspect reinforcing before concrete is placed for foundation walls. Either Michael Cassavoy or Charles Nicholas will make inspection. Scott McInnis will give two days notice. 1-5 CID will complete the review of elevator shop drawings and revise plans to accommodate elevator shops. Plans will also be revised to include changes requested by the Salem Building Department. 1-6 The Plumber shall coordinate his buried pipe work with the Supplier of equipment and in conformance with Salem Department of Public Health requirements. (Note that sinks have been added or moved on the original plans. ) 1-7 The Electrical Subcontractor should review the comments and include in his scope of work. (i.e. Outside lights at emergency exit's must be on a battery back-up circuit. ) 88169C/slm Michael A.Cassavoy James G.Jacobs John F.King,Jr. Edward L.Schlossberg COMMERCIAL/INDUSTRIAL DESIGN ASSOCIATE*,, Principals March 8, 1989 City of Salem Building Department One Salem Green Salem, MA 01970 Attn: Mr. William Monroe Dear Mr. Monroe: As outlined at our February 23 , 1989 meeting, the following changes will be made to the project: o Inside grease traps will be installed as detailed on the drawings. Matt Garrett's will be required to keep a date log on cleaning out the grease traps. Grease trap cleaning should be started daily and modified as required. o Fire Marshall Turner requires the Sprinkler system comply with 780 CMR Section 437.0 open wells if appropriate. Duct detectors will be required in the HVAC System. o Separate shop drawings will be required by the fire department for the following: Sprinkler System (2-Fire Dept. , 1-Bldg. Dept. ) Graphic Annunciator ( 2-Fire Dept. , 1-Bldg. Dept. ) o Fire Alarm will be connected to the City circuit on Highland Avenue. The City system shall be upgraded by April 15, 1989, if this does not occur, ADT will be required. o A separate permit will be required for the Kitchen/Hood and Ductfire supression systems. o Submit all interior decorator finishes to the State for approval in compliance with 21CMR. o Submit manufacturer's carpet specification to the fire department for approval . o Relocate the dumpster to provide access around rear of building. o George Whittie, City Engineer, requested shop drawings of the back water flow preventer (DEQE approved) , when selected, get sent to the city for approval. Engineers/Designers/Planners CID Associates,Inc.,108 Lincoln Street,Boston,MA 02111 (617)451-9609 o Paul Tuttle, the electrical inspector, requested the electrical designer, Carl Wagner, call regarding the design drawings. After the meeting CID and Fafard reviewed problems with the drawings and agreed to resubmit for Paul's review. This was done March 2, 1989. o Excavation for the electric service shall be done by a site contractor, however, the primary and conduit shall be done by a licensed electrician and an electrical contractor. o All egress lights shall be on battery power. o Robert Blenkhorn from the Department of Public Health requested the following modifications: 1. Extend the partition between the pot rack an service sink to provide protection. 2. Relocate hand sink adjacent to door #9. 3. Add hose bibs below each hand sink. 0 0 4. Hot water system shall be 110 and 180 . 5. Floors shall be quarry tile with cove base. 6. All finishes in food areas shall be USDA Approved. 7. Would like floor drains in coolers. B. Add doors on 2nd floor to separate employer toilet rooms from food preparation areas. 9. Add hand sink to the food preparation areas on the second floor. 10. Would like "GLASBOARD" on walls. CID will look into wall finish budget and design a washable acceptable surface. Could be masonry with epoxy finish. 11. Equipment should be installed for easy cleaning between equipment. o William Monroe, the building inspector, requested a seating plan and seating numbers labelled on the drawings. At the end of the meeting, the building inspector informed Fafard that the check for the permit fee was dated incorrectly and a new check should be issued. New drawings for electrical should be provided. A telephone call between Carl Wagner and Paul Tuttle is required to clear up several electrical questions. After the meeting CID and Fafard reviewed the drawings with the electrical inspector and agreed to issue a new °set of drawings. r All of the above comments will be included in the project where appropriate and when comments require operation changes, they will be forwarded to Matt Garrett's. We have included a code review for your review. If you have any additional questions, please contact Michael Meurant at Fafard or the writer at CID Associates. Very truly yours, CIDAssociates, Inc. 1 . \ I' s7. PE Michael A. Casavoy Principal cc: Joseph Troller, Fafard Michael Meurant Scott McInnis Anton Becker Carl Wagner Stephen Crockett, PE Robert Blenkhorn, City of Salem DPH Attachment MAC87/rm MATT GARRET 'S Restaurant Trader 's Way, Salem, Massachusetts CODE REVIEW, 30 December 1988 Reference: STATE BUILDING CODE, Commonwealth of Massachusetts, 4th Edition Use Group: Assembly , A-3 (203.4) , Construction Type: 4 B , Wood Frame Construction, Unprotected 1214.0) . Table 214: Fire Separation assemblies - 2 hours (fire grading table 902) Fire enclosure of exitways - I hour Shafts, elevator hoistways - 1 hour Fire Limits (301.0) : The proposed building is no less than 32 feet from any property line; well beyond limits set by Table 302, Roof material can be Class C Build,nq Area: First Floor: 5,672 5.1. Second Floor: 3,449 s.f. ------------------------------ Total Area: 9, 121 e.f . Fire Suppression System: This building will be fully sprinklered to meet light hazzard requirements. Height and Area Limitations: I story 120' ) and 4,200 s.f. (Table 305) Note a allows the following exceptions; 1. Street Frontage Increase (306.2) . C (90+71)21!4= 81 , 90-80=10' 101180=. 125. frontage increase is 12.5%. 12.5x2= 257, more area allowed. 4200 increase to 5,250 sf 2. Automatic Fire Suppression System area increase(306. 3) . 1007, increase for 2 story bldg. therefore area can be 5250x2= 10,500 3. Automatic Fire Supression System height increase (308. 1 ) . Height can be increased 20' or from i story to two stories Each floor must have 2 exitways (table 418) Occupancy: The owner plans 260 patrons in this restaurant and -- emolovees. Use Group A-3, unconnected tables and chairs allows 1 occupantl15 s.f. (Table 606) . Length of er.itway access travel (table 607) : 200 ft. with F. S. system. Page 2 Code Review, Matt Garrett 's All dining areas shall have two approved means of egress (629.2) . Egress width shall be 44" minimum (608. 1 , Table 608 and 610.3) . All passageways serving as exitway access shall be I hour rated construction (610.4 and Table 214) . Doors to all means of egress must have: 1. 'C' Label or 3/4 hour rated assemblies (610.4. 1 °,- Table 214) 2. Panic devises (612.5.2) . Vestibule shall conform to (611.2) . 1. size 1. Self closing doors and 1/4" thick wired glass in steel frames. Stair Enclosures (616.9.2) : 1 . Shall conform to Table 214. 2. shall be used for no other purpose 'a. The space below shall be enclosed as required or left open. Combustible Construction (616.9. 3) : In building Types 3 & 4 stairs and enclosures can be made of wood. Communicatino Floors (616. 10) : The Two story lobby complies with all conditions spelled out in 616. 10. 1 , 616. 10.2, 616. 10.3 and 616. 10.4. Smokeproof Enclosures are not required (619.0) . Michael A.Cassavoy James G.Jacobs John F.King,Jr. Edward L.Schlossberg COMMERCIALANDUSTRIAL DESIGN ASSOCIATES Principals May 23 , 1989 Mr. Stephen W. Santry Assistant Building Inspector City of Salem' One Salem Gre''&n ell Salem, Massachusetts 01970 c t m Regarding: 1Matt' Garrett!s--Restau-rant�__t1 t(^," ry Construction Control Report Highland Avenue =a 47 Salem, Massachusetts : . CID Project No. 88169C to 5n cQ Gentlemen: Accompanying this letter is one copy of our Construction Control Report No. 6 for the above referenced project. This report is being issued in compliance with the Salem Building Department requirements and Section 127. 0 of 780 CMR (State Building Code) . Please call if you have any questions. Very truly yours, CID ASSOCIATTESS,, INC. Q Michael A. Cassavoy, P.E. Principal MAC114/cl Enclosure cc: Mr. Joe Trolla, Fafard Mr. Scott McInnis, Fafard Mr. Steve Crockett Mr. Carl Wagner South Shore Engineering Engineers/Designers/Planners CID Associates,Inc., 108 Lincoln Street,Boston,MA 02111 (617)451-9609 INSPECTION REPORT SUBJECT: Matt Garrett's Restaurant DATE: May 17, 1989 Salem, Massachusetts WEATHER: Sunny CID Project No. 88169C TEMPERATURE: 70 degrees F CONTRACTOR: Fafard Company SUPERINTENDENT: Scott McInnis 290 Eliot Street INSPECTOR: Michael Cassavoy The purpose of this visit is for the bi-weekly inspection required by the Salem Building Department. Dimensional problems between the steel and foundations were also reviewed for corrective action. 6-1 Carpenters framing the exterior walls. Problem with the front wall between column line 2 and 3 along line B. Wall is 3-1/2" outside the face of the building. See sketch SK-1 for modifications and photograph for field condition. 6-2 Structural Steel was supplied 6" short at column locations 4-C, 1-C and 4" on 3-D. An eight (8) inch splice plate was added as shown on sketch SK-2. The steel erector will provide a stamped detail with supporting engineering to confirm this connection. Steve Crockett, the structural engineer was notified. Attached photo shows welds and connections. Weld certifications copied herein. 6-3 Due to the incorrect steel length and the inaccuracy in placing footings, columns D-3 and C-3 are off center. See the attached sketch SK-3 and field condition shown on photograph. Steve Crockett the structural designer was notified. The recommended fix by CID is shown on sketch SK-3. 6-4 Grout is scheduled to be placed below base plates on May 19, 1989. The setting plates were not sent to the job site and were omitted. This has caused problems in locating and coordinating bottom of base plate elevations. 6-5 Steel beams between line 2 and 1 on line C are set 1/2" high. These beams are welded in place therefore the contractor will shim the remaining steel to provide correct clearance. CID recommends verifying elevations at the floor level and raising with a 1/2" plywood shim only if necessary. The roof trusses can be adjusted at the tapered blocking. 6-6 PVC Duct is installed. Damaged duct at 3.5, B.5 should be patched before the slab is placed. 6-7 Elevator wall is saw cut, however has not been removed or replaced. 6-8 Corrective work is scheduled May 23, 1989. Door #14 is framed in wood, not masonry. This may cause a problem in the Kitchen area. Framed Wall will be glassboard finish on 1/2" GWB around the door. GENERAL: Work is proceeding on schedule. I instructed the contractor to contact CID as soon as a problem is identified. He will notify CID when the footings are ready to be replaced at the eccentric column locations. Soil test from lab is attached for record. New footings shall be placed compacted fill 6" above exposed ledge. MAC005/mk 4 - � Ah ' 0 . sr -1 w 1 IT s 1 r >I �.rk, ♦ i � r Y• C /!ye )s f "S; �• t � Dt9K rna .•sT !'nom'{yT�t;M' W ^N1���-�fF- ,y';y�'�N`,{ �' l} i ! t +rt iY.•k�4,yA`$�f"fi�? 'y, �/['IPMT�ffa zv �Mr inn t h v" u, v„rr rt � ➢� r � �� "r -n A ;y,, }i Yy mt #;rbbw ` d, ' � ,�t ✓ d .".J 'hit C 3Y�'��` #.as�K YA '✓ r5i' .¢- �� ��r s¢� f✓'a r'P/�" �/rw• f .� t r� iii n _ Yt➢lst� � Gray. ;r r. .��! s �r�� !✓S rir^'��'.4..�ri3"�' �f� d N C v.-�y'Rs��• l y •,3Nlt ' r,. !F lY r,.�yC�, �C t r r r _ r �����✓ 4 i r f 1 , b JTY :�'��J_r.0 fk � 'F3�o.r✓.',r r ;'�C}4�Y t� 6.E�.Xt�y,s��`n' MATT GARRETTIS, SALEM, MASSACHUSETTS MAY 17, 1989 a � �.! � 4 yySiY45 L { i -p M1 R N R4 f It b 4- � � ;gY• A� lt,ii���}[q ' � .�rS M4..P Rk �'Pp'� �'��:��s k� tai �j'S}' gY' 4 i ",H� �., P _'y, d +S, ! •. 1 I mom 12�8n Marr 6w1w elrg _- {�hWINb ppm 2Ab SrwZ (2 4J, o.G) L �2n G�MWA _ 1EeeFD . >�Tf (R- 11) w1 VMM...fAVQ R_ i �1F4Rt7.,Waw a .d• b. v r 2l E�T�wv�P Pd-�! ST�R�NE 1.111 �y, z feg-IMPTetz IHSOLAVO" - C MXTBNP tel( QVNN � jt4 7 (T (PlcA.,— AT Ac4-- �nT�*r-XXL p-n►v wal,l,5� v y • (N f'�c�t—� WALL- VAL c 1 $`Gaut K tAA►uAuGK �N . 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IP+'`-�7� v� > rM',. � 1 ��• � ce hl + r� €lr� iii", ! + � 1�;.• re � i,". I �lH lwAi�r\.zt i�' ,.` �/ p ^r y ,�;'f���"� # qty: rr' tk IN N� 'Ar�J t '' 4pv�'�FI rC Ft Vp;,: c � • f i74,` + ( I +¢�: c �� r � t S�• �b 5 � r i .. �.' +Y +�T1�., t r t�p..� + ` /.: ��!• I " ^� tom... +t +Ml. Ii g INSPECTION REPORT SUBJECT: Matt Garrett's Restaurant DATE: May 4, 1989 Salem, Massachusetts WEATHER: Windy CID Project No. 88169C TEMPERATURE: 55 degrees F CONTRACTOR: Fafard Company SUPERINTENDENT: Scott McInnis 290 Eliot Street INSPECTOR: Charles Nicolas Ashland, Massachusetts 5-1 Carpenters framing exterior stud walls. The south wall of the elevator pit has been cut and will be removed the week of May 8 , 1989. New reinforced concrete wall will be placed with a 5'-9" clear dimension. Marked up plans on job with dimensions shown in red on A-1. 5-2 Checked dimension at northwest corner. Was to have been 27'-3-1/2" per marked-up plan, actual 27'-911 . 5-3 Roof elevation has been changed. Peak on gables on east elevation raised 511 . Scott McInnis spoke with M. Cassavoy about this. 5-4 Trusses are stock piled on site. 5-5 Reviewed all dimensions with Scott McInnis to clarify changes and verify revisions. Columns are due on the site May 8, 1989 . CN24/cl v., ' d�44f�f�� ®f� ST�iQfn��G,t10VZtLl� C.I.D. ASSOCIATES, INC. °'T` " s °' "°��i� i 108 LINCOLN STREET, BOSTON, MASS. 02111 %�= (617) 451-9609 TO Orly GENTLEMEN: I WE ARE SENDING YOU Attached L7 Under separate cover via the following items: { r Shop drawings -C Prints ❑ Plans C Samples ❑ Specifications I ❑ Copy of letter ❑ Change order ®• COPIES DAIE NO DESCRIPTION i r I I" I THESE ARE TRANSMITTED as checked below: E. For approval C Approved as submitted Resubmit copies for approv„ For your use C Approved as noted C Submitcopies for distribution C As requested C Returned for corrections ❑ Return corrected prints C For review and comment C G FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED' %'.!i;'/J,%e'l i-V• n"',rLQ /X41//�I _ 1 (11itu of alem, a5sachusetts ire Department licab9uartcrs '>ereswc 48 ` xfgefte j'itreet Joseph F. Sullivan $alem, fn. 01970 Chief N "m F c� March 2, 1989 T is < r K C:) n Mr. William H. Munroe J - m Inspector of Buildings y One Salem Green H Salem, Ma 01970 Dear Mr. Munroe: I am forwarding three (3) sets of stamped drawings to your office which have been conditionally approved by the Fire Department. Application has been made for a Building Permit for a proposed restaurant (Matt Garretts) at #2 Traders' Way. Conditions of said approval are as follows: 1. The installation of the sprinkler system shall be in accordance with the provisions of NFiPA Standard #13 and Article 12 of the Massachusetts State Building Code. The fire department connection shall be located on the front of the building (facing Traders' Way) . Sprinkler system drawings shall be submitted as shop drawings for approval at a later date. 2. The installation of the fire alarm system shall be in accordance with the provisions of 527 CMR 24.00, NFiPA Standard #72E, and Article 12 of the Massachusetts State Building Code. 3. Based upon the use group of the proposed building (Assembly) , the fire alarm system shall be directly connected to the Fire Department by a master fire alarm box on City of Salem Fire Alarm cables. Fire box #3258 has been assigned by the Salem City Electrician. A fire alarm zone shall be included for the fixed extinguishing system and the sprinkler system. Page 2 4. The fire alarm shall be equipped with a graphic annunciator acceptable to the standards set by the Fire Prevention Bureau. 5. Duct detection shall be added to the fire alarm/smoke control system as required by the Massachusetts State Building Code. 6. The following standards shall apply: (a) The installation of hood and duct system(s) for the removal of smoke and grease-laden vapors from commercial cooking equipment shall be in accordance with the provisions of NFiPA Standard #96. (b) The installation of dry chemical extinguishing system(s) shall be in accordance with the provisions of NFiPA Standard #17. (c) The installation of wet chemical extinguishing system(s) shall be in accordance with the provisions of NFiPA Standard #17A. 7. The developer shall agree to maintain consistency in fire alarm system components throughout the development. 8. A Knox Rapid Entry System (Knox Box) shall be installed on the outside of the building at the entrance leading to the fire alarm system annunciator. 9. The smoke detector shown at the top of the elevator shaft shall be replaced with a fixed-temperature heat detector to eliminate accidental alarms. 10. Carpeting shall conform to the requirements of Article 920.7.2 of the Massachusetts State Building Code. 11. The use of decorative material shall meet the requirements of Section 904.0 of the Massachusetts State Building Code, and 527 Code of Massachusetts Regulations 21.00 12. Fire Extinguishers shall be located in accordance with the requirements of NFiPA Standard #10 13. If applicable, the provisions of Section 437.0 (Open Wells) shall be applicable, and shall be reflected on HVAC, fire alarm, and sprinkler drawings. ry Page 3 14. Accessibility to the building (including fire lanes) shall be governed by applicable provisions of 527 Code of Massachusetts Regulations 25.00, and the Salem Fire Prevention Regulations. 15. The areas=t&in front of the fire department connection to the fire system shall be maintained clear of parked cars and shall be properly marked as such. 16. Permits shall be obtained for the following: (a) Installation of the sprinkler and standpipe system. �g (b) Installation of the fire alarm system. (c) Installation of the hood & duct system. a j (d) Installation of the fixed extinguishing system. 25� (e) Carpet approvals prior to .installation. 10 (f) Fabric approvals prior to installation. to Signed, Robert W. Turner, Fire Marshal ,t C OF., SAWAA a9toui O goomo bE S NAME: SpB MAGR► rAXNO. ovrc(ne Dacia RIS - TR 15 15 ONLY PLAN POW SF1oWIIJF, 56AnN6. RALPH UJOICATt-p 114AT IF CAlJopy Is IwyT-ALLEv ATr A(-"P � TO PECK 'T"04 FaCTIPGS Oru ASPHALTARS n(0 4*00 OCC,wsr OF upwFr MoVCM@llr [ peep r+4071M6sw0 RSE IzF&O,p 17, Ua yuv wA14T TM/S WT 106 Pt-Am Iucoapo2ArW 0A►To STAMPfan OWG 9' lw w � a >, <o a o 1` % O . o ,�� � Ca � Q Q Q � � � �•_ CIa o GATE 3 t 1 LINE OF N�E n AWNIN(D Jt"' FLAN V f M 1/q� r, �'ROPOS�D RAlS�(7 DECK f�dI71TfON G. INSPECTION REPORT SUBJECT: Matt Garrett's Restaurant DATE: May 4, 1989 Salem, Massachusetts WEATHER: Windy CID Project No. 88169C TEMPERATURE: 55 degrees F CONTRACTOR: Fafard Company SUPERINTENDENT: Scott McInnis 290 Eliot Street INSPECTOR: Charles Nicolas Ashland, Massachusetts 5-1 Carpenters framing exterior stud walls. The south wall of the elevator pit has been cut and will be removed the week of May 8 , 1989 . New reinforced concrete wall will be placed with a 5'-9" clear dimension. Marked up plans on job with dimensions shown in red on A-1. 5-2 Checked dimension at northwest corner. Was to have been 271-3-1/2" per marked-up plan, actual 27'-911 . 5-3 Roof elevation has been changed. Peak on gables on east elevation raised 511 . Scott McInnis spoke with M. Cassavoy about this. 5-4 Trusses are stock piled on site. 5-5 Reviewed all dimensions with Scott McInnis to clarify changes and verify revisions. Columns are due on the site May 8 , 1989. CN24/cl �II��I11OMW �- m I semi Am - � M -�C-!=1M1 �-,���-"`.4,.}- 9'L•'�or.�'"�—k4'�°i"`"+`��^ t—'-..i..r—��..r,+rr`4`'c'�'1- V�,� '�"�, i F '140" ' 9 r le k..l v I / Ili 1 ��i. t..V Fw,� �lt � il� i Y / ri:yit �r moi.• 1.) 'i Cr f � ,� f I lyi� /� N ..•r ltl� � � a ( �fir.r�r�' r �� `. � ���� � I' �� k I �11� II��iT � r r .01 Et Q 6 fl VAX / 1i0r� d sl �- V 1 p�fr�yy. 1 I :1,,, � .*C I} f+ l I Ill V � 1, 1y�:�1 :�Vll lyd l��'�f��f�+} �♦ tL 14 iu �-t i. I :yi Iola` i14�:'I' I wfr4 r 17 :. M I i f y II Jlt. �� J .it d d •„ , � I I� ! p 1� I I J j4j�j•`• `. � r 1 I `. ,s. 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[yam[y� �"�I �—.a��. .Mm�'w 5-•�F` � :. �k ��3 > .. , b ------•� 9Ca . . .� ��Oa.—rbc . ice. arses _ r � L _ r. 7R I - 4 �r � ..—G...o."' �s`x—�w"'+':n•�^.ct•'�"e�.u'" `�.°y'�y'� Iced ^ ` L j�1 � C1 l'a.NN ` t` i 6"- III Ii`• _ � P rZ Y � 1 . ct.?�,�.F��pc-r C .. .� q't'y': ��Ce> .-•. `� �. .N C� , rl. 1 (' M g p F D y' a T- T sy$ { F ! � 4i C �k Q r � i W,. .,x s�•l�it 1. r T Certificate No: 1156-07 Building Permit No.: 1156-07 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the Restaurant located at Dwelling Type 0002 TRADERS WAY 10 in the CITY OF SALEM - --------------------------------------------------------------------------- --------------------------------------------------------------------- Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY OCCUPANCY PERMIT FOR THE I-HOP RESTAURANT This permit is granted in conformity with the Statutes and ordinances relating thereto,and expires unless sooner suspended or revoked. Expiration Date ---------------__ _ _-_-_------------------------- ----------- --------______ Issued On:Mon Oct 22,2007 GeoTMS®2007 Des Lauriers Municipal Solutions,Inc. ------ - -------------------------------------- ------------------------ 0 •�la3s.;:.� 1 1 0002 TRADERS WAY 10 1156-07 cls#: 1487 , COMMONWEALTH OF MASSACHUSETTS Map: 08 Block: CITY OF SALEM Lot: 0129 Category: REPAIR/REPLACE Pernut# 1156-07 BUILDING PERMIT Project# JS-2008-000001 Est. Cost: $913,077.00 Fee Charged- $10,054.00 Balance Due: $.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Expires Use Group: ; CONSTRUCTION SERVICES GROUP Lot Size(sq.ft.): 178596 Owner: LO !zoning: B2 UIS B.RAPPAPORT R MARSHALL COHEN TRUSTEES ' - Umts Gained: Applicant: CONSTRUCTION SERVICES GROUP Units Lost: AT: 00021'RADERS WAY10 Dig Safe#: ISSUED ON: 02-Jul-2007 AMENDED ON: EXPIRES ON: 02-Dec-2007 TO PERFORM THE FOLLOWING WORK: RENOVATION OF RESTAURANT NG SIGNIFICANT STRUCIURAL CHANGES POST THIS CARD SO IT IS VISIBLE FROM THE STREET Electric Gas IPlumbinl: Building (Underground: Underground: - Underground: ILxcav:diiu:' - ?/ i.vlui - N •ter: �t- Footings: 7 i7 S ou Itnogl Foundation: v v, Final; J Final: Final Rough Frame:(/ Fireplaee/Chinmey: D.P.W. Fire (Health ' Insulation: v qqq Meter: Oil: 17P4 �0� Final: [louse# Smoke: :���—✓�j��f� yti� �.Or '1'rea. Water: Alarm: /��1/�� Sewer. Sprinklers: eo �� v� THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON "I r N OF ITS RULES AND REGULATIONS. i Siguatur 1' " Fee Type: Receipt No: I Dale Paid: Check No: Amount: y � Si�� Rc_C 20 S 0`Oi s 02-Jul-07 5135 $10,054,00 ---- An inspection is g ( 1 upon comPletion of work, Please call 1 _._ 745-9595 EXt. 385 tQr Pet'�?it t6 ®c upy y • til: 2007 Des Lauriers Municipal Solutions,Inc. �I� �!y! �\�•� .CS'r CL L//,z'v t-4 � /�J-'L•GZ� L,1'LLLI. f) -^ ���� •-����� l.J ��•CONDIT v L"w YSQYE AAO CITY --OF SALEM BUILDING PERMIT ';.�;- '*") ,:n�?'',:e'Y a,t:`.N��ir1' .,:li�� �}V`� :; .Rh •# � ..?��.�,.+ „f,'�m'`;1R'�w"�i�' ate.- ''',`.-'i".,��F��3 CERTIFICATE ISSUED DATE January 30, 1992 F' CITY OF SALEM A SALEM, MASSACHUSETTS 01970 BUILDING PERMIT.- CERTIFICATE OF OCCUPANCY DATE OCTOBER 30, 19 91 PERMIT NO. 503-91, APPLICANT Petar HQdrjglljR ADDRESS 1288 INO.1 (STRECTI ICONTR•S IICENSEI PERMIT TO •T TTC)TI-r+ ( NUMBER OF T 1 STORY RESPAIII2ANT DWELLING UNITS 11.11 Of IMPROVEYENTI NO. (PROPOSED USE) AT (LOCATION) 2 TRADER IS WAV WARD 3 ZONING... DISTRIcII`1'2 Nod (sTR[[n i . BETWEEN �- AND IPROSS STREETI (CROSS STREET(' LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIOE P. FT. LONG BY FT. IN ME!GMT AND SMALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNOAT ION .. TS.�n tv�n I1TPE1 i AEMARKS: ALTER EXISTIM BUIMn G RR A NEW GROUM ROLM RESTA 13RA +I CALL Eft PERMIT TO OCCUPY 745-9595 AREA OR $ $ f7 J$Iml VOLUME <-:51a soy<+E PEEn s+-noi+Is�n s.�Ioe+I-e�rs..IoaEllvelvv/rorrl orrTse+Tsen s+-ErolNo OWNER Zb- RimTnei TO BE POSTED ON.PRRtlE E;�S..iWEjtjJ ft{�B[ ADDRESS g 1131](1 Park. Braint) "IMA SEE NEVER n' I/ ABAY'� R CITY OF SALEM HEALTH DEPARTMENT BOARD OF HEALTH 9 North Street ROBERT E. BLENKHORN Salem, Massachusetts 01970 HEALTH AGENT 508-741-1800 November 15, 1991 Rodrigues-Perrett Corp. P.O. Box 89 Rockport, MA 01966 Re: Proposed Food Establishment, "Ground Round"', 2 Traders Way, Salem, MA Dear Mr. Rodrigues: Based on the plan review held at this office on October 17, 1991 regarding the proposed food establishment at 2 Traders Way, the Health Department issues the following comments in accordance with 105 CMR 590.000; State Sanitary Code, Chapter X, "Minimum Sanitation Standards for Food Establish- ments". - Walls, floors and ceilings in food preparation, food storage warewashing areas, and all walk-in refrigerators, dressing rooms, toilet rooms shall be constructed of smooth non-absorbent easily cleanable surfaces. An example is stainless steel, "glassboard" or equivalent material. - You stated that the floors in food preparation and bar areas will be covered with quarry tile and serviced by floor drains. - All equipment and utensils to be constructed' of stainless steel or an equivalent smooth easily cleanable matefial. Equipment to be installed with adequate space surrounding it to allow for regular, effective cleaning. Accessible wall-hung handwashing sink(s) with liquid soap and paper towel dispensers to be installed in each food','preparation and warewashing area. Sinks used for food preparation or for warewa'shing shall not be used for washing of hands or for any other purpose as discussed. An additional hand sink at opposite end of the kitchen and at the bars. - In new establishments at least one (1) service sink or curbed cleaning facility with a floor drain shall be provided and used for the cleaning of mops or similar cleaning tools and for the disposal of mopwater. Hand washing or warewashing facilities or food preparation sinks shall not be used for this purpose under any circumstances. continued 0''=''A `w4'°�x SALEM HEALTH DEPARTMENT .t 9 North Street o Salem, MA 01970 Rodrigues-Perrett Corp. Page 2 of 2 November 15, 1991 Re : Proposed Food Establishment, "Ground Round" , 2 Traders Way, Salem, MA The installation of exposed horizontal utility service lines and pipes on the floor is prohibited. Exposed utility service lines and pipes shall be installed in a way that does not obstruct or prevent cleaning of the walls, floors and ceilings. - All construction must meet the code and requirements set forth by the Building, Fire, and Electrical Departments as well as the Health Department. - Any changes of .this proposed food establishment requires Board of Health approval. The Health Department appreciates your cooperation in this matter. Contact this office to arrange compliance inspections throughout the construct- ion process. If you have any questions, kindly contact this office. FOR THE BOARD OF HEALTH REPLY TO ROBER E. BLENKHORN, C.H.O. WILLIAM T. BURKE, III, R.S. HEALTH AGENT SENIOR SANITARIAN REB/m cc: Building Department Electrical Department Fire Prevention Licensing Department Main Street Architect, 571 Main Street, S. Weymouth, MA 02190 ROUTING SLIP FOR ALL NEW CCNSTRUCTfON INVOLVIN^u TS f ( xt � of �SiPnT, fig a-955ar11u5E��� c e kGEIVED L I El T1 S, REVIEW AND PASS ON AS INDICATED p LOCATION: CeF-+se / T(t r DORS War} >:4i&ALNJn A-JE.. /� w DATE 31 c T 8g P,PPLICAt4T: -Pr I RFhizn Ga Arsiss MAI-r Ga r�sz�Tr's �Z£sThIJP- r INSERT DATE WHEN PASSING ON - V Date 1 IIFPAP MIF ASSESSORS Is CONTACT PERSON: PETER CARON PAP. I CITY CLERK'S OFFICE 2 MARY JANEo 9 fnNTLrT cP(:nN• J7PARTIENT7 FIRE DEPARTMENT c� rrn - R n ,• CAPT. TURNER OR INSPECTOR LAFOINTE 4 DEPARTMENT: DEPARTMENT OF PUBLIC SERVICES CONTACT PERSON : DIRECTOR 5 F AR EN : WATER DEPARTMENT r C oZ ryry u , cnNTA PF • MARGARET HAGERTY OR HELEN JIADOSZ 6 DEPARTMENT: CONTACT PERSON: 7 DEPARTMENT: CONTACT F n 8 DEPARTMENT: CONTACT PERSON: RETURN TO BUILDING II:SFECTOR RODRIGUES•PERRETT CORPORATION GENERAL CONTRACTOR 6900 PHILLIPS HIGHWAY,SUITE 21 rn September 20, 1991 JACKSONVILLE,FL 32216 (904)296-1757 ar r - c in n co Dave Harris n+,< a City Of Salem One Salem Green i Salem, MA 01970v RE: Ground Round Restaurant Salem, MA Dear Mr. Harris: Please find enclosed letters from four (4) different building officials as requested to facilitate procurement of our license in the City Of Salem for the construction of the above referenced Ground Round Restaurant. We look forward to working with you on this project. Should you need additional information please do not hesitate to contact me. Sincerely RO GUES- RRETT CORPORATION er J. R drigues ice Presi nt s enclosures SEP 1S '91 13:00 NX SERVICE P.1/1 i 1 i Tuesday, Oeptember 17, 1991 I 7o Whwn It May Concern, . I I , Rodriguez-Perrett Corporation han annip)eted the conAtruetlon for 800 Lion corporation. All construction was performed in an outstandin manner and meets all codes fpr the City of xirsimmea. If T can be of further aaFi: t:anrw feel Free to contact me at , (407 847-2821 ext %120. I i I I Sincerely, I i iO- a atl �-4" i Iii chief Coda Enforcement Officer I i I I i RD/l7h . I I I , I y Kissimma+ �4tl of community wycioluncut/DaBding Division Gd of P.O. Bax 421608•Kissimmee,Modda 34742-1608•P ..__._.._....._.. .. . . .__._ how(407)X47-2821AX(407)87-9 ,,1 F4 Cnit� (�f �err� VA. Drawer .A Verrg. Gcorgiat 310159 l7r eleplinue 912-907-1911 i F V �9� Nax Nu. 912.907.0520 August 21, 1990 MAYOR James E.Worrell MEMBERS OF COUNCIL Rodrigues-Perrett Corp. Ralph Gentry 6900 Phillips Highway Bobby E.Glover Suite 21 Hervia M.Ingram,Sr. Jacksonville, Florida 32216 Buddy Roper Jim Hendrix James 1.Moore RE: Certificate of Occupancy for Cracker Barrel Old CITY MANAGER Country Store Inc. , 101 Lect Dr. , Perry, Ga. F.Marion Hay,Sr. CITY ATTORNEY Gentleman: DavP.O.Box 123Walker Please accept this letter as a Certificate of P.O.Box 1234 Occupancy for the above referenced project. This project was constructed in accordance with the technical standards currently adopted by the City of Perry, (a list of standards is attached) . To the best of my knowledge this project meets the requirements of those standards. The Cracker Barrel Old Country Store Inc. located at 101 Lect Dr. is hereby Certified for Occupancy. If you have any questions regarding this certification, please contact my office. Si cerely, Ste��o*wrd Building ofal cc:. Gene Darby, Cracker Barrel J DEPARTMENT OF PUBLIC WORKS Building and Zoning Inspection Division Q 0 ✓gCKS NV\L\`a September 17, 1991 Re: Peter J. Rodrigues Rodrigues-Perrett Corporation 6900 Phillips Highway, Suite 21 Jacksonville, Florida 32216 I TO WHOM IT MAY CONCERN The Rodrigues-Perrett Corporation is a certified general contractor, number CGC040619, in the State of Florida and this company has taken out nine building permits with the City of Jacksonville. The company has performed all work satisfactorily within the City and I have no knowledge of any outstanding violations. Please contact me if I can be of any further assistance. Sincerely, '-"4-Lu e E. Bagw P. E. , Chief Building & Zoning Inspection Division CEB:bb nu�i AREA CODE 904 1630-1100 1 220 E. BAY STREET I JACKSONVILLE, FLORIDA 32202.3407.`-'ONVILLE, FL 1'Il� THE TOWN OF LUDLOW, MASSACHUSETTS August 6, 1990 Mr. Peter J. Rodrigues Rodrigues-Perrett Corporation 6900 Phillips Hwy., 1121 Jacksonville, FL 32216 To Whom It May Concern: The Rodrigues-Perrett Corporation, a General Contractor licensed in Ludlow ,!i.•ac .o Massachusetts, has successfully :completed projects in Ludlow in compliance with all Building Codes. Sincerely, J n Gaj ws i uilding ficial DEPARTMENT OF PUBLIC SAFETY COMMONWEALTH OF 1010 COMMONWEALTH AVE. p MASSACHUSETTS BOSTON,MASS.02215 r LICENSE EXPIRATION DATE CONSTR. SUPERVISOR 10/31 /1993 6 EFFECTIVE DATE LIC-NO. RESTRICTIONS NONE = 11/14/1990 055158 mPETER J RODRIGUES 6900 SS ,l1 014-46-9445 JACKVILLELFLSA N 6SUIT 'PHOTO IRIASTING ORR ONLY) FEE: 22 77 0.00 HEIGHT: NOT VAuo u IL NED BV LICENSEE AND OFFICNLLY STAMPED O SBRAID E COMMLSKDNER DOB: 09/11 /1957 Dl THIS DOCUMENT MUST BE FTtlRE OF LICENSEE ON THE PERSON OF THE HOLDER WHEN EN BAD OTHERS-RIGHT THUMB PRINT ED IN THIS OCCUPATION. MI$$IONER 20OM-2.87-81129 A .P ISSUE DATE(MM100/N1 Xe 9/20/91 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS Bisbee-Baldwin Iris. Co. NO RIGHTS UPON THE CERTIFICATE HOLDER.THI8 CERTIFICATE DOES NOT AMEN D. 341 W. Forsyth Street EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW . P.O. SOX 1050 COMPANIES AFFORDING COVERAGE Jacksonville, FL 32201 LETTER A Continental Insurance Company :...GOMpANY........................�. ......................................�.........�........................,.. 09 452 871 ........................D50 COMPANY .......,.�. ,....., LETTER B iNSURa L..TTS .Florida Home Builders SIP ..... ................................................................................... Rodrigues-Perrett Corp. 6900 Phillips Hwy. #21 LETTER C ..COMPANY................................................. ..................... .... .......................................................................... Jacksonville, FL 32216 cCMPAm I LETTER D COMPANY LETTER i. ..� -1 a' ..y^.� ... 0111 @ OWN 'sro. -a��" �:�#' )ic '� Rea!&Fac�s:.2f`:. SAR : 3 �,:�zr'! i '�. YY$` SSA4r.�$1. xb'i THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDIOATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 18 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CWM& ...................... ................................................................................................................................I................ 00' TYPE OF INSURANCE POLICY NUMBER ;POLICY EFFMG?IVE ;POLICY EXPIRATION; LIM" LTR; DATE PAM/DD/YY) DATE(MM/DD/YY) DENERALUABILITY 3ICLP05039197-92 0 04/30/921 GENFAALAGORMIATE ;s 1 000 00 L.............(............ XIOOMMEROIALOEN4RALLNSIUTY : PIR7DUCTBWMP...... G. ;S 1 OOO OO • ,........ >............................................u.6..i..•.....�.............T�. .......... ('."f'Y' ..•.....)OWMS MADE;X OCCLR; i : PERSONAL&ADV.INJURYie ... ..`OWNER•SACONTRACTORS PROT. S i EACH OCCURRENCE......... :5.. ]'.A.000.L,OU.... PREDAMAGBNnrDunM) is 50 00 ........: ...................................................... .........................._................ I MED.EWENSB(MlyompemonhL 5 00 AUTOMOBILE LMSILIIY 31CLP05039197-92 ; 04/301911: U730 92i COMBINED SINOLE 0 ? ANYAUTO UAIR is �^ 0 ALL OWNED AUTOS BODILY INJURE is .., SCHEDULED AUTOS (Pu pMDn) i X1 HIREDAUTOS ; BODILY WJURY # ' IPmaeWsnq y...XNONOWNED AUTOS ............................. j........; GARAGE LIABILITY PROPERTY DAMAGE •••.•S• EXCESSLIABILITY EACH OCCURRENCE ......... a .............................. :....• A0WWaATE .......j UMBRELLA FORM iso,i",; f £•`i' .]T ;.0 OTHER THAN UMBRELLA FORM $ 14535 03 01 9 / UMRS ..,:... STATUfGRY ay e ,.sr_... ..,.,ZMi WORKER'S COMPENSATION ; FAONAWIOENTI••• ;S 100, 00 AND :....................................................................................... DISEASE-POlIOY UMR :8 500100 EMPLOYER'S LIAEILRY i .. .............................................i...-.................. .. DISEASE•EACHEMPLOYEE 1% 100 00 OTHER : Inland Marine 31CLP05039197-92 ; 04/30/91104/30/92; DOMPTION OF OPRRAMNS/LOCATIONS/VEHICLES/SPECIAL ITEMS SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE City of Salem EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO one Salem Green ': MaL30 DAYS WRITTEN.NOTICE TO THE CERTIFICATE HOLDER NAMEOTO THE Salem, Massachusetts 01970 LEFT.SUTFAILURETOMAILSUCNNOTICE SHALLIMPOSENOOBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY,IT AGE S OR REPRESENTATIVES. AUTTIORIiED REPRESENTATIVE W Mark Yien er - pnM kip .T� �q p4f�Ry Ry p Y 'y #,2'&py�• $, : tl�p## ( .i �t�.:IJ�.'�6"flWAWY ..�'.WE�4:]3�.F9:kWV^:C'$YH.�.�4:��!�S!�f�3b E# �n��.. � XNsd.�f•3$',4�tG4fnY.kR�. ' ik2...:�........ City of Salem, Mass. ELECTRICAL DEPARTMENT 44 Lafayette Street PAUL M . TUTTLE ,CITY ELECTRICIAN DATE . . . . . . . . . . . . . To: INSPECTOR OF BUILDINGS Salem, Mass. w `�'', 3At}__ _- -..--_Electrical Contractor 4 (Signature of Applicant) --: -/ :�✓.-----f:_-2„- .-..-'�`.-`�G-f----V(. -C----._TN L.......................... has signified their intention of performing the required electrical work .:✓ "� '^ /o >- '_--J-1'�+:,/ - ll_fs JNr, lJ, o .�c-i{.(��";("-Street in conjunction with a wiring - of sign by.: C -a' '- - f s i g n Contractor ..-..-..._--...------_...-.-----.-_......_----------------------------_ ISSUED BY !j� 1 --------------------------------------------------------------------------------- f r a This is a requirement, preliminary to the issuance of a permit for the s T g installation by the Inspector of Buildings. ORIGINAL-SIDEWALL INSTALLER PINK COPY-BLDG. INSP. YELLOW COPY-ELEC. FILE Michael A.Cassavoy James G.Jacobs John F.King,Jr. Edward L.Schlossberg COMMERCIAL/INDUSTRIAL DESIGN ASSOCIATES Principals July 20, 1989 ra � Mr. Stephen W. Santry o, Assistant Building Inspector City of Salem L ro One Salem Green am z Salem, Massachusetts 01970 Re:,' Matt Garrett 's Restaurant = m -Construction Control Report CG Highland Avenue Salem, Massachusetts CID Project No. 88169C Gentlemen: Accompanying this letter is one (1) copy of our Construction Control Report No. 10 for the above referenced project. This report is being issued in compliance with the Salem Building Department requirements and Section 127 .0 of 780 CMR (State Building Code) . Please call if you have any questions. Very truly yours, CID ASSOCIATES , INC . Michael A. Cassavoy, P.E. Principal MAC439/dar Enclosure cc: Mr. Joe Trolla, Fafard Mr. Scott McInnis , Fafard Mr. Steve Crockett Mr. Carl Wagner, South Shore Engineering Engineers/Designers/Planners CID Associates,Inc.,108 Lincoln Street,Boston,MA 02111 (617)451-9609 CID ASSOCIATES, INC. INSPECTION REPORT SUBJECT: Matt Garrett ' s Restaurant DATE: July 5, 1989 Salem, Massachusetts WEATHER: Sunny CID Project No. 88169C TEMPERATURE: 80 degrees F CONTRACTOR: Fafard Company SUPERINTENDENT: Scott McInnis 290 Eliot Street INSPECTOR: Michael Cassavoy The purpose of this visit is for the bi-weekly inspection #10 required by the Salem Building Department. Work in progress and construction in place is in general conforming to the plans permitted. Roof is being installed with windows scheduled for the week of July 10 and exterior siding the following week. Six (6) corrective items listed on Inspection Report #9 remain unfinished. Grouting of base plates is scheduled ASAP. cn`Uik BOARD OF ASSESSORS 508 v 93 WASHINGTON STREET, CITY HALL, SALEM, MASSACHUSETTS 01970 rVF25 745-9595 Ext.261 DEC 5 9 ao At9 `9 _ 9 '�' imrd*'• RECEIIIED CITY OF SALEI4,MASS. December 1, 1988 Mrs. Josephine R. Fusco City Clerk City of Salem Salem, MA 01970 Dear Mrs. Fusco: • Please be advised that the proposed Matt Garrett's Restaurant, to be located at the corner of Traders Way and Highland Avenue on Assessors' Parcel 1108-0129, has been assigned the street address of- LLTrade_rs�Way t my yours, eter M. Caron Chief Assessor PMC:mjg cc: Postmaster Joseph J. Leccese Chief Joseph F. Sullivan, Fire Department Margaret R. Hagerty, Principal Clerk, Water Dept. William H. Munroe, Inspector of Buildings Engineering Dept. , City of Salem Mr. Ron Killian, Fafard Companies 290 Eliot St. , Ashland, MA 01721 ® THE FAFARD COMPANIES - LETTER OF TRANSMITTAL 290 Eliot Street G Ashland, MA 01721 DATE a 1 O roe. (817) 879-7300 ATTENTI N TO LECA RE: GENTLEMEN: WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints .`Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order �/ ❑ COPIES DATE NO. DESCRIPTION EL THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval Y-For your use ❑ Approved as noted ❑ Submit — copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return _ corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 O PRINTS RETURNED AFTER LOAN TO US REMARKS � a-....`C.0, sL'E5r_ CAJ a e COPY TO SIGNED: t S (±- ic> '+5-1 ° 9 91-10" GREEN BACKGROUND DECORATED YELLOW LETTERS DECORATED TO MATCH PMS#342C TO MATCH PMS#116C a ` • r N N . / d -- T NDO und� T DOUBLE FACE INTERNALLY ILLUMINATED TENANT SIGN FACE LAYOUT SCALE: 3/4"= 1'-0" JOB LOCATION: SALEM, MA Design No 12385C Seale 314"=1'-0" Data 1021/91 Created for the approval of. THE GROUND ROUND TMB DE&DN NENEDIE W11 QClVB1VF VIIOVFIDT Um C/ADIDT BF DwQ:ATFDeaNDDf NNIIIFe CdBEIrt Drawn by. STOCKWELL Michael A. Cassavoy QU(LQWG DEBT James G. Jacobs John F. King,Jr. George J. Manes JUN Z J la 4a AM 189 Edward L. Schlossberg COMMERCIAL/INDUSTRIAL DESIGN ASSOCIATES 1 r } Principals �S E�YR June 9, 1989 CITY OHASS, Mr. Stephen W. Santry Assistant Building Inspector City of Salem One Salem Green Salem, Massachusetts 01970 Regarding: 1Matt Garrett 's Restaurant Construction Control Report V Highland Avenue Salem, Massachusetts CID Project No. 88169C Gentlemen: Accompanying this letter is one copy of our Construction Control Report No. 7 for the above referenced project. This report is being issued in compliance with the Salem Building Department requirements and Section 127 .0 of 780 CMR (State Building Code) . Please call if you have any questions. Very truly yours, C ASSOCIAT &C Michael A. Cassavoy, Principal MAC423/dar Enclosure cc: Mr. Joe Trolla, Fafard Mr. Scott McInnis, Fafard Mr. Steve Crockett Mr. Carl Wagner, South Shore Engineering Engineers/Designers/Planners CID Associates, Inc.,108 Lincoln Street,Boston,MA 02111 (617)451-9609 CID ASSOCIATES, INC. INSPECTION REPORT SUBJECT: Matt Garrett ' s Restaurant DATE: June 5, 1989 Salem, Massachusetts WEATHER: Sunny CID Project No. 88169C TEMPERATURE: 70° F CONTRACTOR: Fafard Company SUPERINTENDENT: Scott McInnis 290 Eliot Street INSPECTOR: Michael Cassavoy The purpose of this visit is for the bi-weekly inspection required by the Salem Building Department. Elevation problems between the steel and foundations were reviewed and framing for the second floor. 7 .1 Reviewed top of steel detail at roof girders/truss bearing. Variation in the top of steel is between 1/8" and 1-7/8" ; therefore, the carpenter will be required to shim level . CID recommended a continuous shim field cut to appropriate taper for bearing. See detail 1/S-3 on drawing S-3 . 7 .2 A review of the roof trusses indicated 3-damaged bottom chord members. These members shall be replaced before the trusses are erected. Stamped drawings should be submitted before the trusses are erected. 7 . 3 Floor joists installed framing into a 2 x 12 header will need joist hangers at each joist. Through bolt plate at each joist. 7 . 4 Add jack column at door #5. 7 . 5 The second floor plan is changing, to accommodate a revised floor seating plan and toilet rooms. The first floor plan is also changing to accommodate a new fixture plan. As soon as the new layout is complete, it will be sent to the contractor, South Shore Engineering, and Steve Crockett. Michael A.Cassavoy James G.Jacobs John F.King,Jr. George J.Manes Edward L.Schlossberg CID ASSOCIATES, INC. Principals July 7, 1989 Mr. Stephen W. Santry �< Assistant Building Inspector o�o ^' r City of Salem 00 One Salem Green n< H Salem, Massachusetts 01970 rnrn %n LD Regarding: ; Matt Garrett's Restaurant Construction Control Report qN+ Highland Avenue Salem, Massachusetts CID Project No. 88169C Gentlemen: Accompanying this letter is one (1) copy of our Construction Control Report No. 9 for the above referenced project. This report is being issued in compliance with the Salem Building Department requirements and Section 127.0 of 780 CMR (State Building Code) . Please call if you have any questions. Very truly yours, CID ASSOCIATES, INC. 1 � )' 4�''� Michael A. Cassavoy,ZP.E. Principal MAC003/mk Enclosure cc: Mr. Joe Trolla, Fafard Mr. Scott McInnis, Fafard Mr. Steve Crockett Mr. Carl Wagner, South Shore Engineering Engineers,Designers,Planners 108 Lincoln Street,Boston,MA 02111 (617)451-9609 FAX:(617)451-5839 CID ASSOCIATES, INC. INSPECTION REPORT SUBJECT: Matt Garrett's Restaurant DATE: June 19, 1989 Salem, Massachusetts WEATHER: Sunny CID Project No. 88169C TEMPERATURE: 80 degrees F CONTRACTOR: Fafard Company SUPERINTENDENT: Scott McInnis 290 Eliot Street INSPECTOR: Michael Cassavoy The purpose of this visit is for the bi-weekly inspection required by the Salem Building Department. Work in progress and construction in place is in general conforming to the plans permitted. Revised plans were presented to Mr. Dennis Ross, the plumbing inspector for review. With his approval CID will present three ( 3) sets to the building department for approval. All changes are clouded and identified. Items brought up at the Building Department meeting June 27, 1989 are as follows: 9-1 Check clearance between the foundation wall and base plate. Steve Santry thought the dimension was 2"+. ACTION: CID field measured 1" to 1-1/2" grout manufacture literature wil4 be forwarded to Steve Santry and a stamped letter from the structural engineer if different than manufacturers recommendations. 9-2 Anchor bolts were bent over on the front wall . ACTION: The carpenters sub-contractor will drill and install new anchors adjacent to the bent anchor bolts. 9-3 Dennis Ross will require the second floor plumbing plan be maintained as originally permitted. ACTION: CID to revise the revised drawings, relocating the door to the second flodi Women's toilet to the original kvcation. 9-4 Electric conduit passing into walls from below slab shall be steel. ACTION: The electrical sub-contractor will revise accordingly. 9-5 Work in progress was reviewed with several corrective items remaining. a) Grout column base plates b) Relocate 2-footings c) Haunch slab at front plates d) Steel conduit penetration at floor slab e) Relocate post footings f) Install arch window 9-6 Wood framing was being installed along with roof decking on the two (2) wings and over the roof trusses. This work will be reviewed at the next field trip. MAC003/mk = W X4P Tvmmanwralt4 of Majosar4morth a CITY OF SALEM y In accordance with the Massachusetts State Building Code, Section 108. 15, this ip,M 5yey CERTIFICATE OF INSPECTION is issued to "r11E GrdOI.JNI:? ROUND, :[Nf:: 1 KYP �ILJ that I have inspected the premises known as i's;r"ft.!UI`JD rOl.Jhi located at [lin),2 TRADERS:; WAY in the city of Salem County of Essex Commonwealth of Massachusetts. The means of egress are sufficient for the following number of persons: vv,,� y, BY STORY Story Capacit %%%%$'%%Il,,% %%M,6y,6 apacity Story Capacit V.! ' Capacity ,i7✓5F76Y«'&5555566666%%!%56%'f.�k56'.YYG ': x 76a�:6%7dl.;6Y.`G '.t;JG!F!h;( BY PLACE OF ASSEMBLY OR STRUCTURE Place of Assembly Place of Assembly or Structure Capacity Location or Structure Capacity Location D:[N:ING:; ROOM A 44 LS? i- IUR D:I:N.I.Nii1 R01 1Ir P 723 7.E3-i FiJ.If.1R L[.:1UIVGI_ SS LST RLOcj I3Rri . 1.IjI FLOOR 7/1-1.997 1i7'/1711/ 1Q97 Certificate Number Date Certificate Issued Date Certificate Expires //Ku uilding 00 1 The building official shall be notified within ( 10) days of tiny changes in the above information. OCT-09-97 THU 17: 12 PURCHASHING DEPT, FAX NO. 5087445918 P, 02 x .a COMMONWEALTH OF HASSACSOSETTS FF ;i� CITY OF SALEM A2FLICATION FOR CE=IFICATE OF INSPECTION . Date October 17, 1997 { ) Fee Required $ 7� i��✓ ( ) No Fee Required In accordance with the provisions of the Massachusetts State Building Code, Si LOS, iS, I hereby apply for a Certificate of Inspection for the below-named premix located az the following address; Street & Number 2 Traders Way Name of Premises Ground Round Purpose for which Premises is used restaurant r <n —Lice `n` e(s) or Permits) required for the premises by other Governmental Agencies: C3 "D W:i License or Permit Agenev Liquor License Commonwealth of Massachusetts 00 p a o Food Establishment City of Salem J N r Special Tax Stamp Bureau of ATF 0 Certificate to be issued to: The Ground Round, Inc. Address: P.O. Box 9078, Braintree, MA 02184-9078 Owner of Record of Building; Highlander Plaza Realty Trust Address; 1000 Maplewood Drive, Maple Shade, NJ 08052 Name of Present Holder of Certificate; The Ground Round, Inc. N=e of Agent. if any... N/A l' Claims Analyst Signal re of F son wa Certificate TITLE is issued or bie/her authorized agent October 17, 1997 Date INSTRUCTIONS: Day time phone 4 1. Make check payable to; The City of Salem 2. Return this application with your check to: Inspector of Sui.ldings. Cit9 of Sal $uildinz Department. One Salem Green. Salem, HA. 01970. PLEASE NOTE: I. Application form with required fee must be submitted for each building or strut of part thereof to be ccrti-tied. 2. Appiicatioa & fee must be received before the certificate will be issued. ). The building official shall be notified within tcu (10) days Of any change in t above information. THIS AREA FOR OFFICE USE ONLY CERTIFICATE # a��- 7 _ MIRATION DATE: Certificate No: 1156-07 Building Permit No.: 1156-07 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the Restaurant located at Dwelling Type 0002 TRADERS WAY 10 in the CITY OF SALEM ------------------------------------------------------------------------=---- ----------------------------------------------------------------------- Address Town/City Name IS HEREBY GRANTED A TEMPORARY CERTIFICATE OF OCCUPANCY TEMPORARY OCCUPANCY PERMIT JUST FOR EMPLOYEES OR POTENTIAL EMPLOYEES This permit is granted in conformity with the Statutes and ordinances relating thereto,and expires --Friday Nov 9,2007______ - unless sooner suspended or revoked. Expiration Date --------------_____- - ---- ----- -------------------- ---------- ---------__ Issued On: Tue Oct 9,2007 - -- A � GeoTMS®2007 Des Lauriers Municipal Solutions,Inc. -------------- - ----------------------------- --------------------------- L 0002 TRADERS WAY 10 1156-07 GIS#: 1487 COMMONWEALTH OF MASSACHUSETTS Map: 08 Block: CITY OF SALEM Lot: 0129 Category: REPAIR/REPLACE Permit# 115607- - BUILDING PERMIT Project# JS-2008-000001 Est.Cost: $913,077.00 Fee Charged: $10,054.00 Balance Due:'° $.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor. License: Expires Use Group: CONSTRUCTION SERVICES GROUP Lot Slze(sq. ft.): 178596 Zoning: B2 Owner. LOUIS B.RAPPAPORT&MARSHALL COHEN TRUSTEES Units Gained:' Applicant: CONSTRUCTION SERVICES GROUP Units Lost: AT. 0002 TRADERS WAY 10 Dig Safe#: ISSUED ON: 02-Jul-2007 AMENDED ON: EXPIRES ON. 02-Dec-2007 TO PERFORM THE FOLLOWING WORK. RENOVATION OF RESTAURANT NO SIGNIFICANT STRUCTURAL CHANGES POST THIS CARD SO IT IS VISIBLE FROM THE STREET Electric Gas Plumbing Building Underground: Underground: Underground: Excavation: Service: Meter: Footings: Rough: Rough: Rough: Foundation: Final: Final: Final: Rough Frame: Fireplace/Chimney: D.P.W. Fire Health Insulation: Meter: Oil: Final: House# Smoke: Treasury: Water: Alarm: Sewer: Sprinklers: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: Fee Type: Receipt No: Date Paid: Check No: Amount: BUILDING REC-2008-000012 02-Jul-07 5135 $10,054.00 GeoTMS®2007 Des Lauriers Municipal Solutions,Inc. 0002 TRADERS WAY 10 932-2003 GIS# 1487 �. �` " COMMONWEALTH OF MASSACHUSETTS Map: 08 .Block: CITY OF SALEM ; Lot: 0129 Permit Building ry: . ' CategoDEMO BUILDING PERMIT Permit# '" '4" 932-2003 Project#, JS-2003-2121 Est.Cost: $0.00 f , Fee. $65.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: lUse Group: R.E. CRA WFORD iLot Size(sq. R): 178596 lOWner: HIGHLANDER PLAZA REALTY TRUST Zoning: 1132 Applicant: HIGHLANDER PLAZA REALTY TRUST Units Gained: AT: 0002 TRADERS WAY 10 ❑its Lost ISSUED ON: 30-Jun-2003 AMMENDED ON: EXPIRES ON: 30-Dec-2003 TO PERFORM THE FOLLOWING WORK: 932-2003 ***DEMO ONLY*** 10 TRADERS WAY/SUBDIVISION OF HIGHLANDER PLAZA. TJS POST THIS CARD SO IT IS VISIBLE FROM THE STREET Electric Gas Plumbin¢ Building Underground: Underground: Underground: Excavation: Service: Meter: Footings: Rough: Rough: Rough: Foundation: Final: Final: Final: Rough Frame: Fireplace/Chimney: D.P.W. Fire Health Insulation: Meter: Oil: Final: House ft Smoke: Treasury: Water: Alarm: Sewer: Sprinklers: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: Fee Type: Receipt No: Date Paid: Check No: Amount: DEMOLITION REC-2003-002325 30-Jun-03 BANK CHECK $65.00 GeoTMS®2003 Des Lauriers Municipal Solutions,Inc. PERIODIC INSPECTION REPORT This form is to be completed each time a Periodic Inspection is made. At the time a new Certificate of Inspection is issued, a notation indicating that the fee has been paid will be made to Application Form prior to the new Certificate of Inspection being issued. Any changes since the last inspection are to be added to the file card of the premises. Street b Number lW Name of Premises L Lupo (-A (�( Q.A l I Certificate to be issued to: P e f n O j- CA i2O( ) ,� d J fnn Address (� ' �� �(.� @J4CLfdl �� 6 Owner of Record of Building ` // a P�o � Address c D ' t�C� I f�, Purpose for which premises are used �e Changes since since last Inspection (required on file card also) 1. No C V l(R/hc' Pic 2. 3. 4. 5. Date Order Issued: Order Issued To: Address Date Violations Corrected: REMARKS: I have this day inspected the above premises, and the same conforms to the pertinent requirements of the Massachusetts State Building Code and the rules and regulations pursuant thereto. � n Vcq, Date Building Official Certificate # Date Issued: Date Expires: Recommended Next Inspection: APPLICATION FOR PLAN EXAMINATION AND BUILDING PERMIT IMPORTANT — Applicant to complete all items in sections: 1, 11, 111, IV, and IX. O Zoo vagi e Ll t'J�-tA Pel?-S W IA z4 DISTRICT L� Z AT (LOCATION) LOCATION u IN 0.) (STREETI OF BETWEEN R.-NYDI 'S (A) A-if 4 � ",Ie Sc-ez rAk[f BUILDING (CROSS 5 REET) Q (CROSS STREET) ¢ E LOT SUBDIVISION LOT _BLOCK C7 SIZE Z'I�uo J )',�' II. TYPE AND COST OF BUILDING — All applicants complete Parts A — D A A. TYPE OF IMPROVEMENT D. PROPOSED USE - For"Wrecking" most recent use rn 113 1 EZ New building Residential Nonresidential 2 ❑ Addition(If residential, enter number 12❑ One family 18 ❑ Amusement, recreational Of new housing units added, if any, - in Part D, 13) 13 ❑ Two or more family - Enter 19 ❑ Church,61har religigus 3 ❑ Alteration (See 2 above) number of units- - - - .-), ❑ A � 20 Indusfri 14 ❑ Transient hotel, motel, '-c C=or dormitory - Enter number 4 ❑ Repair, replacement 21 ❑ Parking grog- C , _ 5 F7Wrecking (If multifamily residential, of units ------- - -- 22 ❑ Service s'), gn, repair garags0 enter ❑ go 23 Fits number of units in building in 15 Gara Hos fRitu I Part D, 13) ❑ � C9rda I Z 6 ❑ Moving (relocation) 16 ❑ Carport 24 ❑ Office, if f'ZrprolessiOnal C'J 17❑ Other - Specify 25 ❑ Public wdi l./ 7 ❑ Foundation only 1T� r)`3 26 ❑ School, Ir rary, o]jjr5 educati.Khl B. OWNERSHIP 27 ❑ Stores, dst�6rcantilb^ 28 ❑ Tanks, owers t:C 8 ){ Private (individual, corporation, nonprofit institution, etc.) 29 ❑X Other - SpecifyppEStaurant 9 ❑ Public (Federal, Stara, or local government) C. COST (Omit cents) Nonresidential - Describe in derail proposed use of buildings, e.g., food processing plant, mac:dne shop, laundry building at hospital, elementary 10. Cost of improvement,,,,,,,,,,,,,,,, If 382e5OOschool, secondary school, college, parochial school, parking garage for, department store, rental office building, office building at industrial plant. To be installed but not included If use of existing building is being changed, enter proposed use. in the above cost ' o. ecrrica ....................... Matt CiaYTe tits b. Plumbing ....................... ' c. Heating, air conditioning......... d. Other (elevator, etc.)............. 11. TOTAL COST OF IMPROVEMENT $ 382,500 III. SELECTED CHARACTERISTICS OF BUILDING — For new buildings and additions, complete Parts E — L; for wrecking, complete only Part J, for all others skip to IV. E. PRINCIPAL TYPE OF FRAME G. TYPE OF SEWAGE DISPOSAL J. DIMENSIONS 30❑ Masonry (wall bearing) 40 ❑X Public or private company 48. Number of stories................ 2 31 Wood frame 49. Total square feet of floor area, ® 41 ❑ Private (septic tank, etc.) all floors, based on exterior 32 Strutturo steal dimensions ..................... 8,500 33 ❑ Reinforced concrete H. TYPE OF WATER SUPPLY 1 .. 34 ❑ Other - Specify 42 ® Public or private company 50. Total land area, sq. fl. ........... Lf 43 ❑ Private(well, cistern) K. NUMBER OF OFF-STREET PARKING SPACES F. PRINCIPAL TYPE OF HEATING FUEL I. TYPE OF MECHANICAL 51. Enclosed ....................... 111 35 ❑ Gas Will there be central air 52. Outdoors........................ 36 ❑ Oil conditioning? L. RESIDENTIAL BUILDINGS ONLY 37 ❑ Electricity 44 0 Yes 45 ❑ No 53. Number of bedrooms.............. 38 ❑ Coal 39 ❑ Other - Specify Will there be an elevator? 1 Full.......... 54. Number of 1 46 Z Yes 47❑ No bathrooms Partial........ NOTES and Data — (For department use) .1 IV. IDENTIFICATION — To be completed by all applicants Name Mailing address — Number, street, city, and States ZIP rode Tel. No. Owner or H.A. Fafard Co. 290 Eliot Street, Ashland, MA 01721 508— Lessee 881-1600 2. H.A. Fafard Co. 290 Eliot Street, Ashland, MA eauders 016373 Contractor License No. . 3. CID Associates,Inc. 108 L Architect or incoln Street, Boston, MA 02111 7043 617 A Engineer 51-9609 1 hereby certify that the proposed work is authorized by the owner of record and that I have been authorized by the owner to make this application as his authorized agent and we agree to conform to all applicable laws of this jurisdiction. Signet u' of applicant Address Appl,Xc t n dpote IL `i �D SoL� b'fL� Ci8 aR.u�Sj, vL�tiJ �O`� PENALTY OF PERJURY D0(!5; O T WRITE BELOW THIS LINE V. PLAN REVIEW RECORD — For office use Plans Review Required Check Plan Review Date Plans - - Fee Started y Approved By Notes BUILDING $ Ci rn PLUMBING MECHANICAL ELECTRICAL � rn•C s—. n OTHERo Is I b 7?] rn VI. ADDITIONAL PERMITS REQUIRED OR OTHER JURISDICTION APPROVALS ca Permit or Approval Check DO1e Number B PermDate , Obtained Y it or A pproval Check Obtained Number By BOILER PLUMBING CURB OR SIDEWALK CUT ROOFING ELEVATOR SEWER ELECTRICAL SIGN OR BILLBOARD FURNACE STREET GRADES GRADING USE OF PUBLIC AREAS OIL BURNER WRECKING OTHER OTHER VII. VALIDATION Building FOR DEPARTMENT USE ONLY Permit number Building Use Group Permit issued 19 Building Fire Grading Permit Fee $ Live Loading Certificate of Occupancy Occupancy Load Approved by: Drain Tile $ Plan Review Fee $ TITLE 4-1 TI t r i y w r i-I t4 4 to i ,�r: r t 4 it ♦r $-tr?� �� + } } r'y ti �+t'}} 7[7,� i tx�� £ t r t 1 .f Fit t7, T 41 r+j'�flyyyTyyyyyy t.k+}i F{ikrtf 1 1 4�y ,i}+ y r iS r T 1 t4*A{ .i�S"r"` p� f �-,ty�i•- L-tL' A -I fZS F" ifiY -�' r�' � t- t.± 4ilo V T 4 � I lit - � - x w I rL }$ ± � t±+�j;�} r � r- �� �tij}r Cr F••i a� { i�+»i �. }� " + -.�# ... QF-. � (,y}�,� 1. 24;,+31� t•` � 1 �tw �+y r ;• r: t o + ♦a r +, �} + � f '- � Q p R• Q-' r �'. ;+ r li'Y X i{� A + i L r T jja4tt i i +r�+ } , } 7 +. THE COMMONWEALTH OF MASSACHUSETTS ON THIS 23 DAY OF JANUARY 1992 BEFORE ME, A NOTARY PUBLIC DULY COMMISStON&B AND QUALIFIED FOR THE COMMONWEALTH OF MASSACHUSETTS , USONALLY :r r^s r— APPEARED CURTIS G. RAND WHO BEING DUILW, SWORN, v o ' m DEPOSES AND SAYS THAT HE HAS OBSERVED THE CONSTIVCTIe5 OF --- C.0 r*D GROUND ROUND RESTAURANT 2 TRADERS WAY, IN THE TOWN OF SALEM, MA. UNDER PERMIT # 503-91 AND THAT THIS STRUCTURE CONFORMS TO THE SUBMITTED PLANS AND TO THE CODES TO THE TOWN OF SALEM AND THE COMMONWEALTH. FURTHER, THAT ALL REQUIRED SHOP DRAWINGS APPROVAL HAVE BEEN SUBMITTED , AND THAT THERE ARE NO KNOWN VIOLATIONS OF LAW OF ORDER OF THE DEPARTMENT OF PUBLIC SAFETY PENDING. I , AS THE AFFIDAVIT MECHANICAL & ELECTRICAL ENGINEER HEREBY CERTIFY THAT I HAVE ON THIS DATE JANUARY 22, 1992 INSPECTED THE PROPERTY LOCATED AT 2 TRADERS WAY AND FIND THAT THE LOCUS AND ITS STRUCTURES COMPLY WITH MY PLANS AND SPECIFICATIONS AND ALL RULES AND REGULATIONS OF THE CODES OF THE COMMONWEALTH. THEREFORE , I REQUEST A CERTIFICATE OF OCCUPANCY FOR THE ABOVE ADDRESS . i��tI OF -2(1-9 O (1- be 1 -2a.-92 ORIGINAL SIGNATURE & SEAL Dg 1344 m SUBSCRIBED AND SWORN TO BEFORE THIS D OFJ ° F^wa NAL (NOTA EP (NOTARY P IC) MY COMMISSION EXPIRES RartA,EWina Natary Public My Commission Expires May 13,1999 THE COMMONWEALTH OF MASSACHUSETTS ON THIS TWENTY SEVENTH DAY OF JANUARY 1992 BEFORE ME, GEORGE E. LANE, A NOTARY PUBLIC DULY COMMISSIONED AND QUALIFIED FOR THE COMMONWEALTH OF MASSACHUSETTS , PERSONALLY APPEARE'd RALZ,H K. r CAPPOLA , WHO BEING DULY SWORN, DEPOSES AND SAYS THS , HP� HAS i OBSERVED THE CONSTRUCTION OF GROUND ROUND RESTAURANT `"� ' 1DERS -0 WAY, IN THE TOWN OF SALEM, MA. UNDER PERMIT #503-91 NAND THAT r� THIS STRUCTURE CONFORMS TO THE SUBMITTED PLANS AND TO THE CODES TO THE TOWN OF SALEM AND THE COMMONWEALTH. FURTHER, THAT ALL REQUIRED SHOP DRAWING APPROVALS HAVE BEEN SUBMITTED, AND THAT THERE ARE NO KNOWN VIOLATIONS OF LAW OF ORDER OF THE DEPARTMENT OF PUBLIC SAFETY PENDING. I , AS THE AFFIDAVIT ARCHITECT HAVE ON THIS DATE JANUARY 2� 1992 INSPECTED THE PROPERTY LOCATED AT 2 TRADERS WAY AND FIND THAT TO THE BEST OF MY KNOWLEDGE COMPLIES WITH MY PLANS AND SPECIFICATIONS AND THE BUILDING CODE REGULATIONS OF THE COMMONWEAL,: THEREFORE, CERTIFICATE OF OCCUPANCY FOR THE ABOVE K. Cqn re, ADDRESS . O y n x No.4399 F 3 PEMBROKEn �oMASS. RIGINAL SEAL AA_IGNATU � E SUBSCRIBED AN TO BEFORE THIS 27 DAY OF January 1992 r7(NOTARPU IC) MY COMMISSION EXPIRES January 7, 1994 Plans must be filed and approved by the Inspector before a permit will be granted. No. City City of Salem Ward Is Property Located in the Historical District? Yes_ No–Z—/11 e Home Phone# Is Property Located in a Conservation Area? Yes_ No +,�,�L �,p*� Bus.Phone# APPLICATION FOR PERMIT TO CONSTRUCT POO ECKS ND SHEDS �4 Salem, Mass., TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies fora ermit to build according tot a following specifications: Owner's name and address Architect's name T Mechanic's name and address Location of building, No. What is the purpose of building? /-)PT Material of building? If a dwelling,for how many families? Will the buildin onfor to the re ire en t f the la Estimated cost Contractors Lic. No. �2 Signature of applie t Signed Un the Pen ty of P ry REMARKS y No. APPLICATION FOR PERMIT TO CONSTRUCT SWIMMING POOL Location PERMIT GRANTED �4 is `t Approved .j ' Building/ Inspe or Michael A.Cassavoy James G.Jacobs John F.King,Jr. George J.Manos Edward L.Schlossberg CID ASSOCIATES, INC. Principals June 23 , 1989 Mr. Stephen W. Santry 1 e Assistant Building Inspector < _ City of Salem ^' One Salem Green v,c`, CD Salem, Massachusetts 01970 r"- rn N Regarding: kMatt Garrett's Restaurant. o r. Construction Control Report e"„ -i Highland Avenue y cz Salem, Massachusetts CID Project No. 88169C Gentlemen: Accompanying this letter is one (1) copy of our Construction Control Report No. 8 for the above referenced project. This report is being issued in compliance with the Salem Building Department requirements and Section 127.0 of 780 CMR (State Building Code) . Please call if you have any questions. Very truly yours CID AAS�S/OOCCIATES, INC. Michael A. Cassavoy, P.E. Principal MAC002/mk Enclosure cc: Mr. Joe Trolla, Fafard Mr. Scott McInnis, Fafard Mr. Steve Crockett Mr. Carl Wagner, South Shore Engineering Engineers,Designers,Planners 108 Lincoln Street,Boston,MA 02111 (617)451-9609 FAX:(617)451-5839 CID ASSOCIATES, INC. INSPECTION REPORT SUBJECT: Matt Garrett's Restaurant DATE: June 19, 1989 Salem, Massachusetts WEATHER: Sunny CID Project No. 88169C TEMPERATURE: 60 degrees F CONTRACTOR: Fafard Company SUPERINTENDENT: Scott McInnis 290 Eliot Street INSPECTOR: Michael Cassavoy The purpose of this visit is for the bi-weekly inspection required by the Salem Building Department. Work in place is in general in conformance with the permitted building plans. A revision from Matt Garrett's will be submitted shortly. 8-1 Roof trusses were being installed - 2 damaged trusses were to be repaired. Stamped shop drawings were provided. (See Attachment) 0 8-2 Two (2) footings at the 45 mezzanine wood post will be relocated, centered on the column. 8-3 Reviewed the valley and eve detail. Will be extended to the drip. 8-4 An arch window will be installed in the right side of the restaurant front. MAC002/mk Ir'cC HI IH(,RtU LFIbL:LHIrILK NUft'.S` V " " "` `; D `' " e-- L3 cp vkk— Z.&17 U'3TOrlER; FAFARD JOSS FT- 1 -T2---T,-=T3,..._i_..ra... -•T._ ?. ,1, T� _ . '. .756 --I- T.S . .r ].1 LA1�S. I yf I yx� i 6se i 4z� ( �z3 I_ j 3x3 1 1 TxT f 3x3 T4 6 '6x6 1 fi(fHl- ! 1, BU L1B.G_ 7-04-71-IBO 1 1 if j jBU 1 .186 T6ti 1B I -1 D 1 "]-.B � T6 .Q�S vfz-, ar TL.1. ..1..9 C SPLICkt 14—T5-3x4 Tl>w'iL .12 T3 14 TO le T7 TO T8 Tle Tit m&ri2 I 1 I 1 1 II I I I I I I I I I II I I I 1 I . I $X8,WT I I I I II I I I I $17 x8i //4 \\-;s /A W IIIB //le WI M2 `\3 A4 \I%ls 1A I I 1 j 11 1 I I 1 I I ► I ) I I 1 1 P1 PP A7 144 A% Ar P7 PA Pq 0Ib 18-10-8 (Ft- In-16 ) ' SPL 1 CF, 83-B4- -3 x8E W/ 3Lor blt7� . _.�� r "r:e DESIGN SUMMARY rrrr Uarsion : E8 . 0 3/31/89 D.F, t 1 . 00 LOADING: Top Chd Live 100 Top Chd Dead 10 Spacinq: 117 3/16" Bot Chd Live 0 Bot Chd Dead 5 Total 115 . 0 PSF TOP AND BOTTOM CHORDS ------- ---------- WEB MEMBERS - --- w'kOM-TO SIZE GRADE BRACING WEB 4SIZE GRADE BRACING T1-T2 2 :4x2 41 )EN SP15 Continuous 1-I6 4x2 43-SP15 TL-71 2 : 4x2 41DE:N-SP15 Continuous TU-TL 2 ; 4x2 ##_DEN-SP15 Continuous Max . TC CSI at T9-T10 : . 94 12-T 11 4x2 41_ pEN..SP15 Continuous Max . BE; CSI at 86-87 ; . 76 fll-'T13 2 : 4x2 #1 1)EN'SP15 Continuous Max . Web CSI at Web 416 : 77 11-810 4x2 41_DEN:SP15 10 ' 01-0. C. rAAr DEFLECTIONS ►stir 'lax . Live Load Deflection is . 34" at T7 L/Def-635 ( 18 '/. 3411 ) `lax . Total Load Deflection is . 39" at T7 L/Def-554 ( 18 '/. 39" ) 'lax . Total Uplift is . 12" at TO lax . Total Horz Deflection is - . 09" at B1 •� • SUPPORT REACTIONS ( lbs . ) arra Joint : TL TR Reaction: 1745 1715 jrq Widths 3 .5" 3 . 5" Location: 6 . 25 222 , 25 ' late Location Tolerances : . 2511 width 2$" length or 53% of length/width ' r ' indicatesthat ' a plate is in aROWED orientation . I'ype : TEE'-LOK T-GIG 20 GA. Approval : BOCA#26-41 <ILD1NG ,VALUES (PSI per pair ) .* SP: 460 SPF: 400 HF: 400 OF: 460 attach 2x6 atrongback 10 ' -0" O. C, with three 10d nails to each truss . fhe complexity and versatility of analytical programs of this kind make it Impractical to assure that outputs of this program are complete , accurate , or >rproprtate to a speotFio applidation . A11 outputs *should be thoroughly re- ,�iewed , and modified 1F necessary , to insure its suitability to the application , li of y oa PAUL SG S. '^ /ONAL %.P- —TUN — IS - 09 FRI 14 : 52 O C O N N E R L U M B E R P 3 SPE ATTACHED D 1 Sr.LA I ME.R NOTES COSTOMF..R: FAFARO JOSt FT-2 T`TT�1 ` �_. T _�7 __�___ W. SPLICE: TA-Tr;-3x4 T11kTL Tn. Ta T4 l5 T6 T7 18 TS TR&t L2 I I � 8X8 A 111, 111 0\\\4 /l \\ tI 8l B� 83 B4 Tis PC B7 so BJ p l e U��__"_;,__ _ 17-30•-9 (Ft- In-16 ) _� Sc' SPL ICE B3-84. 3 x egr c$1065 Fla rsST "'tt x ?- #0*4 DESIGN SUMMARY 010+1• Versiont E8 . 0 3/31/$9 �pacFngo 117 1/16LOAOINGs Bot Chd Chd Live 1Q0 Rapt Chd Dead '15 Total 115 . D. PSF -------- TOP AND BOTTOM CHORDS ------- ---------- WF8 MEMBERS »'---------- FROM-TO S12F GRADE BRACING WEB 4 SIZE GRADE BRACING T%-T2 2:4x2 # - !_DEN SP15 Continuous 1-14 4x2 V-SP15 TL-T1 214x2 $1 DEN:SP15 Continuous TO-TL 2:4x2 1-DEN=SP15 Continuous Mex . TC CSI at T7-TSI 65 T2-T9 4x2 41DEN_SP15 Continuous Max . SC CST at 85-861 T9-T11 2 :4x2 j�t1_DEN SP15 Continuous Max . 41eb CSI at Web $141 . 71 81-810 4x2 #1 DEN:SP15 10 '.0"O.C. 0140* .DEFLECTIONS 44#0 Mnx . Live Load Deflection is .27" at T6 L/Def-756 ( 171 /:2711 ) Max . Total Load Deflection is . 31" et B6 L/Def-658 ( 17 ' /. 31" ) Max . Total Uplift is . 11 " at TO 444* SUPPORT REACTIONS ( lbs . ) **0* Joint ; % TR Rr.action: 1654 1623 Brq Widths 3.5" 3 . 5" Location ; 6 . 75 210.25 Plate Location Tolerances : . 25" width 25" length or 5X of length/width ' r ' indicates that a ' plate is in a ROTATED orientation . T e : TFE-L.0K T-GIG 20 GA. Approval : 80CA476-41 H�. DING VALUES (PSI per pair ) ! SP; 460 SPF ; 400 HF; 400 OF: ,460 Attach 2x6 strongbnck 10 ' -0" O. C, with three 10d nails to each truss . The complexity and versatility of analytical programs of this kind make it impractical to assure that output a of thio program are complete , ticcurate , or Approo rime to a specific application . All outputs should be thoroughlyy re viewed , and, modifiAd if necesGary , to insure its suitability to the application . OfMgs\ PAUL s� S. aQi CIANCI w p�No 252 0 ° T8 1. . -TU N — 1 6 - 89 P R I 1 5 3 O C O N N E R L U M BE RAL P 4 - St.'E ATTACHED DISCLAIMER NOTES .'USTOMER: FAFARb JOB: FT-3 rC SPLICE: T6-T7-3x5 T16Tt. T2 T3 T4 T3 TA T7 T8 T9 T:0 T11 T12 -T13 TRt,T14 Agirrii ri � �' -oIa d; 04 ad u4 na nn tie b iia' pin kit bid uta 26-11-12 (Ft- In-16 )-- _ � SC SPLICE/ $3-84. 3 13C 811-612. 3 xee u,)I3Afa- &4-0L� 6IvdeS QN 5 - -; - _rte= �0 1 DESIGN SUMMARY w"*" Version: E8 . 0 4/14/89 _ D. F. : 1 . 00 LOADING: Top Chd Live 100 Top Chd Dead 15 'pacing : 1 ' U" Sot Chd Live 0 Sot Chd Dead5 Total 120. 0 PAF - TOP AND BOTTOM CHORDS ------- ---------- WEB MEMBERS ----------- "ROM-TOSIZE GRADE SPACING WEB SIZE GRADE BRACING T1-T2 214x2 #1_DEN SP15 Continuous 1-22 4x2 43 SP15 TL-TI 2: 4x2 1 DEN__SP15 Continuous - TO-TL 2 :4x2 1�EN_SP15 Continuous Max . TC CSI at TS-T9 : .80 l2-713 4x2 41DEN SP15 Continuous Max . SC CS1 at 87-68 : . 70. f13-115 2 : 4x2 $1-DEN'-SP15 Continuous Max . Web CSI at Web 41 : . 70 ?1-614 4x.2 2110-1 .8SPF 1010"O. C. ■ #• � DEFLECTIONS K"*» lax . Live Load Deflection is . 61" at T8 L/Def%517 271/. 61" ) lax . Total Load Deflection is .73" at 88 L/Def-4 ..-t 71 /. 7311 ) tax . Total Uplift is . 09" at TOSN lox , Total Horz Deflection is - . 15" at 81 SUPPORT REACTIONS ( I b s . ) ","•* PAUL y� $ Joints TL , .TR CiC: Reaction : 1616 1616 0. s2o 3rq Width ; 3 . 5" 3 .5" Location : 4,.25 319 .50 T � : 7Iate Location Tolerances: . 25" width 25" • length or 5% of 1 A1 ' t ' r ' indicates that a plate is in a PC ED orientation . r e ; TEE-LOK T-GIG 20 . GA. Approval ; BOCA#76-41 iULDING VALUES (PSI par pair ) : SP: 460 SPF: 490 HF: 400 DF: 460 attach 2x6 a.trongback 10 ' -0" ,O. C. with, threb 10d nails to each truss . 'he complexity, and versatility of one lytical programs of this kind makelit mpractical to easure that outputs rof this ' program are complata , accurate , or .propriate to 'a specific application. All outputs should be thoroughly re- dewed , and'.modified if necessary, '.,to ' i�sure its suitability to the application . SUN - 16 - 89 FRI 14 : 54 ❑ CONNER LUMBER YII. �f�-.0 r..,.,,.. .r clkE" ATTACHED DISCLAIMER NOTES :USTOMERt FAFARD J08, FT-3A �T._.i�_.._... al,lg -( till . - - -T - x6 W x4 I *' ..;r¢_._.fxb._.....1_�,., TC SPL10Et T6-T7.3x5 TSATL. 12 T3 T4 TS T6 T7T6 is Tie iti 712 T13 TR&T H /11 II\\ ri \\ y \\ /p /A V /A //:0111111Z\\' rr'14 \\' //So \\" IAG \\'° /rim `V Aa \U/ \\r/ \\fr 11 it �1of' as 82 83 84 85 136 Vass 119 eta . 811 812 A13 "" N 26-6-0 (Ft-In-16 ) _ J 9t; SPLICEI 83-84-3x8 E , 811-812+3x8 E I :-1 64 1 1 M■�• DESIGN SUMMARY *ea+1 Version : E8 . 0 4/14/89 ..O. F. i 1 . 00 LOADING: Top Chd Live 100 Top Chd Dead 15 _pacingt 1 ' 0" Bat Chd Live 0 Bot Chd Dead 5 Total 120 . 0 PSF =ROM-TO TOP GRADE 'CHORDS RACING-- WES # -SIZEEB GRADERS BRACING T1-72 2 : 4x2 ##1_DEN_SP15 Continuous 1-22 4x2 #3_SP15 TL-T1 2 : 4x2 #1 DEN SP15 Continuous 7'0-TL 2 : 4x2 #1-DEN—SP15 Continuous Max , TC CST at T6-S1 : . 78 i2-T13 4x2 41 DEN_SP15 Continuous Max , BC CST at B7-138 : . 84 f13-T15 2: 4x2 41�bEN_SP15 Continuous Max . Web CST at Web #1 : . 65' 31-814' 4x2 #1_DEN SP15 10 ' 0"O.C. ■*w• DEFLECTIONS - lax . Live Load Deflection is 53" at T7 L/Def- H 1/. 5311 ) lax . Total Load Deflection is . 64" at, 87 LIN A* l /. 64" ) lax . Total Horz Deflection is - . 13" at 81 oz ^s # PAUL N -•er SUPPORT REACTIONS ( lbs. ) arxr s• " Joint ; TL TR ov CIANCI H Reaction : 1578 1597 p . 2sz o 3rq Widths 5 .5" 5 . 5" Location : 3 . 75 312, 25 °o A rho " late Location Tolerances : .25" width 25" length or 5% of le dth ' r ' indicates that a plate is in a ROW EL) orientation . rbels " 11 Type : 'TEE-LOK T-GIG 20 GA. Approval : SOCA476-41 40LOING VALUES (FST per pair ) : SP: 460 SPF: 400 HFi 400 OF: 460 abel•: "E" Type : TE-LOK T-GIG "E" 18GA Approval : AOLDING VALUES (PSI per pair ) : SP: 460 SPF: 400 HFt 400 OF: 460 attach 2x6 atrongback 10 ' -0" D. C. with three 10d nails to each truss . 'he complexity and versatility of analytical programs of this kind make it Impractical to assure that outputsof this program are complete , accurate , or ,ppropriata to a spacific . appl :cation . All outputs should be thoroughly re- ; lewed , and modified if necessary , to insure its suitability to the application. JUN - 1G —,S49 F R I 14 : 55 ❑ C C ty N E R L U M B E R P'__0. ._y • x s mar pC-�� � LIEF MTTACHFO 01817LAIMER NfITE` C13S)TOM R: FAFARD JOB: RT- 1 11 T25 TJ 715 T'J I 12 lkF—'- � y` .�_ •r.—, -`3e \ 1 pN :2 q 1 I TT✓/ T �"� r4 14 41 ~ ni 'p,�c, M Ra I in 34-0-0 (Ft- In—l6 ) LEFT WEDGE- HEIGHT1 7- 4 RIGHT WEDGE HEIGHTS ' 7- 4 • 1 ROW OF I.-A-TFR—AI. , ?.,RACING ON WFEI(S) :. 2 , '4 •► : ► . DESIGN SUMMARY 4wr+ V+:rsion : EA . 0 3/31/89 L . D. F. i 1 . 15 LOADING: Top Chd Live 40 Top Chd Dears 10 $;�acinq: 2 ' 0" Sot Chd Live 0 Ent Chd Dead 10 Total 60 . 0 PSF TOP AND BOTTOM CHORDS ------- ---------- WEB MEMBERS FR17M-TCI S17F GRADE BRACING WEB $ SIZE GRADE ----------- BRACING 11-T5 2x6 2100-1 .BSPF Continuous 1 2x4 43SPF 61 -85 2x6 2100-1 . 8SPF Continuous 2 2x4 #3_SPF 1 Row 3 2x4 1650-1 .5SPF Max : T'� CSI at T4-T5 : . 81 4 2x4 ##3 SPF I Row Mnx . er C51 at 84-651 • • 94 5 2x4 $3_SPF Max . Web CSI at Web 43 : . 46 4444 DEFLECTIONS 44x: M,ix . I.. jwe Load DoFlor-tion Os . 62" at (33 L/0ef-610 (31 .5 ' /. 62" ) MAX . 1ota1 load Deflection is . 93" et 83 L/Def=406 (31 .5 '/ . 93" ) M.rx . Total Horz Deflection is 82" at TR 4+4w SUPPORT REACTIONS ( Ibs. ) 4444 )u i n t t F1..0 BRC Reoclton1 , 2040 2040 E'rq Width . 3 . 5" 3 . 5" Location ' 1% . 00 393 . 00 Ptatm t.ocation Tnlorances ' .25" width 25" length or 5% of length/width ' r ' indicates that a platy is in a ROfATFD nriantation . T�) e : TFE-t,OV T--GIr 211 GA. Approval : BnCA426-41 HOCDING VALLIF.S (PSi per pair SP: 460 SPF : 400 HF: 400 DF: 460 The vomplexity and versatilityy OF analytical programs of this kind make it iarpractical to assure that outputs of this program are complete , accurate , or a( prnpriate to a specific application . All outputsshould. be thriroughly re- viewed , and modified if necessary , to inzsi.ira its 5ui tability to the application . JUN -;7- 16 - 89 V/ /FR I 14 : 56 OCONN FSR LUMBER Pte _@p .. S},E ATTACHED DISCLAIMER NOTES / ,'USTOMEIR: FAFARD JOB: RT-2 T 1> t r -r2-1' 1A1E5..1 j rxb E�jx� X(:1-744 :-+Dx4 1 r 5x� 1 — 4' 4x6 1 "gx r3 i3 rc� 1'`t4 � _lab ) do1.46 I, .s .��_!_ :�:�- a �,._r__ �-� i. : �.vT � >4.._r0.�a_r r -a_.t .LFT NOTCH 0- 3- 8 It: SPLICE , T5-T6-3x5 rl 72 19 Tv To TO t7 TO TO T19 711 Tf2ATt2 1 i i i i i exe i M Its: , lT ``� `�. . n. . iii . -�� . X III Wli u° �. - �� l�s �� n..l�s �'ii ��' �'► T. W—rte__. ._ B7 en e�e B 1 _ - 1e-2-8� (Ft - 1n7'16 ) 3C SPLICE; B8-89» 3 x ee H// 3X$r OZOe,492P 61474WS Tia:i_ z9 x _ x.--1 3 1 -Y q Jt •""• DESIGN SUMMARY Version : E8 . 0 4/ 3/89 OADING Live Dead Joint Loads Top Chd 40 10 Joints T3 T4 T5 T6 T7 T8 Sot Chd 0 Load ( lb ) ; 62 62 175 62 215 102 TOTAL! -5"—PSF Load Set ; Dead Dead Dead Dead Dead Dead npacinq : 1 '4" All (* ) loads act downward . '.oad Exceptions e lember: 7243 1`344 7445 15-S1 SI-T6 T647 T7-TO 19-T9 19-T10 T10-T11 T11-T12 ISF Load; 110 110 110 110 110 110 110 110 110 110 110 oad Set; Live Live live Live Live Live Live Live Live Live lira . . U.Fr. 1 1 . 15 s Load Exceptions are replacements (not additions) to the load shown for the same load set, -------- TOP AND BOTTOM CHORDS ------- ---------- WEB MEMBERS ---- --�---- -ROM-TO . SIZE GRADE BRACING WE-I3 4 SIZE GRADE $RACING t2- I'll 4x2 41_DEN_SP15 Continuous 0-3 4x2 43-SP15 Ill-T13 2: 4x2 #1_DEN_SP15 Continuous 4 4x2 42_SP15 11-811 4x2 41-DEN_SP15 10 ' 0"0. C. 5-18 4x2 #3_SP15 'fax . TC CSI at T9-710: . 86 'fax . 8C CSI at 86-B7, .88 lnx . Web CSI , at Web 46 : . 77 ew"■ DEF'LItCTIONS 9rx . Live Load Deflection is . 40" at T7 L/Ocf-516 ( 17. 19 ' /. 4" ) lax . Total Load Deflection is , 59" at „T7 L/'Def-350 07 . 5911 ) lax . Total Uplift is . 11” at ''T13 lax . Total Harz Deflection is . 11" at T2N �fM(q� "" 41' SUPPORT REACTIONS ( lbs . ) ««"• PAUL sc Joints 83 TR Reactiont 2005 1679 I irq Width : 3 . 5" 3 .5" h 2 Location ; 12 , 00 218.25 e sTc .' late Location Tolerances : .25" width 25" langth of 5% of Is 67riflmw � ' r ' indicates that a plate is in a ROTATED orientation, !'voeiNTEE- VALUFST- I 20 GA, ApprOVail 80CAg?6-41 per pair ) , SP: 46'0 ;, , SPF: 400 HFt 400 DF1 460 tttach 2x6 strongback 101 -01I 'O. C. with 'three 10d nails to each truss . he complexity and versatility of arelvtical oraorams of thio kind make it rIK1 14 : 56 059NNER LUMBER ap ATTACHED DISCLAIMER NOTES !USTOMER, FAFARD JOB: RT-3 _7 T -..r3.._-W�.� !'7 _),_ _ia — ..r Ty __ 1 _ _ Ta _—T _� e.__ -T 1 4z$ _ r5x4 I r J7i 3'l�" ��`-I 4x � -_' ���a-d =1- _TFC t.EFT NOTCH 0- 3- B T1 Ti: 73 14 13 TO T7 TO T9 TRV 10 �NOF ad \ iT>I �1i1 ___._.._.._`ill_ :r. j__...._._._. f/__-_.�.—�'f_'��--•_��.. -:--; r� �o�s . PAUL c AI N R7 A4 Si!S AF d7 AN O° 9 o. 5 - .r a4. f 13-6-8 (F;t^lnTld )_�_ � NALE�� «w«« DESIGN SUMMARY ««** Version : E8 . 0 4/ 3/89 ' fJADING Live Dead Joint Loads fop Chd 40 10 Joints T1 T4 T5 T6 T7 T8 lot Chd _ 0 5 Load ( lb ) : 62 62 175 62 215 102 TOTAL? SIS Load Set : Dead Dead Dead Dead Dead Dead 'Spacinq : 1 '41' All 0) loads act downward. goad Exceptions , « '1r.mber7 T2- T3 T3-T4 T4-T5 T5-T6 T6-T7 T7-T8 TB-T9 T9-T10 'SF Load: 110 110 110 110 110 110 110 110 _mad Sett Live Live Live Live Lave Live Live Live .. D, F. s 2 . 15 e Load Exceptions are replacements (not additions) .to the load sh%m for the stow load act. TOP AND BOTTOM CHORDS ------- ---------- WEB MEMBERS HUM-TO SIZE, GRADE BRACING WEB 8 SIZE GRADE -- BRACING 12-1'9 4x2 #1-DEN SP15 Continuous 0-14 4x2 43_SP15 79-T 11 2: 4x2 T;1.-DEN�SP15 Continuous >31-89 4x2 #1_gEN-SP15 10 ' 011O, C. Max . TC CSI at T7-18 ; . 54 Max . 8C CSI at 135-667 . 45 Max . Web CSI at Web #4: . 76 w++• DEFLECTIONS ww«+ hex . Live Load Deflection is . 12" at T6 L/Def-1219 ( 12 . 19 ' /. 12" ) lax . Total Load Deflection is . 19" at T6 L/Def-770 ( 12 . 19 '/, 19" ) +w+■ SUPPORT REACTIONS ( lbs . ) ++■* Joints 83 TR Raection: 14931352 -lrq Width: 3 , 5" 3,5" Location : 12. 00 158 , 25 ' late Location Tolarancas : . 25" width 25" length or 5% of length/width ' el indicates that a plate is in a R&MED orientation . Ivppe : TEE-LOK T-GIG 20 GA. Approval : BUCA(f76-41 -IULUING VALUES (PSI per pair ) : SPI 460 SPF: 4U0 HF : 400 ,. DF : 460 'attach 2x6 strongback 10 ' -0" O. C. with three 10d nails to each truss . :he Complexity and versatility of analytical programa of this kind make it impractical to assure that outputs of this program are complete , aCClJ rete , or appropriate to a specific appli,catiorl . ijli outputs .should be thoroughl re- iewed , and modified if necessar,V , to insure its suitability to the eppYication. 14'-3" if1 0 SINGLE FACE INTERNALLY ILLUMINATED WALL MOUNTED LETTERS SCALE: 3/8"= 1'-0" REMOTE METAL BOXES HOUSING 30 MA STD. /TRANSFORMERS PRIMARY ELECTRICAL SERVICE TO SIGN BY OTHERS - 1"BRONZE SILVATRIM RETAINER 1/8"R&H 02465 YELLOW QD PIGMENTED ACRYLIC Q LETTER FACES 15 MM#6500 WHITE NEON ILLUMINATION TERMINATING INTO - ULAPPROVED HOUSINGS TYPICAL SECTION 050 ALUMINUM LETTER CHANNEL PAINTED DARK NO SCALE BRONZE#313 Design No 12385 A Scale NOTED Data 10/11/91 Created/or the approval of. LAWTHE GROUND ROUND Txa DE"n"" KAM WR U0LW1 E P"ouc"h MQ D."t Dfi DWMA.O WM01n WRT WCOMEM Orewn by: STOCKWELL r n y� F'y� I� 5�(�/�ry� m 5�/�n ISI tJ MEW ®Lf U W(A�1MEO� ll(/.1LS C.I.D. ASSOCIATES, INC. °AT` - /'0-'g9 1,01111 "25P146 q r-7 . ATTENTION 108 LINCOLN STREET, BOSTON, MASS. 02111 `)2t (617) 451-9609 TO CJ L� oig7d GENTLEMEN: WE ARE SENDING YOU Attached L7 Under separate cover via the following items: C Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications G Copy of letter ❑ Change order _COPIES DATE NO DESCRIPTION J-- i THESE ARE TRANSMITTED as checked below: C For approval ❑ Approved as submitted ❑ Resubmit copies for approves For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested C Returned for corrections ❑ Return_corrected prints _. ❑ For review and comment C C FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS p tri L � � _ � a M Z rn o aY cc CIO 1 fV 2 r. COPY TO -. , = �� /J A SIGNED: ��