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32C-169 (4) us 4 p''\1 ri . - ,7 .J i o x C AL \ • � - = , _ - 4.-:_ts-lz: v • __; ___ \r _1 At ' . sL -. .. \ / --= - \ *1/4 1 . / --' , c . Z 4 �` , _s-__. — ‘/ - -..... \-4, , -0 ' . ' ' ' ' n, 7 l T , . , , _,___ 2 �4c ` I p 1 . cl • , 1 0 \ - • , i: - .,., . - , 7 Q ,,,C.11 ;z 3 N.. -c). w Q l ► 'v1 • TMA PROJECT NUMBER TIMOTHY MURPHY ARCHITECTS VETERANS' ADMINISTRATION COMMUNITY DATE 4I 20t lsi SDI I", C. o 3®o HIGH STREET CARE CENTER I �RAwN PAP HOLYOKE, MA 01040 228 PLEASANT STREET, NORTHAMPTON, MASSACHUSETTS TELEPHONE (413) 532 -7 SKETCH NO: FAX (413) 532 -1788 PRIDE PROPERTIES, INC. NORTHAMPTON, MASSACHUSETTS SK- S, Co '4 (° I / `� — — — r5 � �, FA:,r- c)-5 ' ` 9,1,oG< I'/¢ f 5�4 1 I � 4 , � % 4 , pia _ f iO � %4 -54 I , � l l/ ' kk. _______r_____. I 5 4 i ,r — C . / iY1 1 N 1 44111111111111111111111111111611 ■..o c^) j -- �_ , t .r „.: . « _ -- -= ate— z� ,-- �.,_� H I / . 1 i ! i i ' - TMA PROJECT NUMBER . TIMOTHY MURPHY ARCHITECTS VETERANS' ADMINISTRATION COMMUNITY DATE: 4 151scALE: I"_ ' o" 380 HIGH STREET CARE CENTER . p HOLYOKE MA 01040 228 PLEASANT STREET, NORTHAMPTON, MASSACHUSETTS I DRAWN BY: 1 1\1p TELEPHONE (413) 532 -7484 FAX (413) 532 -1788 . PRIDE PROPERTIES, INC. SKETCH NO: • NORTHAMPTON, MASSACHUSETTS SK- KA- • IJoTEt : - - 7',;,:v1 M i" 7 j.CX, i . -+..H-.1 , , , .4-- e.J. i.'. -Z Cg- DUAL, I. AL-L- wE.t..DS 5 {-i A E 6E. G auNQ trek I, A - 'I I Z T U I 4 , , ►4AL.L. P- 407- ii / Ili pew Gh�.vA RI i 7..C,.p, _ i _ — _ - 7 • - I 1 --/---- =-I- ` I , y ci --, ‘ i — t (..! , - - I / 1 p _N• -.. 5/4 X 1/4 rE1< o u' „ P vice; V /1 1 , li , c M � I I I /4 ' 5 1 1 /4 1v 5 I /.4-' 51 I i1/¢ -1,.1 C r, ... . - ____=:L___ , 6 L - Nt I / EQLI kl_. EQ. U hL II - - I %q'I x I I/42' i r - • — ■ � r . .. - I I / i _ N / X1.. _ _ 2 1/ tt' i E I — eC mo d- 11/ IiI .Ii I � � I ,r 1 L1/_ JAL t'A T 1A�1, 4--L I t 11..1 Nix E,L,,Z.VA:1101 "at..E. of r5t.[x.K\4664.-L. I TMA PROJECT NUMBER TIMOTHY MURPHY ARCHITECTS VETERANS' ADMINISTRATION COMMUNITY DATE:4- 17at SCALE: Ili _ 1`_o 380 HIGH STREET CARE CENTER HOLYOKE. MA 01040 228 PLEASANT STREET, NORTHAMPTON, MASSACHUSETTS ' DRAWN BY: P NP TELEPHONE (413) 532 -7464 FAX (413) 532 -1788 PRIDE PROPERTIES, INC. SKETCH NO: • NORTHAMPTON, MASSACHUSETTS SK - '� - 1 — . EL= I2G. P7-+- , / ,//;/' ; El. ?.121 ,84' r �I %r / /' /' r_3 1 ExPP- +J4Inr,J t-Ji Fi L.L.E.R. W/ 1?AGK I I nr) s -,ES.- ,r I L_ He A L - UP 3Y. 1 AT t?-t'T - H — I (� � „ � �17�� _ i i. - TC7CnL J 01 r-J 1 4 ` i �j� Y I j � [ 171 Y , ( i - 4-----. _ 8 —� — MYR A OG O,G, O.G-. 4,.C. 1 WALL I - ' 3 � N ' ‘ , . / r - _ r - a . V L rcAiL.- I1-lcc Pi si . 3'' w.Ai. -L• / F'G- -e- m FAt.�- DF GM L..1 / 1- Lii _ I Ti ! � L ILA JL_I M H ►1 , Fq /1 `� - �- _ _ II ' I .-1 / \ , ~" � ~ �__ = II ,/ / �( L ;``? - r- , f . ; ' _ 1 ° 11 . 1.4 'i � I II j 1-_ t 1 1 i i 1 _, ST F-4F..GT N -' 1 1 . 1 1 / �/ 4- - - --f I —mot TMA PROJECT NUMBER TIMOTHY MURPHY ARCHITECTS VETERANS' ADMINISTRATION COMMUNITY DATE 4i2,21151 3 /8 ' =1:0 380 HIGH STREET CARE CENTER HOLYOKE, MA 01040 228 PLEASANT STREET, NORTHAMPTON, MASSACHUSETTS 1 DRAVVNI BY: 1_,' I. TELEPHONE (413) 532 -7464 FAX (413) 532 -1788 PRIDE PROPERTIES, INC. SKETCH NO' NORTHAMPTON, MASSACHUSETTS S K- 1 \ 2 • 1 , • I i __ I I ■ 1 I , . _,_. , 1 , . I 1 _ , s_L , _ ,,_ 1 1 .., , 1 :- 7 _ - 1- \ I - -fit / 4 _____ 1 mard *4i A I 1 - () 1 li i l l ; �� I li gall • - ! X11 1h -- - . I 1 FA ii.iI III 1 I& Q A l_ i i H \, r . I Ili A. TMA PROJECT NUMBER TIMOTHY MURPHY ARCHITECTS VETERANS' ADMINISTRATION COMMUNITY DATE 41/ SCALE 1I4 I 1 380 HIGH STREET CARE CENTER HOLYOKE, MA 01040 228 PLEASANT STREET, NORTHAMPTON, MASSACHUSETTS I DRAWN BY: PO? TELEPHONE (413) 532 -7464 FAX (413) 532 -1788 PRIDE PROPERTIES, INC. SKETCH NO: NORTHAMPTON, MASSACHUSETTS SK- p O I • TIMOTHY MURPHY ARCHITECTS 380 High Street, Holyoke, MA 01040 (413) 532 - 7464 April 21, 1995 Anthony Patillo, Building Inspector Northampton Building Department 212 Main Street Northampton, MA 01060 Re: or , ^s usetts Dear Inspector Patillo: We have redesigned the exterior egress path from the Pleasant Street Door to reduce the slope of the planting beds along the Pleasant Street facade. Attached please find sketches SK -R1, R2, R3, R4 and R5 detailing the revised construction. Please call if you have any questions. Truly yours, LIAMOI A14(41 Timothy Murphy 1 cc: Charles F. Lyons Paul Stramese • OPERATION • PNEUMATIC • ELECTRIC • HYDRAULIC PIPING SUPERVISED OYES ONO 1 DETECTING MEDIA SUPERVISED DYES ❑ NO DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS? r ❑YES 0 N DELUGE i IS THERE AN ACCE SACN CIRCUIT FOR Was//7M IF NO, EXPLAIN PREACTION r ONO VALVES F DOE5 EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM UM TO MAKE MODEL SUPERVISION LOU ALARM OPERATE VALVE RELEASE OPERATE RELEASE YES T NO • YES NO YES NO )IYDROSTATIC: Hydrostatic Lasts shall be made at not less than 200 psi (13.6 bars) for two hours or 50 psi (3.4 bars) above static prsesun In excess of 150 psi (10.2 bus) for two hove. Differential dry•pipe valve clappers shall be let open during test to prevent damage. All aboveground piping Leakage shall be stopped. TEST FLUSHING Flow the required rate until water is clear u Indicated by no collection of foreign material it burlap bags at outlets such as DESCRIPTION hydrants and blow-ohs. Flush at flows not less 1. an 400 GPM (1514 Umin) for 4 -Inch pipe, 600 GPM (2271 Umin) for 5 -inch pipe, 750 GPI. (2839 Umin) for butch pipe, 1000 GPM (3785 Umn) for s-Inch pipe. 1500 GPM (5878 Umin) for 10 -inch pipe and 2000 GPM (7570 Umin) I, 12•ineh pipe. When supply cannot produce stipulated lbw rates, obtain maximum available. PNEUMATIC: Establish 40 psi (2.7 bars) elr pressure and measure drop which shall not excoed 1-1/2 psi (0.1 bars) In 24 hours. Tut pressure tanks at normal water level and sir pressure and measure air pressure drop which shall not exceed 1-1/2 psi (0.1 bars) In 24 hours ALL PIPING HYDROSTATICALLY TESTED AT c,,C PSIFOR Z HRS. IF NO, STATE REASON GIRT Fl -ir+G PNEUMATICALLY TFSTED C3 vas 0 NO EQUIPMENT OPERATES PROPE"LY DYES NO DRAIN READING OF GAGE LOCAlE0 NEAR WATER SUPPLY TEST PIPE: RESIDUAL PRESSURE WITH VALVE IN TEST PIPE OPEN WIDE — TESTS TEST STATIC PRESSURE, pd Pal Underground mains and baddn 0011re61lone to system roars shall be flushed before connection made to sprinkler piping. VERIFIED BY COPY OF THE FORM NO. NB OYES ❑NO I OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDERGROUND SPRINKLER PIPING ❑YES ONO - • BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVED • GASKETS �.J WELDED PIPING • E YES U NO IF YES .. . A DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY IrJYES ONO WITH THE f7EOUIREMENTS OF AT LEAST AWS D10.9. LEVEL AR4? 1IYELDIN43 00 YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN E YES ONO COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS 010.9, LEVEL AR-3? r DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED OUALITY YES ONO CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED. THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED. AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? HYDRAULIC NAMEPLATE IV NO, IMAM DATA YES ❑NO NAMEPLATE DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS z . • NAME OP SPRINKLER CONTRACTOR • lVC t' kov; f r(L-n -1; «0 < Co.,1 7Q /D � r ,,' T�,�s -Errs WITNESSED BY SIGNATURES FOR PROPERTY OWNER (SIGNED) TITLE DATE I ' •• LER TRACTOR ( . _. TITLE DA • CSA BACK C3Zc- -,63? 381c-- /69 CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING Addllonal copies of this form are Publicafons•Order Processing, Training Resource Center. available only to Insureds from Factory Mutual Engineering & Research, 1151 Boston - Providence Turnpike, P.O. Box 9102, Norwood MA 02062 PROCEDURE Upon completion of work, inspection and tests shall be made by the Contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left In service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners and contractor. It Is understood the owner's representalive's signature In no way prejudices any claim against contractor for faulty material, poor workmanship, or !allure to comply with approving authority's requirements or local ordinances. PROPERTY NAME DATE l e 4 70-1 S 11(,' , -, , ; s i , n i i c 1 - ► Co ► M , . , _ � . ; I ( � • 6 / ? F PROPERTY MOMS ( ,�D 4 1 ,f 2 ' C� f / "fir '> co, _ Y . � . � �, � 1 - , T 0 f t'vr • LORESS CEPTED SY APPROVING AuTNORM Cq NAMES I S i boy L k 6 ,., „C.,5-( ki 1 2L1 PLANS INSTALLATION CONFORMS TO ACCEPTED PIANO g:ES ES ONO EQUIPMENT USED IS APPROVED ❑NO M NO, EXPLAIN DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION 6YES ONO OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? M NO, EXPLAIN INSTRUCTIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS iiYES 0 NO AND NFPA 13A SEEN LEFT ON PREMISES ?. IF NO, EXPLAIN • ' LOCATION suPPUEU OWN. - . OP SYSTEM , YEAR OF ORIFICE TEMPERATURE MAKE MODEL MANUFACTURE SIZE OUANTITY RATING Vt ) r1 9 CA- ,xalCd 1 9s t - )n CSr° SPRINKLERS VI ki i n 5 N . . l i. 1 4 a 4` " z S 3 ll1 a 'IV jade i. I _ 15 fr v.2. G, 4i4 • PIPE CONFORMS TO M ' 1 . ST N:V.4^ t '1 YER D NO IIPE AND FITTINGS CONFORM TO 2 STANDARD DYES 0 N FITTINGS M NO EXPLAIN ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE ALARM TYPE MAK MODEL MIN. SEC. VALVE p OR PLOW ` 'Ow SwF 1(? Lp r 4 ' v' t - �I (41 �I INDICATOR DRY VALVE 0.0.0. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. • TIME WATER - ALARM TIME O TAP ( WATER AIR TRIP POINT REACHED OPERATED THAIU ST _ • PRESSURE PRESSURE AIR PRESSURE TEST OUTLET PROPERLY DRY PIPE MI . ' SEC. ' ' PSI PSI PSI MIN. SEC. YES NO OPERATING , TEST WITNOUT jjll 0.0.0. WITH 0.0.0. IF NO. EXPLAIN d . '• IN E. N SA _,�_ MAY 1 51995 f TO: Anthony Patillo, Building Inspector Charles F. Lyons, Pride Properties, Inc. DEPT OF BUILDING PF;"'T'. NS Paul Stramese, Construction Manager NORT€1AP PTt ?v OiC60 FROM: Timothy Murphy, Architect 0,11 DATE: May 12, 1995 RE: VETERANS' ADMINISTRATION COMMUNITY CARE CENTER 228 Pleasant Street Northampton, Massachusetts REPORT NUMBER 19 Inspection of May 9, 1995 Timothy Murphy 01. Rough Plumbing work is complete in 0 Building. All roof leaders have been insulated. 02. Pleasant Street entry is installed. Exterior concrete stair has been placed. Short Street entries are installed as is entry storefront. 03. Short Street concrete walks alongside A Building are mostly in place. Old Pleasant Street sidewalk has been removed. 04. GWB has been installed in all A Building rooms except for entry spaces. 05. Connector framing for windows is underway. Conference room metal stud work in connector is complete. 06. Southerly storefront is installed in Common Room. 07. GWB work is underway in CWT Building. 08. HVAC contractor is installing diffused drops in CWT Building. 09. Some concrete walk work has been completed on north side of CWT Building. 10. Painters are applying finish color to CWT exterior. • TIMOTHY MURPHY ARCHITECTS 380 High Street, Holyoke, MA 01040 (413) 532 - 7464 TO: Anthony Patillo, Building Inspector R- ; Charles F. Lyons, Pride Properties, Inc. j_ MAY Q i„ Paul Stramese, Construction Manager PT OF BUILDING INSPPECTIAS FROM: Timothy Murphy, Architect MA , �PTIIAP „PTON. MA 01G6Q DATE: May 9, 1995 RE: VETERANS' ADMINIS' COMMUNITY CARE CENTER N or amp on, REPORT NUMBER 18 Inspection of April 27, 1995 Paul Stramese, Timothy Murphy 01. Rough Plumbing work is 100% in A and CWT Buildings. Both will be city inspected 4- 28 -95. 02. HVAC ductwork is 100% in CWT Building, 95% in A Building and 80% in 0 Building. Duct insulation is mostly complete on work in place. All rooftop units are in place, gas is connected, no electrical yet. 03. Rough Electrical work is approximately 85% complete in A Building and is 100% in CWT Building. Electrical work not underway in 0 Building. City inspection is scheduled for 5 -1 -95 for A and CWT. 04. All sprinkler mains are complete. 05. Gas piping is 100 %. Rooftop units are all tied in. Paul Stramese expects gas inspection week of 5 -1 -95. 06. Roofing work is substantially complete. Some minor sheet metal work remains to be done. 07. All double hung windows are installed. Some sealant work remains. Paul Stramese expects entrances and storefront during week of 5 -1 -95. 08. Insulation work is complete. 09. Metal stud installation is 95% complete. Gypsum board delivered and installation to commence 5- 27 -95. TIMOTHY MURPHY ARCHITECTS 380 High Street, Holyoke, MA 01040 (413) 532 - 7464 TO: Anthony Patillo, Building Inspector Charles F. Lyons, Pride Properties, Inc. Paul Stramese, Construction Manager FROM: Timothy Murphy, Architect #l)a� t DATE: April 21, 1995 U" RE: Nor amp on,' 'assac usetts REPORT NUMBER 17 Inspection of April 20, 1995 Timothy Murphy 01. Footings and foundations for exterior egress path from Pleasant Street exit are complete. Ground face block stair walls are under construction. 02. Concrete foundations for exterior lighting in place around A Building. 03. Sub -base material placed and compacted for walk from Pleasant Street sidewalk to A Building entry. 04. Approximately 85% of roofing edge metal is in place. A Building entry, connector between A and 0 Buildings and miscellaneous other locations remain to be completed. 05. In the A building steel stud partitions have been erected and the exterior walls have been insulated. Wood framing for windows has been completed. Electrical work begun, boxes installed. A majority of the HVAC ductwork is hung and insulated. Sprinkler mains have been installed. 06. In the 0 Building steel stud partition work for toilet rooms is in process. The exterior walls have been insulated. Wood framing for windows is in process. Brick vents have been installed in exterior wall. HVAC ductwork installation has started. Sprinkler mains have been run. 07. In the CWT Building steel stud partitions for offices have been erected. Interior CMU walls and partitions have been prime painted. Rough plumbing is mostly complete. Ductwork has been hung. Electrical wire pulled to boxes. 3 > C _ f 6 TIMOTHY MURPHY ARCHITECTS 380 High Street, Holyoke, MA 01040 (413) 532 - 7464 18 TO Anthony Pat 104_ Bu lding Inspector Charles F. Lyons, Pride Properties, Inc. Paul Stramese, Construction Manager FROM: Timothy Murphy, Architect,',' DATE: April 17, 1995 RE: VETERANS' ADMINISTRATION COMMUNITY CARE CENTER 228 Pleasant Street Northampton, Massachusetts REPORT NUMBER 16 Inspection of April 10, 1995 Paul Stramese, Timothy Murphy 01. Exterior steel stud and gypsum sheathing installation is complete. Perimeter roof steel has been insulated with 3" R -15 rigid insulation in beam web. 02. Masons are working on A Building entry. All other exterior masonry work complete. 03. Roofing contractor has completed installation of insulation and roofing membrane. Edge metal installation is approximately 60% complete. 04. Iron workers have completed connections between columns on 11 and 11.1 lines at lines E and D. to stiffen Common Room steel frame. Iron workers have also erected window wall frame at Corridor 121 and Conference Room 204. 05. Concrete has been placed for all interior floor slabs and ramps. Contractor is in process of cutting control joints in slabs. 06. Plumber has tied in all roof drains. 07. Ductwork is being hung in A Building. 08. Electrician has completed approximately 85% of the conduit installation in the CWT Building. a _._._ 1 Y 1 1 1✓ 1 1 -1 1 1 1 r 1 1 1 1 I i 1 I Qr 1 I i 1 i I 4---4 �, I I,— '� j , W '7(, /r1 ( .2 -3 al-= 1 I I 1 73"7 "7 /W - ,�Z� • Z 'ts'Mr � L 1 1 i iib - k Ia V X-) 4J- '' ID " r1111- iL1 8 a1 • r1 , .cc- . ' -, - 9/ xZnx 'I ti,-7 . ,y 5 1- 1 1 1 1 1 II 1 1 91 `i- . 1 11 1 � J 11 . I I I 1 .1. . 71 Or 5 X t + till 0 g /4x ; - ) ;r 0 - — • -..- —4 ,_-,-, ..... _ . I . r- -- 1 7. q y, 41 GI 1 � 0 r TIMOTHY MURPHY ARCHITECTS 380 High Street, Holyoke, MA 01040 (413) 532 - 7464 T � TO: Anthony Patillo, Building Inspector Charles F. Lyons, Pride Properties, Inc. Paul Stramese, Construction Manager FROM: Timothy Murphy, Architect t DATE: March 28, 1995 RE: VETERANS' ADMINISTRATION COMMUNITY CARE CENTER 228 Pleasant Street Northampton, Massachusetts REPORT NUMBER 15 Inspection of March 23, 1995 Paul Stramese, Timothy Murphy 01. Masons have completed brick work on west (Pleasant Street) and south walls of A Building (A building complete except for entry Vestibule 100), and have progressed with the construction of the wall along column line 5 including base at Corridor 121 and wall of 0 Building between lines D and F. 02. Roofing contractor has installed insulation and membrane at A Building and Vestibule 100. Only connector (Corridor 121 and Conference Room 204) remains to be roofed. 03. Exterior steel stud and gypsum sheathing installation at 0 Building is substantially complete. Some horizontal bracing remains to be installed. Exterior wall stud and sheathing work is nearing completion with only Common Room 218 and Vestibule 100 walls remaining to be completed. 04. Iron workers on site installing connections between columns on 11 and 11.1 lines at lines E and D. (attached find connection details). 05. Site Contractor has adjusted manhole and catchbasin covers in east parking lot and has begun to bring in gravel base material. 06. Site Contractor has been re- compacting and generally shaping -up interior gravel base material in preparation of floor slab concrete placement. TIMOTHY MURPHY ARCHITECTS 380 High Street, Holyoke, MA 01040 (413) 532 - 7464 TO: Anthony Patillo, Building Inspector Charles F. Lyons, Pride Properties, Inc. Paul Stramese, Construction Manager FROM: Timothy Murphy, Architect (A/V DATE: March 27, 1995 RE: VETERANS' ADMINISTRATION COMMUNITY CARE CENTER 228 Pleasant Street Northampton, Massachusetts REPORT NUMBER 14 Inspection of March 13, 1995 Paul Stramese, Peter Papineau, Timothy Murphy 01. Masons have completed brick work on south (Short Street) and east walls of A Building except around entry Vestibule 100, and have progressed with the construction of the west and south walls to about window sill height. West and south walls of A Building are scaffolded and loaded for continuation. #400b also working o .f 02. Roofing contractor has installed insulation and membrane at Common Area 218 and 0 Building and is working to complete membrane flashings on same. Membrane has been draped over CMU parapets awaiting brick veneer. Membrane flashing work at CWT building looks complete. No edge metal has been installed yet. 03. Exterior steel stud and gypsum sheathing installation at A Building is complete except for installation of horizontal bracing. Stud work is progressing in Connector (Corridor 121, Conference Room 204) and in O Building. Reviewed stud connection to structural bracing at OT Office 216 window opening. Shifted opening slightly to east to avoid bracing conflict. TIMOTHY MURPHY ARCHITECTS 380 High Street, Holyoke, MA 01040 (413) 532 - 7464 Ji "TO: Anthony Patillo, Building Inspector Charles F. Lyons, Pride Properties, Inc. Paul Stramese, Construction Manager FROM: Timothy Murphy, Architect O,4 DATE: 7', 199 RE: VETERANS' ADMINISTRATION COMMUNITY CARE CENTER 228 Pleasant Street Northampton, Massachusetts REPORT NUMBER 13 Inspection of March 3. 1995 Paul Stramese, Timothy Murphy 01. Masons are constructing ground face concrete block and brick wall of A Building. Work is progressing on east (line 8) and south (Short Street, line A) walls. Flashings are being installed at base of walls and at sills. Veneer ties to steel studs appear adequate in both number and attachment. Walls are scaffolded and enclosed with tarpaulins. 02. Ray Kalita has prepared sketches of column to column connections to stiffen steel frame of Common Room 218. Details describe connections between columns on lines 11 and 11.1 at lines E and D. Sketches have been transmitted to Mr. Stramese. 03. Exterior steel stud erection at A Building is complete except for bracing installation. Exterior gypsum sheathing work is continuing on north wall of A Building. 04. p . l exects th Roofing Contractor on site aa„ �t�l�e . r, � ,�. _ y °'• ay *aarch 6 * -- ,# i, oofing system installation. Work will begin on C roof and progress toward A Building. • -4 44* - - „ , . TIMOTHY MURPHY ARCHITECTS 380 High Street, Holyoke, MA 01040 (413) 532 - 7464 TO: Anthony Patillo, Building Inspector Charles F. Lyons, Pride Properties, Inc. Paul Stramese, Construction_Manager FROM: Timothy Murphy, Architect (4/1/1 DATE: February 23, 1995 RE: VETERANS' ADMINISTRATION COMMUNITY CARE CENTER 228 Pleasant Street Northampton, Massachusetts REPORT NUMBER 12 Inspection of February 22, 1995 Paul Stramese, Timothy Murphy 01. Masons have completed constructing A Building CMU parapet walls and are in the process of building same at the 0 Building. 02. Paul Stramese expects the steel erectors back to trim the roof deck at the Common Room to facilitate parapet construction. Studs will be added to the roof steel in this area to tie parapet vertical reinforcing. 03. R .:x ., . umns : r • . on ion: �..•.c�•. _ 04. Installation of exterior steel studs at A Building is continuing. Exterior gypsum sheathing installation is underway. 05. Blocking for rooftop HVAC equipment is in progress. Paul expects roof curbs to be set this week in anticipation of the roofing contractor being on site the week of February 27. i TIMOTHY MURPHY ARCHITECTS 380 High Street, Holyoke, MA 01040 (413) 532 - 7464 1 TO Anthony Patillo, Building Inspector Charles F. Lyons, Pride Properties, Inc.- Paul Stramese, Construction Manager FROM: Timothy Murphy, Architect V A DATE: February 21, 1995 RE: VETERANS' ADMINISTRATION COMMUNITY CARE CENTER 228 Pleasant Street Northampton, Massachusetts REPORT NUMBER 11 Inspection of February 17, 1995 Paul Stramese, Hong Wu, Timothy Murphy 01. Masons have completed constructing north (municipal parking lot side) ground face CMU exterior wall of CWT building. Interior CMU partitions in CWT rooms 307, 308 and 309 are also complete. 02. Masons are constructing A Building CMU parapet walls. Work shall be enclosed and heated overnight. 03. All structural steel is erected. 04. Steel erectors are welding roof deck on CWT Building. Deck installation on 0 Building and A Building has been completed. 05. Steel erection work is 90 % complete. Some bolt installation and welding remains to be accomplished. Steel erection should be 100% by February 24. 06. Installation of exterior steel studs at A Building is in progress. TIMOTHY MURPHY ARCHITECTS 380 High Street, Holyoke, MA 01040 (413) 532 - 7464 L LH 8 1995 TO: Anthony Patillo, Building Inspector Charles F. Lyons, Pride Properties, Inc. Paul Stramese, Construction Manager FROM: Timothy Murphy, Architect i'V4' DATE: February 6, 1995 RE: VETERANS' ADMINISTRATION COMMUNITY CARE CENTER 228 Pleasant Street Northampton, Massachusetts REPORT NUMBER 10 Inspection of February 2, 1995 Timothy Murphy 01. Masons are constructing north (municipal parking lot side) ground face CMU exterior wall of CWT building. Area is scaffolded and plastic tarpaulins enclose the heated work area. 02. Steel erectors are working to plumb the A Building and the 0 Building steel. 03. Steel erectors have spaced the roof joists on the A Building roof frame and have loaded decking onto the roof. 04. Steel erection work will continue into week of February 6. , f TIMOTHY MURPHY ARCHITECTS 380 High Street, Holyoke, MA 01040 (413) 532 - 7464 1 � JAN 3 0 rziosi ,,,, or S±Ill r .:= 1 TO: Anthony Patillo, Building Inspector Charles F. Lyons, Pride Properties, Inc. Paul Stramese, Construction Manager FROM: Timothy Murphy, Architect INA DATE: January 27, 1995 RE: VETERANS' ADMINISTRATION COMMUNITY CARE CENTER . amp on, 'a . 'usetts Inspection of January 25, 1995 Charles Lyons, Paul Stramese, Raymond Kalita, Timothy Murphy 01. Masons have constructed CMU partitions for 307, 308 and 309 up to top of door and window openings. 02. Steel erectors have erected three main girders in CWT. 03. Steel erectors have erected structural steel for Common Area 218, all of 0 Building and were beginning to stand columns in A Building. 04. Steel erection work will continue through week of January 30. TIMOTHY MURPHY ARCHITECTS 380 High Street, Holyoke, MA 01040 (413) 532 - 7464 TO Anthony Patillo, Building Inspector 2 3 ro Charles F. Lyons, Pride Properties, Inc. '< Paul Stramese, Construction Manager FROM: Timothy Murphy, Architect ". °.,._" DATE: January 20, 1995 RE: VETERANS' ADMINISTRATION COMMUNITY CARE CENTER 228 Pleasant Street Northampton, Massachusetts REPORT NUMBER 8 Inspection of January 19, 1995 Timothy Murphy 01. Masons have constructed west (adjacent to room 301 from south end at 307 to door 301 and around corners past column line H almost to corner of north wall) and east (between 218 and 301) CMU walls of CWT building. Steel angles have been set in both walls to receive roof deck. 02. Paul Stramese has reported that the site contractor has connected the water service to the city main in Short Street. 03. Paul Stramese has reported that the site contractor has extended the building sanitary sewer to the Pleasant Street property line, broken the former building sewer pipe and connected the new sanitary sewer pipe to the existing lateral. The dead end of the abandoned sewer pipe was cemented. The connection to the existing lateral is approximately ten feet from Short Street. 04. Paul Stramese reported that he expects structural steel at the site on Monday January 23. 11 TIMOTHY MURPHY ARCHITECTS AN 17 996 380 High Street, Holyoke, MA 01040 (413) 532 - 7464 TO: Anthony Patillo, Building Inspector Charles F. Lyons, Pride Properties, Inc. Paul Stramese, Construction Manager FROM: Timothy Murphy, Architect [410 DATE: January 13, 1995 RE: VETERANS' ADMINISTRATION COMMUNITY CARE CENTER 228 Pleasant Street Northampton, Massachusetts REPORT NUMBER 7 Inspection of January 12, 1995 Paul Stramese, Timothy Murphy 01. Masons have constructed east (adjacent to room 301 from corridor 219 to south end) and south CMU walls of CWT building. Walls are complete except for placement of anchor bolts in top of wall for nailers. Steel angles have been set in both walls to receive roof framing steel and bar joists. 02. Scaffolding has been moved from south wall around to east wall adjacent to column line 12. CMU's have been loaded onto scaffolding and have ben covered. 03. Constructed east wall is enclosed with tarpaulins and area is being heated. TIMOTHY MURPHY ARCHITECTS 7 380 High Street, Holyoke, MA 01040 (413) 532 - 7464 (FRti TO: Anthony Patillo, Building Inspector Charles F. Lyons, Pride Properties, Inc. Paul Stramese, Construction Manager FROM: Timothy Murphy, Architect G`z'i DATE: January 13, 1995 RE: VETERANS' ADMINISTRATION COMMUNITY CARE CENTER 228 Pleasant Street Northampton, Massachusetts REPORT NUMBER 6 Inspection of January 9, 1995 Paul Stramese, Timothy Murphy 01. Mason on site beginning work and will construct east (adjacent to room 301 from corridor 219 to south end) and south CMU walls of CWT building first. East and south walls are scaffolded on the slab side and have plastic tarpaulins enclosing the work area. Work area is being heated. 02. Masons have begun construction of CWT building corners at both ends of east and south walls. 03. Mason has constructed tented area with heat for materials storage. TIMOTHY MURPHY ARCHITECTS 380 High Street, Holyoke, MA 01040 (413) 532 - 7464 TO: Anthony Patillo, Building Inspector Charles F. Lyons, Pride Properties, Inc. Paul Stramese, Construction Manager FROM: Timothy Murphy, Architect JAN 91995 DATE: January 5, 1995 RE: VETERANS' ADMINISTRATION COMMUNITY CARE CENTER 228 Pleasant Street Northampton, Massachusetts REPORT NUMBER 5 Inspection of December 28, 1994 Paul Stramese, Timothy Murphy 01. Footing and foundation wall concrete placement complete and backfilled. 02. Entire perimeter of building has foundation insulation installed. 03. Underslab sanitary pipe installation complete and extended to ten feet outside foundation wall. Connection to city sewer in Short Street scheduled for spring. 04. Underslab roof drainage pipe installation complete and extended to ten feet outside foundation wall by Plumber. Site Contractor has connected A Building 8" roof leader to CB #11. Also connected CB #11 to CB #10 and scheduled to connect to existing DMH #1 week of January 2, 1995. Also connected CWT Building 8" roof leader to CB #13. 05. CB #12 and CB #13 connected to DMH #10 over existing 15" city RCP drain. 06. Under slab water service is in place and will be connected to city water in Short Street in spring. 07. All column leveling plates are in place. 08. Mason is on site and has installed dowels into existing CWT foundation in preparation for new wall construction. 09. Structural Steel and Bar Joist shop drawing review complete. TIMOTHY MURPHY ARCHITECTS 380 High Street, Holyoke, MA 01040 (413) 532 - 7464 TO: Anthony Patillo, Building Inspector Charles F. Lyons, Pride Properties, Inc. , Paul Stramese, Construction Manager FROM Timothy Murphy, Architect DATE: December 15, 1994 RE: VETERANS' ADMINISTRATION COMMUNITY CARE CENTER 228 Pleasant Street Northampton, Massachusetts Inspection of December 8, 1994 A Charles Lyons, Timothy Murphy t✓' 01. Footing and foundation wall concrete placed for A Building walls from A -2.5 to A -8. 02. Pier concrete placed at E -7, E -9, and E -10 in 0 Building. Piers have been backfilled. 03. Footing and pier concrete placed for footings B -2, B -3, B -4, and B -6. Backfill has been placed. 04. Entire perimeter of building, except south of Corridor 219, has footings, foundation walls and foundation insulation in place and has been backfilled. 05. Demolition of CMU building is complete. Demolition debris has been removed from site. Slab has been cut at Corridor 219 for ramp construction. 06. Storm drainage system installation underway. CB #12 and CB #13 installed and backfilled. 07. Excepting a few, leveling plates are in place. TIMOTHY MURPHY ARCHITECTS 380 High Street, Holyoke, MA 01040 (413) 532 - 7464 TO: Anthony Patillo, Building Inspector Charles F. Lyons, Pride Properties, Inc. Paul Stramese, Construction Manager I FROM: Timothy Murphy, Architect titViu 4t' DATE: December 2, 1994 RE: VETERANS' ADMINISTRATION COMMUNITY CARE CENTER 228 Pleasant Street Northampton, Massachusetts REPORT NUMBER 3 Inspection of December 1, 1994 01. Footing and foundation wall concrete placed for connector wall on east side of Common Area 218, and along east side of Corridor 121. 02. Footing concrete placed at E -7, E -9, and E -10 in 0 Building. 03. Foundation wall concrete placed from about E -5 location south to C -5, along the north and west walls of the A Building to about A -2.5. Also from east wall of Conference Room 204 to A -8. 04. Entire perimeter of building, except from A -2.5 to A -8 and to south of Corridor 219, has foundation insulation in place and has been backfilled. 05. Excavation for footings B -2, B -3, B -4, and B -6 complete. 06. Demolition of CMU building roof started on west side. TIMOTHY MURPHY ARCHITECTS 380 High Street, Holyoke, MA 01040 (413) 532 - 7464 TO Anthony Patillo, Building Inspector Charles F. Lyons, Pride Properties, Inc. Paul Stramese, Construction Manager FROM: Timothy Murphy, Architect , UtWoflt44 Alig 24 DATE: December 1, 1994 RE: VETERANS' ADMINISTRATION COMMUNITY CARE CENTER 228 Pleasant Street Northampton, Massachusetts REPORT NUMBER 2 Inspection of November 10, 1994 01. Footing and foundation wall concrete placed for CWT addition from northeast corner of existing CMU building at office 306, along north side of CWT, north side of Common Area 218, north wall of 0 Building and part way down line 5 from corner at F -5. Forms have been removed. Concrete appears adequate. 02. Footing concrete placed for Common Area 218 from just east of line D -12, along south wall of 0 Building and along east wall of Conference Room 204. Concrete appears adequate. 03. Foundation wall forms erected for CWT addition on south side at Corridor 219, along south wall of Common Area 218, south wall of 0 Building. Reinforcing steel in place in wall forms. 04. Excavation for foundation of east wall of A Building along line 8, north and west walls of A Building along lines C and 1 and around corner A -1. Bearing soil at bottom of excavation appears adequate. q g r re MOTHY MURPHY ARCHITECTS High Street, Holyoke, MA 01040 (413) 532 - 7464 .,. _. TO: Anthony Patillo, Building Inspector Charles F. Lyons, Pride Properties, Inc. Paul Stramese, Construction Manager FROM: Timothy Murphy, Architect / of' // W t i DATE: December 1, 1994 RE: 'or ampton, Massachusetts REPORT NUMBER 1 Inspection of October 29, 1994 01. Building demolition complete except for CMU building (CWT Clinic) at rear of site. Remaining CMU building to be removed at later date. Existing concrete foundation and floor slab of CMU building will remain. 02. Excavation for foundation started. Trenching for exterior walls of CWT addition, and 0 Building complete. 03. Existing foundation wall of CWT further below grade than anticipated. Contractor has excavated to existing footing level and stepped footing along easterly wall of office 306. 04. Excavation for CWT foundation uncovered ash at designed footing elevation. Contractor excavated through ash to approximately one foot lower than design elevation. Ash disappeared before F -11 corner of 0 Building. 05. Bearing soil at bottom of excavations appears adequate. c O RI g i M -TO PANEL NV-1 - -a s� TD PANEL HV -2 - 2 `Q TO PANEL HV 3 NEMA -3R, 600V, 3POLE, 125A, CIRCUIT BREAKER. '. i-fooA RAINTIA 7/490V, 3PHA NEMA -3R, 600V,. 3POLE, 225A, 4WIRES GHT UTILIWTY CO . TYPE METER 11 0 < CIRCUIT BREAKER. TYPICAL FOR TWO(2). 0 1 m NEMA -3R, 600V, 3POLE, 100A, m X1 INS CIRCUIT BREAKER - EACH. 3, v R RAINTIGHT WIRING TRI H III ;7p. 1 4 #4/0 IN 2 1/2' CONDUIT NOTE' Hi • ALL CIRCUIT BREAKERS AND m Z CUSTOMER SUBMETERS SHALL N 225A, VEATHERPR S, 2ELECT.V, HAVE PADLOCKS. 3PHASE, 4WIRES MASS. ELECT, n CO. APPROVED METER SOCKET. - Z.Dy MP 1 I1 SI Sti ALA.. ripe- AS � � NAI.. 1=z 15.1 'N & SAM . Z FROM THE MASS ELECT. CO. POLE ON THE SHORT STREET, n O L ,� - -" SEE SITE ELECT. PLAN. C , Z • Oar t�oc- Mac o . - _ -- _ HAIR V i C- Q.0 11' fI�'fi" _ _ l,,a tom' V g . Q. \1164,54 4, H. i> » -ie w/ > . AP7G�l.1LEVAf�P" = .../1-111 % PnwIsH. # 975 I '3(,00 i IFI rut= - - all ,.LEf f'01. f'01. C,�*Ctic71JAT>< ' t TLcDI� Isvw 2/7 V H.P —S -_ l.aM1? eI/ I , . 1- /...__ )BAS!✓ Hog4 r-IrA<- • Gcit4FIG U2ATIG:N . L,UM1�� - i TYPE• . IZyFL;:LTO1Z r1 �E . c,?r1C. i . L_L1HN WEt,SH " 5x ' # G•5 w 31°lo LicAir Posr w / go0.11 SLAc.kc IrJ14. s 0 . _"_ I 1 14 8 Con9v_. - 11JTE1Z tJP,1- _ 4 - m cwg - )LANIDI/.6r \,./1P -c- TME. 1 CrrJNEC -T TLS Ce-A'P L l (.4rJ n1r' gc>r). . 11=I1 4 6-47,110 A ,1 i1 x 1^ L" C,1+0K- ' . / / 15G fi.S REPQ'I7, 15Y ' 1 2 LINT .. FIxTL1g I , 1 M UFac. - Tr, .1, - II . , 4 ., � / 1716, SAFE. TA•PF- �. a a . 17ow le _ N 1 2 H Tri - . ,_ d : 0 ... „^ _ o ° ;� 0 j. Al �' ; lv 3 A I- � -1anP5 t o e I I . o UN o ff 0 •. _ ' 1-►nu rr 4 P �__ . _ .r' 5 OS, PLAN 0. . 1 8 0" 64 Gi -4 f ° o gno I 0 4 it 5 g.E1 NF, p2144 s .01;. f / LI 1JP 1STU12.42;F..17 sc-)1L. AT II 6,,,, - _ Gc4.K. sck.10 Tint_ _ FoUI -I(oAT of PLC.. /- M 1tJ. - FAANpAT1otJ TYP Tor ver- iF1E -n ■/ -Vi _ CTE.lO TOLE- 1.-160141 k&, _ 1.- 1&+4rIr.Y0- MtUJUF'rZ, ' 'WA PROJECT NUMBER 140 10 TIMOTHY MURPHY ARCHITECTS VETERANS' ADMINISTRATION COMMUNITY DATE 7.24,141 sDALE 1l."- 3eo HIGH STREET CARE CENTER HOLYOKE. MA 01040 228 PLEASANT STREET, NORTHAMPTON, MASSACHUSETTS 1 DRAWN BY: P N P TELEPHONE (413) 532 -7464 , FAX (413) 532 -1788 PRIDE PROPERTIES, INC. NCH NO: • NORTHAMPTON, MASSACHUSETTS SK- L. �� **' - 12 • • VETERANS' ADMINISTRATION COMMUNITY CARE CENTER ATTACHMENTS Division 16 Addendum Items Attached to this Addendum are additional items effecting the Electrical trade. Addendum Sketches: The following Sketches, attached to this Addendum, are hereby made a part of Addendum No. 2 and of the Contract Documents. 1. SK -E12 REVISED EXTERIOR POLE LIGHTING 2. SK -E13 OUTDOOR MAIN SERVICE EQUIPMENT SERVICE LAYOUT END OF ADDENDUM NO. 2 ADDENDUM NO.2 PAGE -2 VETERANS' ADMINISTRATION COMMUNITY CARE CENTER ADDENDUM NO. 2 JULY 26, 1994 Receipt of this Addendum shall be acknowledged by inserting its number in the space provided on the Form for General Bid SPECIFICATIONS ITEM 1 -S SECTION 01020 ALLOWANCES; Article 3.03 SCHEDULE OF ALLOWANCES; add the following paragraph: "E. ALLOWANCE NO. 5 LANDSCAPING "1. Include the lump -sum allowance of $8,200.00 for landscaping as specified in Section 02950 and detailed on the Drawings." ITEM 2 -S SECTION 02950 TREES, PLANTS, AND GROUND COVERS: A. Add the following Article: "1.16 ALLOWANCE "A. The Contractor shall carry an allowance of $8,200.00 in his general bid to allow for rehandling and spreading of topsoil, all exterior tree and shrub plantings, weed check fabric, and mulching of all disturbed areas not receiving other treatment." B. Article 3.11 MULCHING: Change the depth of mulch for tree and shrub planting areas from 3" to 4 ". ITEM 3 -S ELECTRICAL 1. Light fixture type "L" shall be revised to be as manufactured by Welsbach, cat. #975H3600 with 665W3190 black painted 8 foot pole with 150W 277V H.P.S. lamp. 2. The outdoor main service equipment shall be as per attached sketch. The feeder size going to panel HV -1, HV -2 and HV -3 shall remain as per earlier drawings and addendum. DRAWINGS ITEM 1 -S Sheet 1.3 PLANTING PLAN: A. Planting Schedule Key Item K: Replace Acer Saccharum 2 1/2 - 3" cal. with Acer Platanoides 'Emerald Queen' 2 1/2 - 3" cal., 7 1/2' branching height. B. Delete Planting Note No. 5 in its entirety and add in its place the following: "A. Planting soil shall be a mixture of 2/3 topsoil and 1/3 peat moss, by volume. "B. Planting soil shall have a pH value range of 5.5 to 7.0. If planting soil does not fall within the required pH range, limestone or aluminum sulfate shall be added to bring the pH within the specified limits." 121,4-, _, D . I =I V . I . . 1 I .1 5 v1- - r�� i. • 0.1 % .STORAGE I / t. a ! �" t- t.Ywm� NK - t • w a. SH�� • ,- .. . , 21 . • i 1 tax- � 3 &- 1'/ I, � j c !; 1 1 ' i 1 - 6 f i re' 10//t." ! 4,1_, orr ' • • .. - V IN - . ___ AI I jr- A ; h� SK -A -- q t • -- - i .. 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A- 4, A -7, o p 1 Ili rm..... t•M•• 0 .. .. ; Q { YM 1.IM. • 7 I L T" i wM M...M� 1 . , .. • 2 w - fit , • I 1 _ i \ 1 • i__ _ ill 3 = »i I II� Nt.t { - TT A :ii , •1 71 = ai- -' �w � , • , :=.:-. , i)' 4- . . 0 . attt..:a :c ; el rz. i -- --- -- ---- 7 iarg ;„ 1 11 • ............ . 1111 _ 'I � mow; i \ i�� lit _ 4 _ mieMEN1 No MN ... I Y 11111111011111•1 - • . t d••••••••• w. 1 1 I Y. I.M.U• a •. ..Mr � .�. • M -. : ° m , \ N t , • i ,.01._...3 A fil . c ► _4 ` • ,,j ..) . r.1 Ho. 40....t6 11,..,z, Ill oft . ,.-4 .. 4 • ) 4,1rf , ! .. .1t_. • of1-4 iii,% ,„ 1 , . . _....1, &a , 43 frA. ... .z ii /1 4,- cal -4.00/9a• C - 4: 1 1 - ,e1 41 1 ' V".1- 7- 111 1 • . r - NA PROJECT NUMBER l - - TIMOTHY MURPHY ARCHITECTS VETERANS' ADMINISTRATION COMMUNITY_ phil scAL j`=D`1 no HIGH STFEET CARE CENTER 1 � �: � HOLVOI . MA 01040 22$ PLEASANT STREET. NORTHAMPTON MASSACHUSETTS , TELEPHONE (413) 5324464 SKETCH NO FAX (413) S32 -17'33 . PRIDE PROPERTIES, INC. � � NORTHAMPTON, MASSACHUSETTS • J • 1 • 1 4-_, ,FirVsZ'J-. t----.. ---f f o . N . A / ■ ■ ' I I 1 fix-KPcT I o)a s - s I 7 t:.c'Nc. STA-4 w/ * Li T 'W T-A .WAY, t. • jZ " AND tixt, - No./'2.4 X W2.4 WWF - TYPIUU►, - — G d - _ �s _ • fgcvl (71 I - 0 ' 2 7 ( .y a O AT CA. Nn5 IN4. ° ° d • itat dN*AiI. LAwol. to' coLic Qr l-j s p,e, g" Lca.JG . FFcr-,T WALL W/ 4 Tc 6 PA./ C. L. RAU �.I� 'IW� �lS INTC> 1.-J E,..../ f3..nlx wa.l■.lfaa.ri - .J — i WILL . "t1 1 1tP o >z 0 ' T -- - - ' - -- - ©D Mil "Ja se " , ( cx.r.F4 — l'' -4' 11 . ___ - TMA PROJECT NUMBER 140 I D TIMOTHY MURPHY ARCHITECTS VETERANS' ADMINISTRATION COMMUNITY i►TE -7 /21 = ALE: b 1I, 0 1 , 380 HIGH STREET CARE CENTER , HOLYO E, MA 01040 228 PEASANT STREET, NORTHAMPTON, MASSACHUSETTS I DRAWN BY: TELEPHONE (413) 532.7484 FAX (413) 532 -1788 PRIDE PROPERTIES, INC. SICETCH NO NORTHAMPTON, MASSACHUSETTS - SK- A4 144`, I -' — .. 7::_ - i -- — ; ... 4 Chc-kIS 1 0 �1 . E C SR o RO (li I" �pME .. i N . ; • T01LF - , _ . ! two 208 � o�� I 0 . S ¢ p t ■ s _l__ 4 00a 21 , JANITOR EC HANICAL 205 .. O / C3 ' \ % t 1 . - ' ! 3 I ".111.9.2:Tii_ I � T S sx , H ! 1. C ; fr Lam. t - 5 ,,,,,k, , - I!. - ir i ll r i . ./,, ..e____ ' 4 ,6 , c aoto'r , , , .z.„ Y i s'C \,> I D C.�LIC TE, SX I i JT I K C— • C oK.K I ILK W I rcr. a,, 3, 5 K,- 4 TMA PROJECT NUMBER littil C TIMOTHY MURPHY ARCHITECTS VETERANS' ADMINISTRATION COMMUNITY DATE tilitt scuE i /e : 1 t. 300 HIGH STREET CARE CENTER HOLYOKE. MA 0 1040 22e PLEASANT STREET, NORTHAMPTON, MASSACHUSETTS TELEPHONE (413) 532.7464 FAX (413) 532 -1788 PRIDE PROPERTIES, INC. SKETCH NO` NORTHAAAP'TON, MASSACHUSETTS SK -A L.IU'_1' I t•KT 'f' Tr • 7 - P PE4stSR+a-► W I 44 ,., PERRY LINES S.4, / 7. 7Yric04- Lilo .6fn crr+r�w1 /. / ' / / �/ � % • i �%% '7 ; z � / / /,% ' / CO _ ,e, ,),'/ , I -�i , . %, � �j , /if 7 ; . • 0 , i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,,f i . L' i 0 / f .... To 125E FE..mosef r7 fvf • ti, / ..d; : , - • - • ..... / • ,` •••••••••• -- Zvi W IC • .--. • o r . • v ` .. • • CD f 0 t N1 S • rif:z:4914zen0F,1 �- ^ • .' •' •'...' • . •' :' • •' •' •' •' :' •' •' 11 i - l id . , .v� __ _ PLEASANT STREET TMA PROJECT NUMBER '14010 • TIMOTHY MURPHY ARCHITECTS VETERANS' ADMINISTRATION COMMUNITY ' DATE - ii i!Ili scAt.E: i'. 4o' -d' 350 HIGH STREET CARE CENTER • HOLYOKE. MA 01040 228 PLEASANT STREET, NORTHAMPTON. MASSACHUSETTS DRAWN BY P►JP. TELEPHONE (413) 5324464 F SKETCH Ax (413)532 -1755 PRIDE PROPERTIES, INC. ' ,( NORTHMAPTON. A S K. 2 • C 0 • 24 .02 1 &T W t 'APPROXIM E ATE LOCATION Nil j 1 E XISTIN O SANITARY SEWER ,� 2 3 0 � L t g = ' SERVICE LATERAL :;, = � Ii2 7D� (D( 124.24 .vi Tc C 124124.1.63 3 5 B 4" PVC STIR 35, MOTH & 11NMS AS REQUIRED TO CONNECT WASTE UNE `,� \ 124.19 OUT OF BUILDING TO EXISTING SERVICE `` g 0 < LATERAL PROVIDE 4' CLEAN OUT v m TO GRADE AT BEND. * 124.23 ' m -p t7 y IC 12 // ." Xi i m Z PROPOSED 4' D.1. 8C 123.82 O v ,.. WATER LINE ++TC 124.48 �� x .07 ,? m v EXIST. DMH /1 ' 19C 123.98 �� I ‘ TC 123.88 - C • RM- 123.25 BC 123.38 m Z INV. N (15') — 117.'56.3 N INV. IN 12' FR.C8110)- 119.25 N INV. OUT we 117.47 Z Y REPLACE FRAME AND COVER TRIM RIM TO ' .I \ z m 0 . ,~ PI 0 EXIST. DMN 'A' 3 RIM — 123.51 INV. IN 1 on 113.38 9 C W. IN 12. - 117.24 J. Z INV. OUT (1 ') — 113.31 WA' EXIST. 4" CAS UNE . PROPOSED DRAIN NE REPLACEMENT 1BM — PK NAE 1 15' RCP, 28 L.F. • ?..0x ABET. ..— 123.39 J NEW INV. INTO DMN A' •R 116.07 W N CIT REFER TO Y OF NORTHAMPTON 1W' SAN. SEWER S Q STREET CUT SPECIFICATIONS. THIS SHEET PER IWW RECO! ` ! 'CI * NOT LOCA • ri 6 i • z `�^ a r �� -1 , / Nom! N L (� � i r•E F . L 2 of 5 VA Community Care Center Addendum No. 1 Page Two Mechanical Items (continued) Item No. 3 'Mechanical Subcontractor shall provide PABCO 2" insulation on kitchen hood exhaust duct from hood connection to exhaust fan connection for one -hour fire protection rating on grease exhaust duct. Electrical Items Item No. 1 Main service from outdoor service entrance equipment to panel HV -1 shall be 4 #1 and 1 #6 GND in 2" conduit. Item No. 2 Main service from outdoor service entrance equipment to panel HV -2 shall be 4#3 and 1 #8 GND in 11/2" conduit. Item No. 3 The fire alarm annunciator is located in the Reception Lobby off the Administrative Building as shown on plan. Item No. 4 Provide a graphic building map as specified adjacent to fire alarm annunciator. END OF ADDENDUM NO. 1 • ROBT W. HALL ' CONSULTING ENGINEERS, INC. Veterans Administration July 20, 1994 Community Care Center Addendum No. 1 Plumbing Items Item No. 1 Specifications Page 15400 -14, Paragraph G, Fixture P6 Shower (Handicap), add to C64368F: "Shower stall shall include factory installed fold up seat, white shower curtain, anti - bacterial, and hooks." Item No. 2 Drawing P -1, add 3" roof drain over Vestibule 100 in location on architectural drawing A -5. The roof drain shall connect to the 5" rainconductor stack, located within the chase adjacent to Coat Room 119, via a 3" rainconductor pipe running above the ceiling of Vestibule 100 and Reception /Lobby 101. Mechanical Items Item No. 1 Add: Specifications, page 15500 -15, 2.09.P; Roof- top units. Specified units shall not be approved unless Energy Efficiency Rating (EER) and noise levels are equal to or are better than the specified units. Any substitutions must be approved prior to the bid due date by the Engineer. Units shall be as follows ( Drawing M -2 - Roof -top Unit Schedule to be amended as follows): UNIT MODEL No. CFM HEATING CAP. OOOLING CAP. (Carrier) (MBH) (TOTAL MBH) No. 1 48HJE012 3750 147.0 100.9 No. 2 48HJE005 1400 59.5 46.5 No. 3 48HJE009 2460 180.4 91.8 No. 4 48HJE007 1900 93.1 55.0 No. 5 48SX036 1200 64.8 39.6 No. 6 48SX024 690 32.8 25.6 No. 7 48HJE012 3750 184.0 99.5 Item No. 2 Add: Specifications, page 15500 -15, 2.10.G., Kitchen Hood: The Kitchen Exhaust Hood dimensions shall be: 6' -0" X 3' -0" CITY OF NORTHAMPTON, MASS. 'WARD OF PUBUC WORKS SPECIFICATIONS FOR CARE OF STREET CUTS RESPONSIBILITY OF THE CONTRACTOR 1. A TRENCH PERMIT SIGNED BY THE BOARD OF PUBUC WORKS AND AGREED TO BY THE APPLICANT MUST BE ON FILE AT THE DEPARTMENT OF PUBLIC WORKS BEFORE ANY STREET OR SIDEWALK SURFACE IS BROKEN FOR REPAIRS OR CONSTRUCTION. 2. A CERTIFICATE OF INSURANCE IN THE AMOUNT OF $100,000/$300,000 UABIUTY IS ' REQUIRED. 3. ALL UTILITY COMPANIES WHOSE SERVICES ARE LOCATED WITHIN OR ADJACENT TO THE PROPOSED INSTALLATION AREAS SHALL BE NOTIFIED IN WRITING OF THE PROPOSED INSTALLATION AT LEAST 72 HOURS PRIOR TO THE START OF ANY EXCAVATION IN SAID AREAS. 4. THE APPUCANT WILL PROTECT ALL CUTS WITH BARRICADES AND LIGHTS AND AGREES TO SAVE THE CITY OF NORTHAMPTON HARMLESS FROM ALL CLAIMS FOR DAMAGES WHATSOEVER. 5. TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. 8. BEFORE EXCAVATION IS STARTED, THE BITUMINOUS OR CONCRETE STREET SURFACE SHALL BE CUT VERTICALLY IN A LINE PARALLEL TO THE CENTERLINE OF CONSTRUCTION AND SLIGHTLY WIDER THAN THE TRENCH WIDTH, USING AN APPROVED HAND- OR POWER- OPERATED TOOL, SO AS TO ALLOW FOR TRENCH EXCAVATION WITHOUT FUR- THER DISTURBING THE SURFACE ON EITHER SIDE OF THE TRENCH. 7. THE BACKFILL WILL CONSIST OF THE EXCAVATED MATERIAL IF IT IS DECLARED SUITABLE BY THE CITY ENGINEER OR SUPERINTENDENT OF STREETS. BACKFILL WILL BE PLACED IN SUCCESSIVE LAYERS NOT MORE THAN SIX (6) INCHES IN COMPACTED DEPTH. M. FROZEN MATERIAL SHALL BE USED AS BACKFILL . IF, IN THE OPINION OF THE CITY EN- GINEER OR SUPERINTENDENT OF STREETS, THE EXCAVATED MATERIAL IS UNSUITABLE, THE ENTIRE MATERIAL FOR FILLING SHALL CONSIST OF APPROVED GRAVEL OR AP- PROVED BORROW, AS DIRECTED. AFTER THOROUGH TAMPING AROUND AND BENEATH THE UTILITY, THE 6-INCH LAYERS OF BACKFILL WILL BE THOROUGHLY COMPACTED AS FOLLOWS: IF DRY, SHALL BE MOISTENED AND THEN COMPACTED BY TAMPING WITH MECHANICAL RAMMERS OR BY HAND TAMPERS HAVING A TAMPING FACE NOT EXCEED- ING TWENTY-FIVE (25) SQUARE INCHES IN AREA. THE FINAL TWELVE (12) INCHES OF FILLING WILL, IN ALL CASES, CONSIST OF APPROVED GRAVEL THOROUGHLY TAMPED, AND A 3 -INCH TEMPORARY BITUMINOUS PATCH SHALL BE INSTALLED. AFTER A PERIOD OF 90 DAYS, OR AT SUCH TIME THAT BITUMINOUS CONCRETE TYPE I -1 BECOMES AVAILABLE, THE TEMPORARY PATCH SHALL BE REMOVED, A 1 -FOOT CUT SHALL BE MADE BEYOND EACH SIDE OF THE TRENCH, AND A BITUMINOUS CONCRETE TYPE I -1 (HOT -MIX) SHALL BE LAID IN TWO 1 -12 -INCH LAYERS CONSISTING OF ABASE COURSE AND AfAVE- MENT COURSE, THREE (3) INCHES IN DEPTH AND ROLLED WITH A 5-TON ROLLER. IF, IN THE OPINION OF THE CITY ENGINEER, A 6 -INCH CEMENT CONCRETE (HI- EARLY) TYPE SLAB IS NECESSARY, IT SHALL BE LAID OVER THE BACKFILLED TRENCH, EXTENDING ONE (1) FOOT BEYOND EACH SIDE OF THE TRENCH, AND ALLOWING FOR A 1 -INCH BI- TUMINOUS CONCRETE SURFACE. AFTER A PERIOD OF TWO DAYS, THE SURFACE OF BITUMINOUS CONCRETETYPE I -1 (HOT -MIX) SHALL BE LAID IN ONE LAYER, ONE (1) INCH IN DEPTH, AND ROLLED WITH A 5-TON ROLLER. THE PATCH SHALL BE NEAT, UNIFORM, AND CONFORM TO THE EXISTING GRADE. 8. THE APPLICANT WILL CONTINUE TO CARE FOR THE SAFETY OF THE PUBLIC FROM ALL CUTS UNTIL THE BOARD OF PUBLIC WORKS HAS BEEN NOTIFIED AND THE WORK AP- PROVED AS PROVIDED FOR IN THE PERMIT. THE BOARD OF PUBLIC WORKS WILL, AT THAT TIME, ASSUME ALL FUTURE CARE OF THE CUT. 9. THE DEPARTMENT OF PUBLIC WORKS, UPON REQUEST, SHALL AGREE TO MAKE BITUMI- NOUS CONCRETE REPAIRS. 10. THE COMPANY REQUESTING THE CUT SHALL AGREE TO PAY THE SCHEDULE OF REPAIR- ING CUTS. THE PAY SCHEDULE FOR REPAIRING CUTS SHALL BE THE PREVAILING LABOR RATES AND COST OF MATERIALS AS SET FORTH BY THE BOARD OF PUBLIC WORKS. APPROVED AND ADOPTED BY THE BOARD OF PUBLIC WORKS - DECEMBER 22, 1982. VETERANS' ADMINISTRATION COMMUNITY CARE CENTER "K Slip Sheet or Protective Mat: UV resistant, polypropylene fabric for use as an underiayment and puncture protection for ballast. "L Additional Membrane Securement: Two inch diameter plates Incorporating a plastic insert In the center of the plate used at the perimeter of each roof level, roof section, curb flashing, wall /parapet and at inside angle change and where slope or combined slopes exceed 2 inches in one foot. Flash membrane securement with manufacturer's recommended reinforced securement flashing.' ITEM 11 -S SECTION 09250 GYPSUM DRYWALL; Article 1.02 SUMMARY; Paragraph A: Add the following Sub - Paragraph: '10. Installation of access doors and access panels furnished by other trades." DRAWINGS ITEM 1 -D Sheet A -17 ROOF & MISCELLANEOUS DETAILS; DETAIL #10: Indicate a continuous concrete block bond beam immediately below the blocking for the coping. ATTACHMENTS City of Northampton Regulation Attached to this Addendum is the 'CITY OF NORTHAMPTON, MASS. BOARD OF PUBUC WORKS SPECIFICATION FOR CARE OF STREET CUTS; RESPONSIBIUTY OF THE CONTRACTOR' which hereby is made a part of the Contract Documents. Division 15 and Division 16 Addendum Items • Attached to this Addendum are additional items effecting the Plumbing, Mechanical and Electrical trades. Addendum Sketches: The following Sketches, attached to this Addendum, are hereby made a part of Addendum No. 1 and of the Contract Documents. 1. SK -L1 PROPOSED DRAINUNE REPLACEMENT 2. SK -A2 OWNERS SITE PREPARATION PLAN 3. SK -A3 REVISED CONCRETE EXIT STAIR @ CORRIDOR 201 4. SK -A4 REVISED EXIT STAIR @ CORRIDOR 201 5. SK -A5 DETAIL AT COMMON AREA ROOF 6. SK -A6 DETAIL AT COMMON AREA ROOF - INTERSECTION W/ PARAPET 7. SK -A7 REVISION TO 8/A17: "DETAIL AT PARAPET" 8. SK -A8 REVISED EXTERIOR WINDOW @ RM 210 - KITCHEN & RM 216 O.T. OFFICE MULLION DETAIL 9. SK -A9 SHELVING AT RM 211 - STORAGE 10. SK -A10 SHELVING AT RM 215 - MUD ROOM 11. SK -A11 SHELVING AT RM 217 - O.T. STORAGE END OF ADDENDUM NO. 1 ADDENDUM NO. 1 PAGE -3 VETERANS' ADMINISTRATION COMMUNITY CARE CENTER ITEM 8-S SECTION 06200 FINISH CARPENTRY; Article 1.02 SUMMARY; Paragraph A: Add the following Sub - Paragraph: .'4. Storage shelving? ITEM 9-S SECTION 07410 MANUFACTURED WALL PANELS; Article 2.03: Delete in its entirety and insert the following: '2.03. ACOUSTICAL ROOF SCREEN ' A. Acoustical roof screen assembly shall be a complete manufactured galvanized steel component system for installation on column support system erected under other Sections of these Specifications and include positive interlocking cold formed structural quality ASTM A- 446 12" wide panels and include continuous 2" x 2 7/8' ID by 3/16' top and bottom channels, fasteners and miscellaneous materials required for a complete installation. "1. Acoustical roof screen shall be "Silent Screen" system as manufactured by Empire Acoustical Systems, Mansfield, Ohio. ' 2. All components shall be galvanized in accordance with ASTM A -525, Class G -90 requirements and primed for field painting. ' B. The acoustical panels shall be fabricated from nominal a 2 1/2" deep, 22 ga flush 22 gauge tray filled with 2' thick hydroscopic, fire resistant Class 'A' mineral rock wool sound absorbing batt of 6 lbs. / cu. ft. minimum density. Water absorption shall be less than 1%. The tray shall covered with a 24 gauge perforated face panel of 3/16' diameter perforations in a 3/8' staggered pattern. ' 1. Acoustical panels shall have an NCR of 0.95 or greater when tested in accordance with ASTM 0423 -E90A and an STC of 26 or greater when tested in accordance with ASTM E90." ITEM 10-3 07530 SINGLE PLY MEMBRANE ROOFING A. Article 1.02 SUMMARY OF WORK; Paragraph A: Revise to read: "A. This Section includes loose laid ballasted single -ply reinforced Ethylene Propylene dienemonomer (EPDM) membrane roofing systems. In addition to the methods and materials specified herein and the details indicated on the Drawings the Contractor shall appropriately amend all details shown on the Drawings and provide all additional materials and manufacturer's standard details required to change the specified roofing system from a mechanically fastened single -ply system to a loose laid ballasted single ply system." B. Article 2.03 AUXILIARY MATERIALS: Add the following Paragraphs: 'J. Ballasting: No less than 1000 pounds per 100 square feet of nominal 1 1/2" rounded, water worn gravel conforming gradation: 50% retained by a 3/4' screen, 95% retained by a 1/2' screen, and 98% retained by a 1/4' screen shall be evenly distributed over the roof surface. Use ASTM 136 method for sizing gravel. ADDENDUM NO. 1 PAGE -2 VETERANS' ADMINISTRATION COMMUNITY CARE CENTER ADDENDUM NO. 1 JULY 21, 1994 Receipt of this Addendum shall be acknowledged by inserting its number In the space provided on the Form for General Bid SPECIFICATIONS ITEM 1 -S INVITATION FOR BIDS; Forth paragraph: A. Change the date for receipt of bids to Friday, July 29, 1994. The time remains 2:00 p.m. ITEM 2-S SUPPLEMENTARY GENERAL CONDITIONS; A. ARTICLE 8. TIME 1. Sub - Paragraphs 8.2.1.3 and 8.2.1.4; Change to read as follows: "8.2.1.3 The Contractor shall commence the Work on site August 29, 1994. "8.2.1.4 The Contractor shall achieve Substantial Completion of the Work on or before December 30, 1994." ITEM 3 -S SECTION 02020 SELECTIVE DEMOLITION; Article 1.02 SUMMARY; Paragraph A: Add the following Sub - Paragraph: "4. Removal of the roof and roof structure from the existing concrete building which is indicated on drawings to remain." ITEM 4-S SECTION 2110 SITE CLEARING; Article 1.01 SECTION INCLUDES: Add the following Paragraph: "C. The Owner will remove all trees and shrubs, not intended to remain, from the site prior to the start of construction and as indicated on the attached sketch." ITEM 5-S SECTION 02225 TRENCHING; Article 1.01 SECTION INCLUDES; Add the following Paragraph: "D. The trenching, backfilling and installation of the gas line for the gas service shall be provided by the gas company at no cost the Contractor." ITEM 6-S SECTION 02231 -2 GRAVEL BASE COURSE; Article 3.03 GRAVEL PLACEMENT; Paragraph 3.03; Paragraph A: Revise to read as follows: "A. Spread gravel over prepared substrate to a total compacted thickness as indicated on the project plans." ITEM 7 -S SECTION 06100 ROUGH CARPENTRY; Article 2.04 MISCELLANEOUS LUMBER; Paragraph A; Add the following Sub - Paragraph: "3. Blocking for window treatment shall be installed at the head of all windows extending beyond the each window Jam a minimum distance equal to 1/3 of the width of the window. Blocking for window treatment at the storefront in Conference Room 204 shall be continuous above the head of the storefront." 0 . , , o (L its of Northampton r r t �txssst taints 9 , y " G! Alt 8 ! 1 1 t • ; ��l r`i Qllffice of the �lnspErtor of uilDittgs � A t1�1 -�+. f as�a� 212 Main Street • Municipal Building 1 ' Northampton, Mass. 0106 me CERTIFICATE OF OCCUPANCY September 26, 1995 Page No. 32C Plot 1 VA Community Care Center Address 220 & 228 Pleasant Street ,wilding (Name) — owner Pride Properties Address 126 Main St. P 0 Box 626 pplicant Paul Stramese Address 188 North Elm Street se: 1st Business /Training Center Occupancy 2nd _Occupancy 3rd _Occupancy 4th Occupancy GB one District equired Inspections: New Building X Existing Building levator Electrical � Ju - 7 -, t ',, " / ,� j/ ' r �, lumbing �a �� Fire �� • _. — /� �� i ._ J ilding % ��-= '"�� GAS Other �- AL 1 i, , '► ..: Inspec •ro Francis X. Sien + -. Pursuant to Massachusetts General Laws (MGL), Chapter 40A, ,Section 11, no Special Permit, or any extension, modification or renewal thereof, shall take effect until a copy of the decision bearing the certification of the City Clerk that twenty days have elapsed after the decision has been filed, or if such an appeal has been filed that it has been dismissed or denied, is recorded in the Hampshire County registry of Deeds or Land Court, as applicable and indexed under the name of the owner of record or is recorded and noted on the owner's certificate of title. The fee for such recording or registering shall be paid by the owner or applicant. It is the owner or applicant's responsibility to pick up the certified decision from the City Clerk and record it at the Registry of Deeds. • The Northampton Planning Board hereby certifies that a Special Permit has been Granted and that copies of -this decision and all plans referred to in it have been filed with the Planning Board and the City Clerk. • • Pursuant to Massachusetts General Laws, Chapter 40A, Section 15, notice is hereby given that this decision is filed with the Northampton City Clerk on the date below. If anyone wishes to appeal this action, an appeal must be filed pursuant to MGL Chapter 40A, Section 17, with the Hampshire County Superior Court or the Northampton District Court and notice of said appeal filed with the City Clerk within twenty days (20) of the date of that this decision was filed with the City Clerk. Applicant: Pni.de PLopuL Inc. DECISION DATE: AU.QU4t 10. 1994 DECISION FILED WITH THE CITY CLERK: Aupwst ?4, 1994 1 ; env ,. ;,11 AL.ep..)12 (LA) Lk,/ tat aru acuzzo p .f, ALA. , s _ r 210P +t • '.ancy V i t. Kennet. Jodn le ")F FIrf -imp" ep Beauneg d September 14, 1994 I, Christine Skorupski, City Clerk of the City of Northampton, hereby certify that the above Decision of the Northampton Planning Board was in the Office of the City Clerk on August 24, 1994, that twenty days have elapsed s' - h filing and t•. no appeal, has been filed in this matter. -6- ole■ At t e s ,a �. :,a►A ii 11:11=a 4/5020/1 ATTEST: We SHIRE , t i l l e A l a c v x r c . , y rEeGfioirtile ampton MARIANNE L. DON9.EUE Doc: 940021399 OR /4555/0062 09/15/1994 09:17 appropriate planting season. 9. All lighting shall be shielded to prevent infringement on the abutting properties. 10. The applicant shall post and maintain two "No Parking" signs on Short Street. These signs shall be located in front of his property and with permission, in front of the abutter's property on Short Street. 11. Approval is granted based on the following plans detailed below: Plans entitled Veteran's Administration Community Care Center, by Huntley Associates, Inc. for Pride Properties, Inc.: Sheet # Title Date Sheet 2/5 Grading & Utilities Plan 7/1/94 Sheet 3/5 Planting Plan 7/1/94 Sheet 4/5 Lay Out Plan 7/1/94 Sheet 5/5 Construction Details 7/1/94 Plans entitled Veteran's Administration Community Care Center by Timothy Murphy Architects for Pride Properties, Inc.: Sheet # Title Date A -6R Building Elevations 7/1/94 • A -7R Building Elevations 7/1/94 A -8R Building Elevations 7/1/94 12. All changes to the site plan shall be submitted to the Office of Planning and Development for review. 13. Steps should be shown on the plan and on the exhibits presented and further described in the Planning Board meeting of August 10, 1994. 14. The site plan will be approved, however, any internal change, which does not affect a change in use, will be allowed without further permit approval. v �1 AUG 2 _. _ 5 Doc: 940021399 OR /4555/0061 09/15/1994 09 :17 • Consultant. These changes included addition of a bicycle: rack, and addition of curb /pavement cuts into adjoining parking areas. In Approving the Site Plan, submitted with the Special Permit, the Planning Board voted 6:0 to accept the plan as submitted, as no waivers were requested. Conditions imposed upon the project are as follows: 1. A bicycle rack shall be required for the site. A revised plan showing it's location shall be submitted and approved by the Planning Board /Department. 2. Prior to obtaining an occupancy permit, the applicant must demonstrate to the Board that efforts have been made to establish a PVTA bus stop in close proximity to the facility, in order to offer alternative means of transportation. 3. The applicant shall implement the following recommendations of the traffic consultant: Establishment of breaks in the curbing to provide access to abutting parking area /facilities. 4. The applicant must receive written approval from the DPW in order to gain access into the City's storm water system. Permit will not be valid until this is complied with. If permission is denied, then applicant must submit detailed plans demonstrating that on -site detention is possible. 5. All catch basins to be installed must have a three (3) foot sump, and be equipped with a gas trap. 6. The light located on the south east parking lot boundary shall be shifted to the west parking boundary and located adjacent to the third parking space (centered), in order to direct lighting away from the abutter's property. 7. The light located on the southern boundary of the parking lot shall be moved to accommodate a curb cut into adjacent parking area. The light shall be relocated to the south western edge of the parking lot where planting 1 -M is located, in order to open up sight distances and distribute lighting to the sides and rear of the parking area. 8. All plantings shall be installed and maintained in an orderly fashion. Landscape materials that die shall be replaced_wit:hin 30 days or as soon thereafter during an r 1 1 n r Ir 1. Ir ! t — :,..._ . __.. 4 4 4i AUG 24 1 nD ' Doc: 940021399 OR /4555 /0060 09/15/1994 09 :17 vehicles, and to adjacent streets. Additionally, the demolition of current buildings which are not handicap accessible and do not meet current building standards and replacement with structures complying with handicap requirements and other applicable standards, adds to the provision of convenience, safety and welfare of pedestrian and vehicular traffic. C. Has provided for the adequacy of the arrangement of parking and loading spaces in relation to the proposed uses of the premises by providing 33 parking spaces. Additionally, the Site abuts a municipal parking lot, fronts on Pleasant Street with metered parking, and is within reasonable access to the Gere Parking Garage and the City operated parking lot on Hampton Avenue. Also on -site loading areas are provided so that no on- street loading will be necessary. D. Has provided for the relationship of structures and open spaces to the natural landscape, existing buildings and other community assets in the area and compliance with other requirements of the ordinance through the elimination of a parapet wall and redesign of the new structure which makes the project less restrictive of light and air and will upgrade the general Pleasant and Short Street exposures by addition of approximately 33 plantings of shrubs and trees, and a building design which is in keeping with the historical nature of the district. E. Has provided for the mitigation of adverse impacts on the City's resources including the effect on the City's water supply and distribution system, sewerage collection and treatment systems, fire protection, and streets, by obtaining approval from the DPW for tieing into the public water and sewer systems. F. Has provided for compliance with the technical performance standards listed below: A. Curb cuts have been minimized by eliminating two existing curb cuts onto Pleasant Street and the addition of sidewalks along Pleasant Street with handicap accommodation at the intersection of Pleasant Street and Short Street. B. Pedestrian, bicycle and vehicular traffic movement on site have been separated. C. Major Project requirements: Traffic flow and generation from the proposed project have been professionally analyzed and modified 7 - -- 7 --according to the recommendations of the Traffic ' , . Doc: 940021399 OR /4555/0059 09/15/1994 09:17 3. The requested use will not create undue traffic congestion or unduly impair pedestrian safety because information provided by the applicant's traffic consultant indicated that there would be no adverse affects on traffic. 4. The requested use will not overload any public water, drainage or sewer system, or any other municipal system to such an extent that the requested use or any developed use in the immediate area or in any other area of the City will be unduly subjected to hazards affecting health safety or the general welfare. 5. The requested use meets all special regulations set forth in the Zoning Ordinance, specifically §10.11(3) Site Plan - Special Permit. 6. The requested use will not unduly impair the integrity or character of the district or adjoining zones, will not be detrimental to the health, morals, or general welfare, and is in harmony with the general purpose and intent of the Ordinance because the current character of the district and adjoining zones is very mixed with commercial, professional and business services, and restaurants as well as mixed residential and commercial uses. The proposed use would not diminish the character and would be considered an upgrade through improvements with plantings, a fire - resistant sprinklered building, new sidewalks and the addition of handicap accessible parking spaces on the site. In Approving the Site Plan, submitted with the Special Permit, the Planning Board found that the plan: 1. Has provided for the protection of surface water drainage through obtaining the approval of the DPW for connection into the City's storm water and sanitary disposal systems. Has provided for the protection of adjoining premises against seriously detrimental uses and for the preservation of views, light and air through inclusion of substantial buffer plantings as shown on the Planting Plan to create an aesthetically improved site, improve the views, provide shade from larger plantings and create a partial Site buffer and by demolition of a dilapidated wood frame and masonry facade building with construction of new architect designed structures. B. Has provided for the convenience and safety of vehicular and pedestrian movement within the site and on adjacent streets, minimized traffic impacts on the streets, roads and highways in the area through revised locations of driveway openings . and parking in relation to traffic, access by emergency Ti [3pPli \ IIiL AUG2 t i a City of Northampton, Massachusetts , \r7 N I p 4 pT Office of Planning and Development i �5 �� - "' �' `� y y 4 � City Hall • 210 Main Street 1 y Northampton, MA 01060 • (413) 586 -6950; a 3 ev {i�°� !��•- FAX (413) 586 -3726 s ,.. �� • Community and Economic Development s Is, �� yx • Conservation • Historic Preservation M • Planning Board • Zoning Board of Appeals �. °` • Northampton Parking Commission DECISION OF NORTHAMPTON PLANNING BOARD APPLICANT: PRIDE PROPERTIES, INC. ADDRESS: 126 MAIN STREET, PO BOX 626, NORTHAMPTON, MA 01060 OWNER: PRIDE PROPERTIES, INC. ADDRESS: 126 MAIN STREET, PO BOX 626, NORTHAMPTON, MA 01060 RE LAND OR BUILDINGS IN NORTHAMPTON AT: 228 PLEASANT STREET (INCLUDING 220 PLEASANT STREET AND RAILROAD AVENUE) MAP AND PARCEL NUMBERS: MAP #32C PARCEL #169 At a meeting conducted on August 10, 1994, the Northampton Planning Board unanimously voted 6:0 to grant the request of Pride Properties, Inc. for a SITE PLAN SPECIAL PERMIT under the provisions of Section 10.11 in the Northampton Zoning Ordinance, to build an addition to a pre- existing non - conforming structure at 228 Pleasant Street. Since the addition will conform to all dimensional requirements of the Zoning Ordinance, no other zoning relief is necessary. Planning Board Members present and voting were: Chairman Andrew Crystal, Joseph E.eauregard, Nancy Duseau, Kenneth Jodrie, Mark NeJame, and Daniel Yacuzzo. In Granting the Special Permit, the Planning Board found: 1. The requested use for miscellaneous, professional and business office and services is listed as an allowed use in the District for which the application was made. 2. The requested use bears a positive relationship to public convenience or welfare because the V.A. use is operated for the direct benefit of community area residents who have served in the U.S. Armed Forces and require treatment and /or therapy. A program directed to helping this group is patently positive for the public welfare. The site is particularly convenient for the use, and accessibility by -.._-_ -_--.public ,transportation, private vehicle and pedestrian. r 1 __. AUG 24 i . . 1 -------- . Type of construction Section 401.0 Noncornbustiblo Noncombustible /Combustible Combustibly T ype 1 Type 2 Type 3 Type 4 Typo 5 Section 402.0 Section 403.0 Section 404 0 Section 405.0 Section 406 0 Structure e!ernen! Prnrertnd Protected 1 Unprotected Protected 1 Unprotected Heavy timber Protected I Unprotected Note ': Note a 1A 18 2A 28 2C 3A 38 4 5A 58 9 Interior bearing Supporting walls, bearing more than 4 3 2 1 0 1 0 See Section 1 0 v partitions, columns, one floor 405.0 CO 0 girders, trusses (other than roof n trusses) arid framing Supporting g (Section 912.0) one floor 3 2 11/2 1 0 1 0 See Section 1 0 only or a 405.0 M., roof only r 0 'fl 10 Structural members supporting 3 2 1'/: 1 0 1 0 1 1 0 . wall (Section 912.0 and Note g) M Not less than firereslstance rating of wall supported --- I 0 0 fl 11 Floor construction Including 3 2 11/2 1 0 1 0 See Section 1 0 Z C. beams (Section 913.0 and Note h) 405.0, Note c O 15' or less 1 1 0 C In height 2 11/2 1 0 Soe Section 1 0 c to lowest Note d 405.0, Note c member 12 Roof construction, More than 1 0 Including beams, 15' but Tess 1 1 1 0 0 Z trusses and framing, than 20' In 0 0 See Section 1 0 ouches and rod height to Note d 405.0 C? deck (Section 914.0 lowest and Notes e, I) member 1 N r (1) 20' or more 0 0 0 0 1 0 In height i t 0 0 See Section 0 0 fl_1 to lowest Note d 405.0 0 • _ member > —4 .PI o r W Table 401 FIRERESISTANCE RATINGS OF STRUCTURE ELEMENTS (IN HOURS) .11 Type of construction Section 401.0 _ N rn Noncombustible Noncombustible /Combustible Combustible Type 1 Type 2 Type 3 Type 4 Type 5 D Section 402.0 Section 403.0 Section 404.0 Section 405.0 Section 406.0 CO Structure element Protected Protected Unprotected Protected Unprotected Heavy limber Protected Unprotected 0 Note c Note a 1A 1B 2A 28 2C 3A 3B 4 5A 58 S C 1 Exterior Load- 4 3 2 1 0 2 2 2 1 0 (1) walls bearing - - rT1 Not Tess than the rating based on fire separation distance (see Section 906.2) --; Nonload- Not Tess than the rating based on lire separation distance (see Section 906.2) . (/) bearing 0 "NI 2 Fire walls and party walls 4 3 2 2 2 2 2 2 2 2 j b CO (Section 908.0) O Not less than the lire grading of use group -- (see Table 902) Ill 0 3 Fire separation assemblies Fireresistance rating corresponding to fire grading of use group — (see Table 902) CO (Sections 313.0, 910.0, 913.0) C r r 4 Smoke barriers (Section 911.0 1 1 1 1 1 1 1 1 1 1 U -n and Note g) 5 Fire enclosures of exits, exit 0 hallways and stairways (Section 2 2 2 2 2 2 2 2 2 2 m 816.9.2, 910.0 and Note b) O O . :=+; 6 Shafts (other than exits) and I' Q elevator hoistways (Sections 2 2 2 2 2 2 2 2 1 1 t'11 m 910.0, 915.0 and Note b) 7 Exit access corridors 1 1 1 1 1 (Notes f, g) 1 1 1 1 1 See Noted i Tenant 1 1 [ 1 I 1 l 0 spaces 1 0 1 1 0 (Note f) See Note d 8 Separations Dwelling 1 1 I 1 1 1 I 1 units 1 1 1 1 1 (Note f) See Noted j Other 0 0 i 0 I 0 0 nonbearing 0 0 0 0 0 partitions See Note d • P r Table 501 = N HEIGHT AND AREA LIMITATIONS OF BUILDINGS m Height limitations of buildings (shown in upper figure as stories above grade and feet above grade), and area limitations of one or two -story buildings facing on D one street or public space not less than 30 feet wide (shown in lower figure as area in square feet per floor). N Sce note a. Table notes appear immediately following table. n N.P. = Not Permitted; N. L. = Not Limited = Type of Construction - N I 1 M Noncombustible Noncombustble /Combustible Combustible 1 (1) USE GROUPS Type 1 Type 2 Type 3 Type 4 Type 5 (n ri 8 Protected Protected Unpro- Pro- Unpro- Heavy Pro- Unpro- . note b tested tested tested timber tested tested m C note a 1A 1B 2A 2B 2C 3A 39 4 5A ' 59 co 1 A -1 Assembly; theaters N.L N.L 5 St. 65' 3 St. 40' 2 St. 30' 3 St. 40' 2 St. 30' 3 St. 40' 1 St. 20' 1 St. 20' G .� _ 19,950 13,125 - 8,400 11,550 8,400 12,600 8,925 4,200 Z - l 5 A -2 Assembly; night clubs and N.L 4 St. 50' 3 St. 40' 2 St. 30' 1St. 20' 2 St. 30' 1St. 20' 2 St. 30' 1St. 20' 1St. 20' 0 m similar uses 7,200 5,700 3,750 2,400 3,300 2,400 3,600 2,550 1,200 CL A-3 Assembly; lecture halls, N.L N.L 5 St. 85' 3 St. 40' 2 St. 30' 3 St. 40' 2 St. 30' 3 St. 40' 1 St. 20' 1 St. 20' 0 a recreation centers, terminals, 19,950 13,125 8,400 11,550 8,400 12,600 8,925 4,200 m CI 7 restaurants other than night clubs A-4 Assembly; churches N.L N.L 5 St. 65' 3 St. 40' 2 St. 30' 3 St. 40' 2 St. 30' 3 St. 40' 1 St. 20' 1 St. 20' note d 34,200 22,500 14,400 19,800 14,400 21,600 15,300 7,200 noted noted note d • B Business N.L N.L 7 St. 85' 5 St. 65' 3 St. 40' 4 St. 50' 3 St. 40' 5 St. 65' 3 St. 40' 2 St. 30' Y 34,200 22,500 14,400 19,800 14,400 21,600 15,300 7,200 am u' E Educational note c,d I N.L N.L 5 St. 65' 3 St. 40' 2 St. 30' 3 St. 40' 2 St. 30' 3 St. 40' 1 St. 20' 1 St. 20' 34,200 22,500 14,400 19,800 14,400 21,600 15,300 7,200 m F Factory and Industrial N.L N.L. 6 St. 75' 4 St. 50' 2 St. 30' 3 St. 40' 2 St. 30' 4 St. 50' 2 St. 30' 1 St. 20' note h 22,800 15,000 9,600 13,200 9,600 14,400 10,200 4,800 Z' H High Hazard 5 St. 65' 3 St. 40' 3 St. 40' 2 St. 30' 1 St. 20' 2 St. 30' 1St. 20' 2 St. 30' 1 St. 20' N.P. co note e 16,800 14,400 11,400 7,500 4,800 6,600 4,800 7,200 5,100 io - - - - 1 -1 Deleted TIMOTHY MURPHY ARCHITECTS 380 High Street, Holyoke, MA 01040 (413) 532-7464 September 12, 1994 VETERANS' ADMINISTRATION COMMUNITY CARE CENTER Northampton, Massachusetts (1) USE GROUP CLASSIFICATION (Section 303.0): USE GROUP B Business (2) CONSTRUCTION TYPE (Section 403.0): TYPE 2C Noncombustible Unprotected (3) TABULAR AREA LIMITATION (Table 501): 14,400 SF (4) PROPOSED BUILDING AREA: 12,190 SF (5) TABULAR HEIGHT LIMITATION (Table 501): 3 Story or 40 feet (6) PROPOSED BUILDING HEIGHT: 21 FEET (7) GROSS BUILDING AREA: Building "A" = 3,264 SF Building "0" = 5,299 SF Building "C" = 3.628 SF Gross Area 12,191 SF (8) NET BUILDING AREA: Building "A" = 2,993 SF Building "0" = 5,003 SF Building "C" = 3,399 SF Net Area 11,395 SF (9) OCCUPANCY LOAD: (Table 806): 100 SF per occupant = 122 Occupants (A) CAPACITY PER UNIT EGRESS WIDTH (Table 808): DOORS @ 0.15 inches /person (B) CAPACITY ONE 36" DOOR: 240 persons per door (C) NUMBER 36" DOORS: 6 (D) TOTAL DOOR EGRESS CAPACITY: 1,440 PERMIT APPLICATION CHECK LIST PAGE Jj L' PLOT A6, ZONE 61 8 /9, / YES NO DATE 1. ZONING FORM APPLICATION`S ?/yz. 2. PERMIT AP 3. OWNER OCC \ T 1/, / 2 f ,-3 4. 3 SETS OF \ , V k y . { a I .‘ 5, NEW CONST ' I 6. CURB CUT 91-9 �` 1 7, WATER AV1 8. REMODELI / I 9. ADDITION ----- 10. ACCESSOF 11. SIGN / AWNING 2 'ERMIT E - _■ . T DNLY - MONEY ORDER ///Xy ;/.3oc) 13. SPECIAL PERMIT REQUIRED WITH DEED IF APPLICABLE 14. UNDER SECTION 127 -• CMR 780 . 15. FORM A 16. FILL COMMENTS: / / %C��ti7' / //y (I'�t kL�� V g a� n,- u C 14.c-- CL� -om 1 s PERMIT APPLICATION CHECK LIST PAGE 3 2 C- PLOT go? ZONE 6114.4 YES NO DATE 1. ZONING FORM APPLICATION '/J6-/qY ' 2. PERMIT APPLICATION 3. OWNER OCCUPANT STATEMENT / LIC,# IF NOT 4. 3 SETS OF LANS /PLOT PLAN 5. NEW CONSTR ION 6, CURB CUT 7, WATER AVAILABILITY FORMS 8. REMODELING INTERIOR • 9. ADDITION 10. ACCESSORY STRUCTURE 11. SIGN / AWNING 12. PERMIT FEE - CHECK ONLY - MONEY ORDER 13. SPECIAL PERMIT REQUIRED WITH DEED IF APPLICABLE 14. UNDER SECTION 127 - CMR 780 15. FORM A 16. FILL n e0 COMMENTS: , rag ti a z 'v T ra; C "Z C 3 c ^� R 'V ? S � j 77 n o � : Z cn 0 r � z _. y c Zoning Miscellaneous Additions, Repairs, Alterations, etc. Tel. No. Alterations r i APP %r NORTHAMPTON, MASS. 1 9 Additions %4+ LICATION FOR PERMIT TO ALTER Repair Garage 1. Location 198 Pleasant St., Northampton, MA. 01060 Lot No. 01061 2. Owner's name Pride Properties, Inc. Address P.O. Box 626, Northampton, MA. 3. Builder's name rycg� €� � `� $ 0i2 Address i'` j U -:-/"----- -T 14 44^ryt.C1fif4 Mass. Construction Supervisor's L' ense No. C /6 / ''2 6 Expiration Date Y-a.c> 6 4. Addition 7' 6 7 f 5. Alteration 3 7-0b 4 6. New Porch 7. Is existing building to be demolished? Y 5 8. Repair after the fire 9. Garage No. of cars Size 10. Method of heating 11. Distance to lot lines 12. Type of roof 13. Siding house a 14. Estimated cost- % .0 oi. n ty a 1 (, The undersigned certifies that the above statements are true to the best of his, her knowledge and •.^ ief. 4 C XI Ai Signature of responsible appican! Remarks FEES DEMOLITION - $10 for accessory structure $35 for demolition of principal building NEW CONSTRUCTION - .40 per square foot for the 1st floor .20 per square foot. for the 2nd floor .10 per square foot for 'h floors & basement *Maximum fee shall be $5,000. per structure INTERIOR STRUCTURAL ALTERATIONS: $4 per thousand dollars *MINIMUM of $40 MAXIMUM $5,000. PER STRUCTURE ACCESSORY STRUCTURES - $20 minimum .10 per square foot - one inspection required SIGNS & AWNINGS - $20 PERMITS REQUIRING ONLY ONE (1) INSPECTION WILL BE A MINIMUM OF $20. All OTHERS WILL HAVE A $40 MINIMUM. PERMIT FEES SHALL BE MADE OUT TO THE CITY OF NORTHAMPTON AND SUBMITTED WITH THE COMPLETED PERMIT APPLICATION TO THE OFFICE OF THE BUILDING INSPECTOR. t -7 i2 J".3 267/co 307/ . 7(4 �? . & ( 337 7c, 5 o n ,.:14 003330 Date Filed 9 ��/ ' / File No. ZONING PERMIT APPLICATION ( §10.2) 1. Name of Applicant: C .9c , �� Address: terArc,_,..,.•S,r, i-- 10,e i , a - t^ , &) ,n ,4 01- 6,)Telephone : .ff'6 -- /p - . • 2. Owner of Property: . PC ( ze>'/?� ,es 11 "c ) c. • • Address: Pp L'ox. 4.-26 1-toare74417011, ni 44 0t""r Telephone: _v_62,sz',- . • 3. Status of Applicant: Owner Contract Purchaser - . • Lessee Other (explain: ', e , ‘v /�i-�r� ¢"2 ) 4. Parcel Identification: Zoning Map Sheet# -- Parcel/ /.7g , • Zoning District(s) (includ verlays) Street Address etV&t: , Required 5. Existing Proposed by Zoning • Use of Structure /Property ,5�,7.,eSS (if project is only interior work, skip to #6) Building height /.� *_ %Bldg. Coverage (Footprint) Setbacks - front /0' - side L: R: L: 5 R: G. - rear 6©' - Lot size 36 Frontage. Floor Area Ratio 3 `xv %Open Space (Lot area minus building and parking) /0) Parking Spaces 3a- . • Loading z; Signs . Fill (volume & location) + - ce //,tZho % • /z.c.,e y 6. Narrative Description of Proposed Work /Project: (Use additional sheets • if necessary) y1 -6c�v Fie' , c r „-: Fa'r2 V,4 e ;,z,,,,- ,.,,r /C4'/Zc °i,e. -- • 7. Attached Plans: Sketch Plan s ite Plan . . 8. Certification: I hereby certify that the information contained herein is true and accurate to the best of my knowledge. Date: ®, , Sc/ Applicant's Signature: ( �ti - a,,----- - '--, W • THIS SECTION FOR OFFICIAL USE ONLY: (Approved as presented /based on information presented Denied as presented -- Reason: •,ecial'P -rmit and /or Site Plan Required: • - i g squired: Varianc . - O / / 7 gna a of Bu�.l • spect er , to NOTE: Issuance of a zoo - , permit does not relieve an applicant's burden to comply with all zoning requirements and obtain all required permits from the Board of Health, Conservation Commission, Department of Public Works and other applicable permit granting authorities. /C9')- TIMOTHY MURPHY ARCHITECTS 380 High Street, Holyoke, MA 01040 (413) 532 - 7464 ( �. - ; - . a , ' i l 1 ) 7 � r rT_ .- 1 Liu June 29, 1995 ` �,4 ; DEPT OF BWLOa+1G ir`+Sf r , ;NS i NORTiiP MP'G„ri p' , C s. ! 1 Anthony Patillo, Building Inspector Northampton Building Department 212 Main Street Northampton, MA 01060 Re: VETERANS' ADMINISTRATION COMMUNITY CARE CENTER 228 Pleasant Street Northampton, Massachusetts Dear Mr. Patillo: This morning I inspected the new Veterans' Administration Community Care Center in Northampton with Mr. Charles Lyons and Mr. Paul Stramese. I find the project to be substantially complete. The property substantially complies with the locus and its structures with my drawings and specifications and all rules and regulations of the codes of the Commonwealth. There remain some items of work in need of completion and I have reviewed them with Mr. Lyons and Mr. Stramese for their immediate attention. I respectfully request you issue a temporary Certificate of Occupancy at this time. If you have any questions or require further information please call me. Truly yours, 0 /1r 0 , -Lbt,I Is,4ti, '' a Timothy Murphj 0 ` ' ti ■ cc: Charles F. Lyons Paul Stramese S /b16,77:74' .--~,— 6 • ,,k � , *, .. f S W .,1 City of Northampton ra a City of Northampton R ;,, i BUILDING INSPECTION LABEL ��BUILDING INSPECTION LABEL r APPR / E � A PPR Ar Inspector ' ' Inspector �1�� 7` 1,4 . Date Date 3 `,�► .,'.,4f,t.,,i.Triti--- t..7rrr' '-: '-''' i - 7"f" 2 1 1 . 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Complete Building y Office of the Building r- No. _ Zoning Fonn No. • 003330 Date 10/12194Fee $4,300. Check # 1148 '`I Page, 32C169 , Sect 127 ! Yes O No t; . • +. * Plumbing and Electrical Inspections uequired R S THAT Pau Stramese before Building Inspections 1 , Construct new office building for VA Community Care has permission to Center & renovate other building per plans. Inspection on Site --F • t i . , 6r • % -4 w r x,17• �t y , � h , , Inspection of Plumbing-14' • f '"` • . ,, / . r � , 220 & 228 Pleasant Street ' Inspection of Plumbing — Finish 4l'g` " (4 � pro . . the person accepting thi , shall in every respect conf • • ' • the terms of the applicati ' file e t ';. office, and to the Gas Inspection h . v `41" of the Statutes and the Ordinances relatin : • the Construction, . . Maintenance and Inspection of Buildings in the City of Northampton. P,47/411 of W ' g —Rough ,- sf� :; cs,-- 1 . Any vioiatio of any of the terms above cued is an immediate revocation ' S Inspec VCrir mish 44 F C2/ f j ' / r of this pemvt. � six months f of issuance, if not started. w Building Inspection -- -Rough Note: A certificate of ,,,�,yy�� q issued by this office upon return Insulation Inspectio> I(** 7 4,144/ 4'3 tl of this card signed byr' r . Wiring and Building Inspectors. Building Inspection Finish - 8/4/95 30 e ension _ * �.. Smoke Detectors (Fire Department) (p - $ 4 S 6 1. , 0 }� 9/8/95 e sion . � r r . N -1 E, P YED 1N S A CONSPICUO O► THE PREMISES 4:1" , • yy - s I CARD J 3 �s , L Bum: I:" r -rte . »,� ' o 7 b g 2. ..:s u-;:. �' - ,� , , , 'ri+« r Ae hie '" '.. ^ � ,� ,,S 1w/ / vV' V i t J i Q�� —V.iV % •�V �..: - � �,t NAHr�, t f/ . � . -y /. '� - [iI7 t �' City of Northampton ky -C ity of Northampton . __ 47,,,,,,,. ...! ,:i ' BUILDING INSPECTION LABEL ', „i BUILDING INSPECTION LABEL g , ,/ w 0 sft Le \ Inspector jii - ® Inspector // 'A& j,,,_,,, pytw Date 9c. m-, Date '1 tY f BU L, N orfha mPto 7 A--•'"-ls fe- fr> = -- - - , ' .• ..,',„;;;;,-. t /.' = -- ..- -.'"---_,1:1.1`-,-,,=,..4Prit.".1,-,..--t---ft---,„'-f, Cj G pr y NS 1 D1 N "-� 1 ' PEC 4' A Pp T1 � � f �N ,, 1 4 V i E" 6 -- ----- ' -- � IJV t s 3 � c d9 r x s § - Date �/ J - lir i 1 a i � - t "" a ". � w-� 4.- ., f x ' ter C harles F in Street ti P.O. Box 6a6 4' P.0 MAoio6i (413)584 S t - *+�* d § *s ° z � . da fi r f �. , \, y , � s P'p � Fn � �-z-„ +, + f ".t., Y om.. , -- . �: .�. a � � :. *' a ` , . . .,` . �C.�m �: :_ - __ .. *.wti City of Northampton REQUIRED INSPECTIONS �- it ; 1 . Footings and Walls =� �� ~�� , 8 BUILDING DEPARTMENT * 1 i? • 2. Structural Components in Place `�`�'�� a 3. Complete Building* No. 1034 Office of the Building Inspector Zoning Form No. 003330 Date 10 /12 /94Fee $4,300. Check # 1148 Page, 32C,larce1 169 , Zorn _ GB Section 127 ® Yes ❑ No BUILDING PERMIT a * Plumbing and Electrical Inspections required T Is ER1y'IES THAT Paul Stramese before Building Inspections Construct new office building for VA Community Care has permission to Center & renovate other building per plans. Inspection on Site— Foun4ation si . ted o 220 & 228 Pleasant Street Inspection of Plumbing — oug 4) `° '' 7 , S ,,. prov - Q ! ' the person accepting this ',Omit shall in every respect Inspection of Plumbing—Finish 'L conform to the terms of the application on file in this office, and to the Gas Inspection a i ' F j — provisions of the Statutes and the Ordinances relating to the Construction, Inspec pn of Wiring —Rough t rs' Maintenance and Inspection of Buildings in the City of Northampton: 4 1 1 47 1 - 14.1 — E7.1 - "'I'L j Any violation of any of the terms above noted is an immediate revocation ' Inspection o i ng— F 1 ' ' C1 / s - x .— of this permit. Expires six months fro ate of issuance, if not started. Building Inspection —Rough ` V 4rC Note: A certificate of occ anc ' s - issued by this office upon return Insulation Inspection " , c 3 r 5 ' of this card signed by the P1 f Wiring and Building Inspectors. � �' /' Building Inspection— Finish 0 r � / ' Smoke Detectors (Fire Department) a- `' -cfi s° C) k Other THIS CARD L , D� . ' D IN A CONSPICUOUS L E O THE PREMISES / cam-+ r ,z Certificate of Occupancy ��'"" '` - /' l` I "" Building In r vi ------ ''All SN4?I