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'.; 000 0 00-11110111 I I I D1mEm 00 0 ` ' — 001111® = 0 0®0 0 ®oom®om®®®oom®®mmo �+T�- 01100E100 000100001000 o ►J 11-2 4 Aden Porn Northampton, Mo oachusetts 01060 (413)582-7000 • FAX (413)582-7005 SCALE: 1'=100' DATE Oct 13, 2004 Village at Hospital Hill October 14, 2004 Dietz& Company Architects, Inc. 7.I0Sheets A-140-BI & A-170-M. Add the following General Note, provide equivalent of 12"of cellulose insulation below catwalk. INDEX OF ATTACHMENTS: SKL-4 Water Demo N END OF ADDENDUM NO. 7 ADDENDUM NO. 7 Page 2of 2 • • Village at Hospital Hill October 14, 2004 Dietz& Company Architects, Inc. ADDENDUM NO. 7 Village at Hospital Hill—Phase I Northampton, Massachusetts Project#20144 Dietz& Company Architects, Inc. 17 Hampden Street Springfield, MA 01 103 413-733-6798 GENERAL This Addendum shall supplement, amend and become part of the Contract Documents. All work called for shall comply with requirements specified for similar work unless otherwise described. The following addendum modifies only those specific items described herein. Notes to Bidders: Please note the following clarifications: REVISIONS TO THE DRAWINGS 7.1 Sheets AD-101-B 1-R1 & AD-101-B2-R I. Attic Demo Note. Demo Contractor shall remove all plumbing, mechanical and electrical items from attic. 7.2 Sheets AD-101-B I-RI & AD-101-B2-R I. Attic Demo Note. Demolition of skylights and frames in 3r`'floor ceilings shall be by Demolition Contractor. 7.3 Sheets AD-101-B I-R I & AD-101-B2-R1. Attic Demo Note. Demolition of roof and chimney shall be by General Contractor. • 7.4 Sheets AD-101-82-RI & AD-I20-B2-RI. Demolition Contractor shall remove only doors and frames from existing corridor and stair walls. General Contractor shall demo any portions of the wall from the existing corridor and stair walls as indicated on the demolition and structural drawings. 7.5 Sheets AD-101-BI-RI & AD-101-B2-RI. General sheet note 3 should read: 3. Throughout existing building remove all mechanical, electrical and plumbing items. 7.6 Sheets AD-110-BI-R1 & AD-I 0 I-B2-R I. Demolition Contractor shall remove existing exterior concrete stairs and pads. Cut concrete at building to avoid damage to masonry,where necessary. 7.7 Sheets AD-101-B I-R I,AD-1 10-B I-R I,AD-120 B I-R I& AD-130-B I-R I. Demolition contract to include removing doors and frames. General Contractor's scope of work to include enlarging openings in structural walls where indicated on the structural and architectural drawings. 7.8 Sheets AD-101-BI-R1,AD-1 10-B I-R I & AD-101-B2-R1. General Contractor shall be responsible for the removal of all exterior doors and frames called out to be removed. 7.9 Sheet LD-101. The Demolition Contractor shall be responsible for disconnecting and capping all existing water lines that enter the buildings.These lines shall be protected and remain intact on the exterior of the buildings until such time that the temporary fire loop connection can be made. The General Contractor shall be responsible for the protection of all existing sub-grade water lines, • connections and hydrants within the limits of this project and as noted on the Addendum Sketch SKL-4. The General Contractor is also responsible for disconnecting and capping the existing lines according the notes on the Addendum Sketch SKL-4 and for the installation and connection of the temporary water service lines as indicated on the Addendum Sketch SKL-4.The General Contractor shall coordinate all work with the construction of Village Hill Road. ADDENDUM NO.7 Page lof 1 ' - 'Village at Hospital Hill— Phase I October 4, 2004 Dietz & Company Architects, Inc. Official address: - (SIGN ORIGINAL ONLY) C K - FORM OF B|[} Page 2 of 2 ~ - -* -Village at Hospital Hill— Phase I October 4, 2004 Dietz & Company Architects, Inc. (r FORM OF BID - FINAL TO: Hospital Hill LLC do The Community Builders, Inc. 322 Main Street Springfield, MA 01 105 - BID FOR: Village at Hospital Hill - Phase I Northampton, MA BIDDER: Name of Bidder Address City, State and Zip Gentlemen: 1. The undersigned being familiar with the local conditions affecting the cost of work, and with the bid package (including Invitation for Bids, Instruction to Bidders, this Bid Form, Form of Contract, General Conditions, Supplemental Conditions, Technical Specifications and Drawings) and Addenda thereto, as prepared by Dietz & Company Architects, Inc. and on file at the Office of Dietz & Company Architects, Inc., hereby proposes to furnish all labor, materials, equipment and services required to construct and complete the project, as described in the Invitation for Bids (including the contents of all documents on file), all in accordance therewith for the Base Bid price of: ($ ). ,, C.-.:1'.:.: (Dollars in words) L2. For the Alternates and Unit Prices, it is understood that the numbers provided for all Alternates and Unit Prices on the Bid Form dated August 31, 2004 shall remain in effect for this Final Bid submission. 3. This Bid includes Addenda numbers: 5. In submitting this bid, it is understood that the right is reserved by Hospital Hill LLC to reject any and all bids; and in the event the lowest responsible bid is too high to permit the award of a construction contract, and if a reduction in cost less than one half (1/2) percent of the low bid and less than one half (1/2) the difference between the low and next lowest bid would result in an acceptable award, and acceptable reductions in the work can be identified and monetized by Owner and Low-Bidder, a deductive change order reflecting such reductions may be proposed to the Low-Bidder for concurrent execution with the construction contract. 7. The undersigned certifies that he/she is duly authorized to bind the Bidder to the terms and conditions of this bid proposal. Date , 20 (Name of bidder) By if 14.....0 Title w FORM OF BID Page 1 of 2 i i Village at Hospital Hill October 4, 2004 Dietz & Company Architects, Inc. 6.1 Section 01732, Selective Demolition shall remain as-is with the following exceptions: Section 3.2, Utility Services and Mechanical/Electrical Systems;delete Items 3.2.A and 3.2.B.1 and 3.2.B.2. Contractor is to assume that all utilities shall be disconnected from active use in the building. Any remnants of utilities discovered in the building that are to be reused sfiall be dealt with as described in Section 3.2.3. 6.2 Section 11451, Residential Appliances, Item 3.4 Appliance Schedule, Items 3.4.A.1 and 3.4.B.1; revise both Range Hood descriptions to read "duct-free" in lieu of"vented". Provide Twin Microtek System III filters at each unit. 6.3 Section 15600 2.3' "Gas-Fired Make-up Air Unit"— Delete in its entirety. (Reference Addendum No.3). 6.4 Section 15600 2.32 "Gas Vents, Flues and Chimneys" - Change metalbestos Model "IPS"to metalbestos Type "B" Gas Vent. (Reference Addendum No.3). REVISIONS TO THE DRAWINGS 6.1 Demolition Drawings: Delete existing Demolition Drawings. Revised Demolition Drawings are provided under this Addendum, dated October 4, 2004. 6.2 Plumbing Drawings: Drawing P-130-B1: Delete 2-1/2" gas piping to AHU-1 from unit to boiler room. 6.3 HVAC Drawings: Drawings H-101-B1, H-110-B1, H-120-B1, H-130-B1, H-140-B1, H-101-B2, H-120-B2, H- 501, H-502; delete all references to range hood ducting and related fans, ventilators and wall caps. All range hoods will be re-circulating type hoods. 6.4 Drawing H-140-81: Delete AHU-1 and all associated ducts, risers, registers, controls, and wiring. 6.5 Electrical Drawings: Drawing E-140-B1: Delete electrical requirements for AHU-1. 6.6 Drawing E-501-B1: OP1 is a 400 amp panel. 6.7, Drawings E-501-B1 & E-501-B2: Arc-fault breakers are required for all bedroom circuits whether indicated by a ' or not. C 6.8 Drawings E-501-B1 & E-501-B2: All apartment unit panels shall be load centers as described in the specifications. INDEX OF ATTACHMENTS: Revised Demolition Drawings: AD-101-B1-R1 AD-110-B1-R1 AD-120-B1-R1 AD-130-B1-R1 AD-101-B2-R1 AD-120-82-R1 END OF ADDENDUM NO. 6 ADDENDUM NO. 6 Page 2of 2 • Village at Hospital Hill October 4, 2004 Dietz & Company Architects, Inc. ADDENDUM NO. 6 Village at Hospital Hill— Phase I Northampton,Massachusetts Project#20144 Dietz & Company Architects, Inc. 17 Hampden Street Springfield, MA 01103 413-733-6798 GENERAL This Addendum shall supplement, amend and become part of the Contract Documents. All work called for shall comply with requirements specified for similar work unless otherwise described. The following addendum modifies only those specific items described herein. Notes to Bidders: 1. Please note that ALL Bids were in excess of the funds available for the construction of this Project. Therefore, we are requesting that bids be revised according to this Addendum (#6). To ensure that any Sub-Contractors who were not able to work with Project Dog are able to submit bids to the General Contractors, Dietz & Company Architects will have several complete sets of bidding documents available at our office,available for pick-up,for a deposit of$200 in the form of corporate check. We request that Contractors notify Sub-Contractors who were not able to bid through Project Dog submit bids that may allow the General Contractor to lower their General bids. For Sub-Contractors who already submitted bids to the General Contractors, we ask that you use these additional sets of documents to go back out to other Sub-Subs and suppliers to try to obtain better pricing for your own bids. 2. Please note that interior, non-structural demolition will be removed from the scope of work of this project. Contractors shall assume that the work called out on the Revised Demolition Drawings as work under the "Demolition Contract", included in this Addendum will be issued under a separate contract between the Owner and a Demolition Contractor. General Contractors shall include only the demolition work NOT noted as work under the "Demolition Contract". Although interior, non- structural demolition is being removed from the scope of work of this project, all specifications relating to demolition and cutting and patching still remain in effect for all items not covered under the separate Demolition Contract. 3. Please provide your final and best price based on this Addendum (#6). It is assumed that all Alternates and Unit Prices provided with the initial bid'will remain the same. Please provide your revised Base Bid on the attached Final Bid Form. 4. Revised Bids are now due on Tuesday, October 19 at 2pm at the Offices of Dietz & Company Architects, 17 Hampden Street, Springfield, MA. REVISIONS TO THE SPECIFICATIONS • ADDENDUM NO. 6 Page lof 1 Village at Hospital Hill September 16,2004 Dietz&Company Architects,Inc. INDEX OF ATTACHMENTS: No Attachments END OF ADDENDUM NO.5 • N ADDENDUM NO. 5 Page 2of2 Village at Hospital Hill September 16,2004 Dietz& Company Architects, Inc. ADDENDUM NO. 5 Village at Hospital Hill—Phase I Northampton,Massachusetts Project#20144 Dietz&Company Architects, Inc. 17 Hampden Street Springfield,MA 01 103 413-733-6798 GENERAL This Addendum shall supplement, amend and become part of the Contract Documents. All work called for shall comply with requirements specified for similar work unless otherwise described. The following addendum modifies only those specific items described herein. 5.1 Corrections to Addendum 01, drawing item 1.37 should read: Sheets A-510-B I,A-511-BI &A-510-82, at both buildings,windows located in common stairs or at the bottom of unit stairs or whose bottom sill is less than 19"above'the floor shall be provided with tempered glass. 5.2 Corrections to Addendum 01, drawing item 1.45 should read:Sheets A-101-B2&A.120-B2. Note that all bathroom walls and ::eilings to receive moisture resistant fire rated gypsum wallboard. 5.3 Corrections to Addendum 01, drawing item 1.49 should read: Sheets A-301-B2&A-70I-B2, see SKA-04 for beam/Soffit details where portions of the existing bearing walls are being removed. REVISIONS TO THE SPECIFICATIONS 5.1 Section 11451,Item 3.4;add the following after Item H: I. Dishwasher: Where indicated (in every unit that is not) provide one dishwasher complying with the following: I. Products for non-barrier-free units: Available products include the following: a. General Electric built-in dishwasher,model number GSD I000GWW. b. White 2. Products for barrier-free units: Available products include the following: a. ASKO D3120 built-in dishwasher b. White c. Adjustable height to fit under accessible (34" height) counters 5.2 Section 11451,Note that all Washing Machines and Dryers are to be supplied by Owner (appliances, only). All permanent hook-ups and piping shall be installed by Contractor. 5.3 Section 15400;delete all references to"dishwashers to be supplied by Owner". REVISIONS TO THE DRAWINGS ADDENDUM NO.5 Page 1 ofl 3,; tt iij 4 Village at Hospital Hill September 14,2004 Dietz&Company Architects, Inc. ADDENDUM NO.4 Village at Hospital Hill—Phase I Northampton,Massachusetts Project#20144 Dietz& Company Architects, Inc. 17 Hampden Street Springfield, MA 01 103 413-733-6798 GENERAL This Addendum shall supplement, amend and become part of the Contract Documents. All work called for shall comply with requirements specified for similar work unless otherwise described. The following addendum modifies only those specific items described herein. 4.1 Please note that a Bid Bond is not required. REVISIONS TO THE SPECIFICATIONS 4.1 Section 16100,fire alarrr rated cable shall be provided in conduit, as specified. REVISIONS TO THE DRAWINGS 4.1 Sheets E-101-BI, E-10I-B2, L-301 & L-401,the contractor shall provide and install electrical and telephone conduit 10'-0" beyond the property line. The remainder will be installed by the Utility Company. 4.2 Sheet L-401,transformers shall be furnished by the Utility Company. 4.3 Sheet L-40I,delete South Home note;"4 in pvc conduit w/handhole coordinated with Electric Co." Conduit is being provided for in the electrical drawings. 4.4 Sheet A-301-BI &A-30I-B2, note that in the basement where homasote is noted to be provided that the installation will consist of the following from the finish floor down: VCT or Sheet Vinyl over 3/8" Plywood (where noted on finish schedule as such) or carpet over V2" Homasote over vapor barrier on the existing concrete slab. Note that the homasote will not be fastened and shall be installed with a 1/8" to 3/16"gap between sheets. The plywood joints will be staggered over the homasote and will be fastened down thru the homasote and vapor barrier into the existing concrete slab. Fasteners shall be spaced 2'-0" OC horizontally&vertically. Note that where there is carpeting it will be applied over the homasote and the homasote will be fastened into the existing concrete slab with fasteners at each corner of the sheet and one in the center of the sheet. - INDEX OF ATTACHMENTS: No Attachments END OF ADDENDUM NO.4 ADDENDUM NO.4 Page I ofl r. _ N I 2 o Nto o 1 e co O N e to O N o O C e O a co MM W 1 a o_ O J 0 V . J N W W W W W W W W W 9.-. = a. CCCUUUUU U I U 2 0 O {ail N h N N Val N m a. N N M W a 0 < W >WJ N N, U 4 1 Z N !!!1111! O M C4 73 iiIi1i I i-W Y V W W co iIIIICIIIHuIIII lig Y aA9 t-9 A a A gtgl = 1 W ;LIN" 11111111111gkiladi1611 r:- t.',1 m !III A A AAA 99 9 2 all 1111111111111glian//, M a. CIiiiiiiiHiiiIIIIIIFJe N M N l.1 OON NO G C W O La W V U a N 0 1- O o. D. C C C d P j a n r U U U I Z U 0 in N W a. D. U U U x N▪ O N a. pCm f7 C7 d a y «<V UU UU V ▪ M7 u iW,U A- a N «Z<W a«a< a«s < nNO 3< x N e o Z�M M h 0 ..""" of N N N N 1'N N o1 1.0.-M M M M M o Y `r.I C Q W r i L 0 D 00 0 0- 4 D I E T Z PROJECTNO I0144 SHEET TITLE 0 1 VILLAGE AT HOSPITAL HILL - PHASE ONE CAD FILE:@ @DWGNANESOUTH HOME RENOVATION °Cap 1064 SCHEDULES ey Matz A Co.Mdyhecta Inc AI*ea Ramr" . j. �I NoRTHAMPTQN.MAssACHJSEm 9.0. C 0 I7 HAMPDEN ST DRAWING REFERENCE: SPRINGFIELD,MA 6 09/08/04 ADDENDUM oa E-50I-B2 SK E5 a! Architects oll03 2622 g INCORPORATED (413)733-6798 MARK DATE DESCRIPTION C... ,i,..1,.: „i::. uu . O'• X F sl 4 I 1 NT/ .6911N IlIx , . ► ,. k r co .0.I El ► a-iR CV S !! _ O cn 6...w-A . 0 b.■..■ SC—A:OL ik al ...• .. - 1...(t. el • ..:c ._ 1 0, u: tal 1 > .. c ..1 ...... ••.. . 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WIN Iht 2004 e.m�Inc.Y� og NDRTHAMFrON.MASSACWUSETIS PART PLAN I s� C 0 17 HAMPDEN ST DRAWING REFERENCE: 3� SPRINGFIELD,MA 09/O8/04 ADDENDUM 03 E-10I-B2 SK E4 22 R INCORPORATED 01103 ► INCORPORATED (413)733-6798 MARK DATE DESCRIPTION • ( ....: OP 1 PANEL SCHEDULE 3 PHASE 4 WIRE 120/ 208 VOLTS- 60 HZ i - , Polo L O A D IREAKE LOAD Pols No. DESCRIPTION FEEDER 111111111111111 POLE FRAME TRIP 1111111n11111. ram DESCRIPTOR No. U 310)FULCOILETS E7iqGa1IW11T IK)IIIIIIIIMIIIIMIII1M=tEIIIEZYLIAIIIELIIIIII•1lMIIIIIWZKfILUEMEZI 3P0 FLR.COR.LTS EL= 111111311111MILIMILIZIMWIMMIMIIINIKEL:21•11111111102elalllEaVIAIIIMIIIIMMINIMIIIIFYLVILTEMECII 2ND FLR.COR.LTS MIMI 111111011111111=MINFIOREMME311111MMINENIIMMIMVEINETIEJMINIUMIIIIIIIMIETZIEM1211=1111d1 INEIMIliallrYLKAWIRTIEEINEDIIIIIMMIIMIEMITGIIII=.02110111111•11•11111•1111FYLWERMEMMI CON.1114.LTS MEM INCIIIIMMIEFYLkallEr/WIEDMINNIIIIIIIIIINI111=1121111MILIMMIIKEZNIIMININCIIIIMIEIN 11011•EZNIEMINIIIIIIIMINIIIIIIIIIWEINIMMIIIIFYYZIIIIIMIIIIIIIIIMIEEZIFIZIUMESPEIIMIIIMEINI •11111111132MaillEEMINIW 4 C. 12+ 120 liMMENUMNEMTnii . I'. ii.EirniNNINENVETiEREEMINIENI J BURT COLLIS FY 4 C. 12+ loo 11111111•111IIIIIIIIIIIIIIIEMEN . 1P IIIIMININEE=M1111•111Ef MEM Ma ELY. MACH. LTS 176911130311111111•1111111•111E12711111MA 26A IP mmil SRO FULCOR.PLO MEM MIMI 443(21117111MEIKIMIN111•11111MNIEMJA IIT'f.ffAR=]IIIIIINIIIIIMIIIIIMIEf 4 C. 12+ no ECM 1113•1 EfLIQIEWZEMIIIII•1lEEZIIIMIMIIIEULGIIIIIWZIMIIIIIIIEINIMIIMIFf 4 C 12+ 120 MIMI aralli a,'. F7110t71 +sFAIN111111•111111117311F11713111talitallINIIIMIIMIEMIFYARinns.inil•-• 11117M1 MIMI COALIDL 'A.LEYALaCriMITED 1000 11.111111.111ELNLEI MI' 1000 .11.1111.111.UWIMEYD11 co'illtw•n'ATMIIIIIME011111 1111EANCRIMAIMINUASEIEMEMINIIIII woo 1•11111•111G11 IIMIll WOO IIMIIMULYillETIEYEEENCIICIENINIMINIMIIIIII MERIIL.nasL-2:Ato.11NIFYEarinTIMMI=1111111111111717117=11 ,..- 11111111MILMIIIMPICTIFIMIAl,t:XIALI AIIIIIIIMEMI 11110111:52=NIEBIETZWIE9EME311111•11111•1111•1111111111111111=1111 12000 1111111111111■1111■1111111=11111111•1111111111111111 . MEM LL 0016PLOS EfdlellaMaollINIIIIC11111•111111111=121111111•1111 12000 MIS MEM f .,. ...m.meiitir, ...6.„..=.a..sam==,..„ ,...wilimi,„":.. , ..... , EMI LAUNDRY on S EYLIC 2 :2+ 120 111•1111[2111111111111•11E:741111 SCA 11' IIIMIKE11111MINEFYLVIIIIRMIIIIIIIIIMINI I 11115•1 MECH.RM. PLO! E74 18+ 120•11MMO 1000 YA1 204 I P 1•111111111111111111111=111I7Il son.aal & WEIN/1 MEM WASHER J4 C. 12+ 120 EZ:111111111111111111111BMIGI 20A I P 110=11101■111,111PIPIrtnolPir'rnitm EIPADollIPImomR.. -11.7rgi.■- 111ZNI WASHER ETALAIMBIFIESIMIIIILECJIMIMIFILYEA • 411AINIIINIIIIIIIIIIIIEPLAEkiltditilA:trAllillial•INIMI 1E11 fTRYETe-.-- MIEN - - PRIEM — 45 50 NETIIIC:iEi=l:IEIIIIIIIIIEXOMCIIIIIIIIIIIMI1E=IIIIIIIIIMIMYAIIIIIMvZMIIIMIIIIIERAIMIMIIIMIIETL2E'IallCMIAIIIIIMIII•EllEEI•1 = — 54 56 57 ANU-ATTIC 3 4 C. 7412+1112G 20A 3P • 3 4C,3410 55 59 -- NM 60 51 ATTIC RECUR. sfeo, 2112+1120 20A7I P MilliMill 62 63 ATTIC LIGHT FIX 3 r 2 12+ 120 •.. 20A IP 3 10 • a ... .'4-1III.A Ilia 7741,41.=-. ..AI 4/11167... ilrfiligidaillnialitt.WL/1 ■WRIIMIN .614116174.618.111.911;=111.64 .4gairi IICEMIII=MMIIMIIMIIMIIIIIIII•1IIIIEZIIMNIIIMIMIM=INIM =•1lMiZMIIIMIIIIIIIIIIMIIIIIIIIIIIIIMIIIMIMIIIIIII 1111111111111 MIIMIEYLMMEERICIIIIIIIIIMIIMINIIIILLTWAIIIIMIIIIME1111=11111 1 10+ too 122113M1111111•111110•11 lrill!!SIIIMMIIIIIIIMIIIIIIIIIIIMIIIIII•MNIIIrrllIll!MlrIEIIIIIIMIIIIIIIIIIETIIIIIIIIIIIIIIIIIIIIMMIIIIIIINIIIIIIIIWEIII •M 601Li100. UNITS EYLKALTDMEIIIEIIIIMNIIIIIMIIIIEMTLGIIMEETEAIEIZMIIIMMIIM I to« too 011101111■1•11=121111 ) lail SPARE 11111111111111FRIMMIIIIIIIIIIIIII ___ 76 11 SPARE SPARE 78 ! r.....Z.."-1. 1111111111■11111•11111111M1•1•11111111114.1V7tra.!Frr.-1...i.MAIIMOINI/M111111111111PIMPlos. r' I 11111:11111=1 -1 "1 "1111;11■—als:411"6/1111111eviallECYlifillardiallINIIIII11UIIIIIIIIMAINNIMINNIIIIIILEIN 83 SPACE 20A IP 204/1P SPACE 54 TOTAL 15350 14350 10750 29770 31400 19700 SIZE MAINS 225A TYPE 11000 TOTAL WATTS 121320 11A1N BO. 200A W.C.S. FEEDERS 4-c 4-35011C11 +0.40. TOTAL AIM 337 LOCATION EL E C Iix11 A.LC. 10000 LOAD A $O X 202 FED FROM M .0) MOUNTED s ACTIVE 47-2114-11. 1-15A-.3P 1-20A-3P 4-32*-2P 1.-30A-31 1-1006-31 SPARE 3-20A-IF Ste 6-204-1P • i DIETZ PROJECT NO: 20144 SHEET TITLE 0 11 VILLAGE AT HOSPITAL HILL - PHASE ONE CAD FILE,@@DWGNAP E NURSES'HOME facwright2c04 PANELBOARD by Mu&Co.Adehlobox kw. • .. ..... RENOVATION w W Al Moto Ilawnsi SCHEDULE-I 1 0 .....•,•• NORTHAMPTON.MASSACHUSETTS Biq C 0 17 HAMPDEN ST DRAWING REFERENCE 1 Si Architects strgra"" L 09/06,04 ADDENDUM 03 - 6224 INCORPORATED (413)7334790 MARX DATE I DESCRIPTION L . E-501-81 SK E3 , _ • i • f 'I ilfj ter. ELEV. LOBBY ' — 024' o f 1- • LOLA Lij . .r. a DOMESTIC WATER • ,\la;=❑ ,�. P 1 -3 8 -1 1 a .a HEATERS - _ . TEMPERATURE ��� ., 2• ■! En • • CONTROL PANEL • I• — � OP1 -40 N 1 �& I+ BOILER CONTROL V MACH. PANEL 017 • I� MECH. ` � •7•IC A -. - • OP1 —42 STO. �' 026, "'�_; �• ola , - I. •OP1 -7R3R �� a P .`a∎is .�,�'C�. OP1 — . r 69 • 1 BOILER BUN =. a) e_- f.,,i X' P6-P7 _ 6-MODULAR UNITS .. g:!i∎2111, 3$ = OP1—37 /1 _ OP1 —68,70,7 '�� P4-P5 ELEC.ROOM. ® El m pr 208V-3,0 025 C7-:..; Ii sT—1 ®® ® - ,? O QRIGNAL 0F,1 —74,7 CON RACT DRAWING 12200V-1$ ® _ E-101-B1 FOR OMARK- 1-21 5-M - © CAF=1 CONTINUATION WITH MT=1 I ST UNIT HTR, --- 0 ®►fi 3 KW _ L . 2O8V-1$ ■ BI BOILER RM . PART PLAN 1.. . • T�7 DIE 1 L PROJECT CAD FIIE:Q(gDWGNAME SHEET TITLE VILLAGE AT HOSPITAL HILL - PHASE ONE NURSES HOME RENOVATION By Dieu Co.Architect; BASEMENT g i NamuwProk tossAausErrs N PART PLAN 9 ¢ C 0 17 HAMPDEN ST DRAWING REFERENCE: a! Architects 01�103GFlELD,MA 8 09/08/04 ADDENDUM03 E-IOI-BI SK E2 22: INCORPORATED (413)733-6798 MARK DATE -DESCRIPTION i • 1 _ OI a•i // i \ . k . ... .. + FD* ■ 1 PPr \\\\\\:\ CLIIS) (D4 II 0A, 4- s/ 1 A I Len ' UP . 6 6'MU U ROOF ` 1'2 EMI TO i .1 � r mu. AIRES 'E'PS' A VD —VD _ ..._ 1— AP/ 36:112 �III�.�,���, �' 111.11PIPIPOPRMIP411DP II miilitIill.8 Aif bh Allrir ® I} II II r PLAN PARTIAL HVAC ATTIC PLAN NORTH B I Ark= I'-0" 4' 8' 1 s' ,. I� , G f. I PROJECT NO: 10144 SHEET TITLE D I E TZ VILLAGE AT HOSPITAL HILL - PHASE ONE CAD FILE:®t�DWGNANE NURSES'HOME .... i RENOVATION O "d10"°u HVAC AI R ArnC PLAN • o? NORTHAMPTON,HASSACHUSETTS i ¢ C 0 17 HAMPDEN ST DRAWING REFERENCE aW SPRINGFIELD,MA 8 09/08 ADDENDUM 03 H-I40-BI SK H2 22 F NCOR ORATE oI103 s INCORPORATED (413)733-6798 MARK DATE DESCRIPTION --'\.- �� , ON 53—GALLON, VERTICAL EXPANSION TANK 1 1 (ASME) 1 ' 1 - - �� ram © /X o C m UH 0 is �� -3/4" I— '"' 3/4" HWS&R 1 1/4" HWS 4, — H 'I-11 r P - — — — --- +3 3/4" HWS .)1B.0 i , 1.-5-' - . C.:54 . , ,... -4-__ , cEr) . I 2 1/2" Q © o--2" HWS 1 1/4" HWS 40 II II i I 1 ■ N • \. I I I I 1 I ■ ENLARGED MECHANICAL ROOM PLAN I/4" = 1'-0° 0 4' 8' 16' • D I E T Z PROJECT QQD20144 E SHEET Tnl.E VILLAGE AT HOSPITAL HILL - PHASE ONE SOUTH HOME .... :. M RENOVATION ° o r ,0, ,Inc BSMT.&FIRST j ,,,,,, �- FLOOR PLANS 1 NOMA/1PTON MASSACHUSETTS 1§1?1¢ ..::C.0 17 HAMPDEN ST DRAWING REFERENCE: a Architects SP01103 RINGFIELD,MA 09/08/04 ADDENDUM 03 H-101-B2 SK H 46,g?Lc,INCORPORATED (413)733.6798 MARK DATE DESCRIPTION i f i . . _ N Village at Hospital Hill September 9,2004 Dietz&Company Architects, Inc. 3.22 Sheet E-I20-BI: 1. Connect all TSH's to the dishwasher circuit associated with the kitchen of the TSH locations, Unit 202 and 205. 3.23 Sheet E-130-BI: Connect all TSH's to the dishwasher circuit associated with the kitchen of the TSH locations, Unit 302 and 305. 3.24 Sheet E-50 I-B I Refer to Sketch SK-E3 for change to panel OP I. 3.25 Sheet E-I 01-B2: 1. Refer to Sketch SK-E4 for part plan at boiler room. 2. Connect all TSH's to the dishwasher circuit associated with the kitchen of the TSH locations, Unit 104, 101, 103,and 105. 3.26 Sheet E-140-B2: l. Add 4 type"U"fixture for attic at 16'on center to space 20A/iP BK2 connect in OP2 3/4c 2 12x12. 3.27 Sheet E-501-52: i. Refer to Sketch SK-E5 for change to panel OP2. 3.28 Sheet E-50I-BI: 1. I. Change all panelboard sizes from 42 pole spaces to 7.4 pole spaces. 3.29 Sheet E-502-B I I. 1. Change all panelboard sizes from 42 pole spaces to 24 pole spaces. 3.30 Sheet E-50 I-B2 1. I. Change all panelboard sizes from 42 pole spaces to 24 pole spaces. INDEX OF ATTACHMENTS: SKH-01 SOUTH HOME BSMNT& FIRST FLOOR PLANS (ENLARGED MECHANICAL ROOM SKH-02 NURSES' HOME HVAC ATTIC PLAN SKE-02 NURSES' HOME BASEMENT PART PLAN (BOILER ROOM) SKE-03 NURSES' HOME PANELBOARD SCHEDULE-I SKE-04 SOUTH HOME BASEMENT PART PLAN (BOILER ROOM) SKE-05 SOUTH HOME PANELBOARD SCHEDULES END OF ADDENDUM NO. 3 ADDENDUM NO. 3 Page 5of5 • I Village at Hospital Hill September 9,2004 Dietz&Company Architects, Inc. 3. Nurses Home Boiler Room piping schematic-Use one(I) 80 gallon expansion tank. 4. Enlarged Boiler Room Plan-Delete reference to two(2) 100 gallon expansion tanks. Use one (I) 80 gallon expansion tank equal to Bell &Gossett Model B-300, 79 gallon ASME rated vertical diaphragm tank. Provide a remove wall mounted thermostat for each unit heater(2). 5. Elevator Machine Room-Elevator machine room vent into hoistway shall be 16"x 12"with a 16 gauge welded sleeve with 3/8" mesh screen on both sides. 3.13 Sheet H-I I 0-B I: 1. Unit 101 -Relocate thermostat in bedroom to hallway wall adjacent to the stairs. 2. Unit 102-Change 4'fin-tube radiation element to 7'-0". Change 7'fin-tube radiation element in toilet to 36" length. t. 3.14 Sheet H-120-BI: Unit 202-Move 10'fin-tube radiation in living room 2'-0" east away from window. Delete toe space heater(TSH-I) in kitchen. Install 24"long fin-tube radiation and enclosure under window or west wall. 2. Unit 207-Provide a wall mounted remote thermostat in the living room. Connect to control valve shown. 3. In corridor outside elevator shaft provide a wall mounted temperature sensor connected to AHU-I in attic. 3.15 Sheet H-130-B I: 1. Unit 302-Move 10'fin-tube radiation in living room 2'-0"east away from window. 2. Unit 305-Delete toe space heater(TSH-l) in kitchen. Install 24" long fin-tube radiation and enclosure under window on the north wall. 3.16 Sheet H-140-B 1 I. Refer to Sketch SK-H2 for modifications to AHU-I. 3.17 Sheet H-502: I. Boiler Schedule-Boiler B-I shall be a six module boiler(Nurses Home Building). 2. Pump schedule a. Pump P-3 services the domestic water storage tanks in the south building. b. Pump P-4 shall be the same capacity as pump P-5. 3.18 Sheet H-I O I-B2: I. Enlarged Mechanical Room Plan-change boiler designation to B-2 (three module boiler). Refer to sketch SK-H I for make-up water and expansion tank details. 2. South Home Boiler Room Piping Schematic-Change expansion tank to a 53 gallon vertical ASME pressurized vertical expansion tank equal to Bell & Gossett Model B-200. 3. HVAC Basement Plan a. Unit 104-At stair landing adjacent to door add 36" long fin-tube element with enclosure. Connect to piping from under stair landing. b. Unit 105-At stair landing adjacent to door add 36"long fin-tube element with enclosure. Connect to piping from under stair landing. 3.19 Sheet EL-110-BI,the unmarked panel in Apartment 107 should be labeled PP 17. 3.20 Sheet E-101-B I: Refer to Sketch SKE-2 for Boiler Room part plan. 2. Connect all unit heaters (UH) and cabinet heaters (CH) to nearest outlet circuit in the following locations Stair A 007,Storage 012,Storage 013,Storage 014, Lobby 015, Mech 026,Storage 020, Laundry 024,Storage 025,Stair B 022,Storage 021,and Mech Room 027. 3. Connect all TSH's to the dishwasher circuit associated with the kitchen at the following location, Unit 102. 3.21 Sheet E-I I 0-B I: 1. Connect all CH's and UH's to nearest outlet circuit at the following locations,Vestible 116 and Vestible III. 2. Connect all TSH's to the dishwasher circuit associated with the kitchen of the TSH location, Unit 105. ADDENDUM NO. 3 Page 4of4 I Village at Hospital Hill September 9,2004 Dietz&Company Architects, Inc. 3.20 Section 16100, Electrical,add paragraph 1.18"Seismic": ' A. Furnish and install seismic constraints fob-all equipment per latest Massachusetts Electrical Building Code. 3.21 Section 16100,Electrical,Add paragraph 1.19"Demolition": A. Electrical Contractor to"make-safe"all electrical equipment and utilities (if they remain active), to be removed by General Contractor. 3.22 Section 16100, Electrical,Add paragraph 1.20"Cutting and Patching": A. Electrical Contractor is responsible for all cutting and drilling for penetrations 4" in diameter or smaller. 3.23 Section 16100, Electrical,Add paragraph 1.21 "Coordination Drawing": A. Electrical Contractor is responsible for placing all electrical work on coordination drawing supplied by HVAC Contractor. REVISIONS TO THE DRAWINGS 3.1 Sheet L-102; References to sheet L-8 should read L-50I. References to sheet L-9 should read L-502. 3.2 Sheet L-102, Dumpster Enclosures; note that all three dumpster enclosures are to have one 3'-0" side door on each enclosure. 3.3 Sheet S-110-B2, Detail I/S-110; 1/4" plate refers to stiffener plates. 3.4 Sheet S-130-B2, Detail A; delete note referencing 4x4xI/4"sill angle. The angle is not required,as joists are to bear on rebuilt masonry. 3.5 Sheet A-441-B2, Detail E6;top of wood cap on;calf wall between flights of stairs should be 3'-6"above `' the nosing of each tread. Provide handrail,similar to one shown on Detail A7 on same sheet. 3.6 Sheet 5-460-BI, Detail D;shows two sets of interior unit stairs framed entirely with steel. Delete steel stringers, steel pan stairs and all steel at mid-stair landings. Frame stair stringers,treads, risers and landings with wood,similar to interior unit stairs for building B2. See sheet S-101-B2 for details. 3.7 Sheet A-201-BI and A-201-B2;Sheet Keynote#7 and#19; revise to read: Repair/Replace trim as necessary. Contractor's option to repair existing trim and patch with new to match existing. Finished trim should be free of rot and visible cracks and should appear uniform in shape and texture from the ground. If all trim is removed and replaced with new,new trim should match existing as closely as possible from stock moldings available. Provide samples of new and existing trim to Architect for review. Size and Shape of new trim and moldings should be coordinated with roof edge and should cover all existing caulk remnants and blocking. Replace blocking with pressure-treated blocking,if necessary to provide adequate nail base. 3.8 Sheet A-301-B2,Sheet Keynote#2; revise to read: Repair/Replace trim as necessary. Contractor's • option to repair existing trim and patch with new to match existing. Finished trim should be free of rot and visible cracks and should appear uniform in shape and texture from the ground. If all trim is removed and replaced with new, new trim should match existing as closely as possible from stock moldings • available. 3.9 Sheet PIOI-B2, On cold water branch line in Unit 103 near bathroom,connect a%" cold water line with stop and waste and extend to east exterior to wall hydrant between two windows,avoid new retaining wall. 3.10 Sheet P 101-B2, In Mechanical Room,connect a 3/4" cold water line to 2: main after water meter and , extend to exterior wall with a stop and waste and extend to wall hydrant just south of the gas meter. 3.11 Sheet P I O I-B2, Connect 3/4" cold water line with stop and waste to I" main just outside Stair B-008 of Unit 105 on extend in soffit space along stair and across front of window and extend to exterior wall hydrant at northwest corner of Unit 105. 3.12 Sheet H-101-BI: 8 I. Laundry 024—provide cleanout in aluminum dryer vent duct. 2. Stair 022—provide a remote wall mounted thermostat on the west wall opposite the cabinet heater. ADDENDUM NO. 3 Page 3of3 i .. I P Village at Hospital Hill September 9,2004 Dietz& Company Architects, Inc. deviate from the Specifications,Contract Drawings,and/or job conditions as they exist. Unless the Contractor specifically requests in writing, changes, substitutions, or deletions of specific Contract Document requirements with respect to any submissions, approval of the Shop Drawing by the Architect does not constitute acceptance. Approval of shop drawings containing errors does not relieve the Contractor from making corrections at his expense. 3.8 Section 15400, Plumbing, 1.2 -Add the following: C. This contractor shall be responsible to shut off any utilities, if they remain active, and "make- safe"for demolition. 3.9 Section 15600, HVAC, I.2.A.I5 Delete reference to demolition by HVAC. All demolition is to be done by the General Contractor. This contractor shall be responsible to shut off any utilities, if they remain active,and"make-safe"for demolition. 3.10 Section 15600, HVAC,Add the following: 1.21 Seismic and Vibration Control A. Furnish and install seismic restraints for all piping, ducts,and equipment in compliance with Massachusetts State Building Code. 3.1 I Section 15600, HVAC,2.3.A.—Add"All registers and grilles in walls shall be heavy duty steel construction. 3.12 Section 15600, HVAC,2.15.8.I —All hot water supply and return piping is to be Type"L"copper tubing with wrought copper fittings or schedule 40 black iron pipe with with cast iron fittings. 3.13 Section 15600, HVAC,2.I9.D.2—Add "All roof mounted exhaust fans shall be controlled via a 7-day programmable timeclock. 3.14 Section 15600,HVAC,2.19.D.7.b—Delete paragraph and substitute'Install boiler manufacturer's control panel as supplied under another section. Panel to be equal to Hydrotherm Level III control system." 3.15 Section 15600, HVAC.,2.19.D—Add the following: I I. Air Handling Unit a. Air Handling Unit Control The corridor make-up air handling unit shall be indexed to be occupied/unoccupied mode via a timeclock located in a new control panel located in the mechanical room. During the occupied mode of operation, a signal shall be sent to start the air handling unit. Once the unit is started, all associated roof exhaust fans shall be energized. The discharge air temperature shall be reset from 70° -80° based on an outdoor air reset schedule,modulating the gas burner and a remote wall sensor located on the second floor corridor wall. Duct smoke detectors shall upon sensing an alarm condition, de-energize the supply and exhaust fans, close the outdoor air damper. 3.16 Section 15600, HVAC,2.20.B—Delete in its entirety. 3.17 Section 15600, HVAC,2.20.0—Change"Type B"to "Type A". 3.18 Section 15600, HVAC,2.31 —Gas fired make-up air unit—delete in its entirety and substitute the following: a. Air Handling Unit I. Furnish and install an indoor gas fired make-up air unit equal to Trane Model GGAA25 high efficiency, 250mbh input,power vented,electronic modulating gas control with duct thermostat and room override. Heat exchanger shall be 409 stainless steel,fan motor shall be I V2 horsepower,TEFC, 208-3-60. Provide filter mixing box with outside and return air openings and modulating low leak dampers. Filters shall be 2"thick 30%efficient pleated media. Provide supply air firestat and remote control station. Unit shall be AGA and CGA certified,and in compliance with Factory Mutual requirements. 3.19 Section 15600,HVAC,-Add the following: 2.32 Gas Vents,Flues and Chimneys A. Furnish and install stainless steel,double wall insulated positive pressure gas flue equal to Metalbestos Model IPS. Provide all accessories including fittings,thimbles,flashing,top termination cap,hangers,and supports. Installation shall be as recommended by the vent manufacture. ADDENDUM NO. 3 Page 2of2 ' I Village at Hospital Hill September 9,2004 Dietz&Company Architects, Inc. ADDENDUM NO. 3 Village at Hospital Hill—Phase I Northampton,Massachusetts Project#20144 Dietz& Company Architects, Inc. 17•Hampden Street Springfield, MA 01 103 413-733-6798 GENERAL This Addendum shall supplement, amend and become part of the Contract Documents. All work called for shall comply with requirements specified for similar work unless otherwise described. The following;addendum modifies only those specific items described herein. 3.6 Correction to addendum 02 `Revisions To The Drawings'. Change Item numbers 1.1 and 1.2 to 2.1 and • 2.2. A. See Index of Attachments below. !. REVISIONS TO THE SPECIFICATIONS 3.1 Section 01210,Allowances, Item 1.6; delete Items A and B. Item A shall now read:Allowances shall cover all costs for materials, labor,profit,overhead and taxes for work specified under this Section. 3.2 Section 05120-Structural Steel I.6.B- delete this section and make it that the qualifications for fabricator are the same as is shown in Section I.6.A for installer. 3.3 Section 09680, Carpet, Note that "Entry Carpet" listed in Section 2.I.A.3 is referenced on Drawings and in Schedules as"Walk-Off Mat". They are intended to refer to the same item. 3.4 Section 10431- Signs, Item 3.4 Sign Schedule, add the following: Note that exterior signage at the South Home at the five private unit entrances shall be cast aluminum numbers, 3" high, 3 numbers per entrance, factory baked enamel color—black,shall be fastened into the into the brick facade with aluminum studs with epoxy adhesive and anchors. Two additional sets of numbers/letters,each consisting of(15) 6" high aluminum numbers or letters (factory baked enamel color — black), shall be anchored into wood substrates at porch roof faces in one location at each of the two buildings. 3.5 Section 10431-Signs, Item 2.4D, delete all references to "Note Holders". I` 3.6 Section 15400, Plumbing, Item I.19.A: Add the following sentence: "All coordination drawings for the plumbing work shall be prepared by this Subcontractor on backgrounds provided by the HVAC Contractor." 3.7 Section 15400, Plumbing, Item I.19.B: Delete in its entirety and replace with the following: B. The information to be contained on the drawings shall include, but not limited to,the following: 1. Insert and sleeve locations if required by Architect. 2. Equipment layouts. 3. Plumbing pipe routing including center line of pipe elevations. 4. Valves including valve tag numbers. 5. Access panels. 6. Adequate clearances for operation and maintenance of equipment. 3.7 Section 15400,Plumbing, Item 1.19: Add the following: H. The approval of equipment does not relieve the Contractor from the responsibility of Shop Drawing errors in details, sizes, quantities, wiring diagram, arrangement, and dimensions which ADDENDUM NO. 3 Page 1 ofl y w f` Village at Hospital Hill September 2, 2004 Dietz&Company Architects, Inc. (I) Mechanical Room. (I) At Each Janitors Closet Assume I 0 additional similar signs with language supplied by Owner during construction phase. South Home: (2) Handicapped accessible symbol, 6"x 6". (I) Stair Symbol at each stair entry(corridor side) and (I) stair exit sign (stair side). (I) Each at each apartment with an entrance off the corridor or common stair. (3) Brick mounted numerals at each unit with an exterior entrance. Assume 4 additional similar signs with language supplied by Owner during construction phase. REVISIONS TO THE DRAWINGS 1.1 Sheet A-301-BI, note for the basement floors: Clarification of Addendum Item 1.24. The Base Bid will be the finish floor material over 1/4" plywood under!ayment(below vinyl only) fastened through %" Homasote below it,over a vapor barrier on top the existing concrete floor. The Add Alternate No.02 will be removing the entire existing concrete floor. After the floor is removed it will be constructed of the following;the finish floor,on top of a new 4"concrete slab on 2" rigid insulation over a vapor barrier. See structural notes for subgrade treatment. 1.2 Sheets A-101-BI &A101-B2,the Waterproofing system is referenced in the legend as a dot-dashed line and the extent is designated on the basement plans. INDEX OF ATTACHMENTS: END OF ADDENDUM NO. 2 ADDENDUM NO. 2 Page 2of2 Village at Hospital Hill September 2, 2004 Dietz&Company Architects, Inc. ADDENDUM NO. 2 Village at Hospital Hill—Phase I - Northampton,Massachusetts Project#20144 Dietz& Company Architects, Inc. 17 Hampden Street Springfield, MA 01 103 413-733-6798 GENERAL This Addendum shall supplement, amend and become part of the Contract Documents. All work called for shall comply with requirements specified for similar work unless otherwise described. The following addendum modifies only those specific items described herein. I. NOTE: BID DUE DATE HAS BEEN EXTENDED. General bids are now due at 2:00 PM, Friday, September 17th at the offices of Dietz& Company Architects. 2. A. See Index of Attachments below. REVISIONS TO THE SPECIFICATIONS 2.1 Sections 01732&073 I I, note that the roofing contractor is responsible for demolition and protection of the roof. 2.2 Sections 01732, 015300, 15400, 15600,and 16100, note that the General Contractor is responsible for - disconnect, demolition and removal of any MEP systems within the building or through the building's walls to the exterior,where the site contractor is expected to provide that work. General Contractor is responsible for patching at all locations in exterior walls where MEP systems are removed. 2.3 Section 08110—Door Schedules,the following doors shall not have a fire rating: Nurses' Home, Building 01: 115A& 109. On these doors, a non-labeled panic device shall also be allowed. 2.4 Section 081 10-Door Schedule,the door schedule references take precedence over the specifications description regarding door styles. Also see SKA-10 from Addendum 01 for door style modifications. 2.5 Section 08110&08211; note that all interior unit doors shall be solid core as specified. Delete the hollow core designation noted on the schedule and replace with solid core. 2.6 Section 10431, 3.4 Sign Schedule add the schedule below: B. SIGNAGE SCHEDULE Nurses' Home: (2) Handicapped accessible symbol, 6"x 6". (I) Stair Symbol at each stair entry (corridor side) and (I) stair exit sign (stair side). (I) Management Office, 2-1/2"x length. (I) Each at each Storage Room Door (I) Maintenance Room (I) Laundry room. (I) Elevator Machine Room. (I) Electrical Room. (3) HP directional signs. 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Q Q Q Q d Q < < Q Q Q so s W N '"' N v/1 '0 S W Q, O N f1 kr) Vl Vl ..... — .--■ .ti N N N N P' Village at Hospital Hill August 31,2004 Dietz&Company Architects, Inc. • ADDENDUM TO SECTION 08711 —DOOR HARDWARE NURSE'S HOME—BUILDING I Hardware Set No. I I: (Door number 1 11) (I) set of door hinges each leaf (2) exit device 9947 392-L BE US32D Von Duprin (2) closer, push-side mounted 1431- RUO X SNB PARALLEL ARM 690 Von Duprin (I) removable mullion w/ I Mullion by door mfr.,releases by intercom mfr. elec.strike release, Installation by door mfr. Elec.connections by each side Electrical Sub-Contractor. (2) door pulls CO-12 Kawneer (I) set of full weatherstripping and door sweep,each leaf (I) alum sill DUR Door Mfr. Hardware Set No. 12: (Door number 110) (I) set of door hinges each leaf (2) push-pull, Kawneer CO-12/CP-I I (I) closer,push-side mounted 1431- RUO X SNB PARALLEL ARM 690 Von Duprin (I) removable mullion Mullion by door mfr. (2) overhead door stop (I) set weathersl:ripping and door sweep,each leaf (I) alum sill DUR Door Mfr. SOUTH HOME—BUILDING 2 Doors 107 & 108: jambs shall be wired to receive elec. strike release. Installation by door Mfr. Elec. connections by Electrical Sub-Contractor. See Specifications section 16100, Electrical, for electrical information. ADDENDUM NO. 1 Village at Hospital Hill—Phase I August 31,2004 Dietz&Company Architects,Inc. 3.1 EXAMINATION A. Examine substrates and conditions under which sheet metal flashing and trim are to be installed and verify that Work may properly commence. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. General: Unless otherwise indicated, install sheet metal flashing and trim to comply with performance requirements,manufacturer's installation instructions,and SMACNA's"Architectural Sheet Metal Manual." Anchor units of Work securely in place by methods indicated, providing for thermal expansion of metal units;conceal fasteners where possible,and set units true to line and level as indicated. Install Work with laps,joints,and seams that will be permanently watertight and weatherproof. B. Install exposed sheet metal Work that is without excessive oil canning, buckling, and tool marks and that is true to line and levels indicated, with exposed edges folded back to form hems. Install sheet metal flashing and trim to fit substrates and to result in waterproof and weather-resistant performance. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. C. Expansion Provisions: Provide for thermal expansion of exposed sheet metal Work. Space movement joints at maximum of 10 feet (3 m) with no joints allowed within 24 inches (610 mm) of corner or intersection. Where lapped or bayonet-type expansion provisions in Work cannot be used or would not be sufficiently weatherproof and waterproof, form expansion joints of intermeshing hooked flanges, not less than I inch (25 mm) deep,filled with mastic sealant(concealed within joints). D. Sealed Joints: Form nonexpansion, but movable, joints in metal to accommodate elastomeric sealant to comply with SMACNA standards. Fill joint with sealant and form metal to completely conceal sealant. I. Use joint adhesive far nonmoving joints specified not to be soldered. Seams: Fabricate nonmov ng seams in aluminum with flat-lock seams. Form seams and seal with epoxy seam sealer. Rivet joints for additional strength. F. Separations: Separate metal from noncompatible metal or corrosive substrates by coating concealed surfaces, at locations of contact, with asphalt mastic or other permanent separation as recommended by manufacturer. I. Underlayment: Where installing stainless steel or aluminum directly on cementitious or wood substrates, install a slip sheet of red-rosin paper and a course of polyethylene underlayment. 2. Bed flanges of Work in a thick coat of roofing cement where required for waterproof performance. 3.3 CLEANING AND PROTECTION A. Clean exposed metal surfaces, removing substances that might cause corrosion of metal or deterioration of finishes. B. Provide final protection and maintain conditions that ensure sheet metal flashing and trim Work during construction is without damage or deterioration other than natural weathering at the time of Substantial Completion. END OF SECTION 07620 SHEET METAL FLASHING AND TRIM 07620-4 • Village at Hospital Hill—Phase I August 31,2004 Dietz&Company Architects,Inc. " .;. I. Fabricate cleats and attachment devices from same material as sheet metal component being anchored or from compatible,noncorrosive metal recommended by sheet metal manufacturer. I. Size: As recommended by SMACNA manual or sheet metal manufacturer for application but never less than thickness of metal being secured. 2.4 SHEET METAL FABRICATIONS A. General: Fabricate sheet metal items in thickness or weight needed to comply with performance requirements but not less than that listed below for each application and metal. B. Aluminum: Alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated and with not less than the strength and durability of alloy and temper designated below: I. ASTM B 209, 3003-H I4,with a minimum thickness of 0.040 inch, unless otherwise indicated. C. Aluminum-Zinc Alloy-Coated Steel Sheet: ASTM A 792, Class AZ-50 coating, Grade 40 or to suit project conditions,with 55 percent aluminum, not less than 0.0396 inch thick, unless otherwise indicated. D. Coil-Coated Galvanized Steel Sheet: Zinc-coated, commercial-quality steel sheet conforming to ASTM A 755, G 90 coating designation, coil coated with high-performance fluoropolymer coating as specified in "Coil-Coated Galvanized Steel Sheet Finish" Article; not less than 0.0336 inch thick, unless otherwise indicated. E. Base Flashing: Fabricate from the following material: I. Aluminum: 0.040 inch (1.0 mm)thick. F. Valley Flashing: Fabricate from the following material: I. Aluminum: 0.040 inch (1.0 mm)thick G. Window Panning: Fabricate from the following material: I. Coil-Coated Galvanized Steel Sheet:0.040 inch (1.0 mm)thick H. Flashing at Cementitious siding and trim: Fabricate from one of the following materials: I. Stainless steel:0.040 inch (1.0 mm)thick 2. Coil-Coated Galvanized Steel Sheet: 0.040 inch(1.0 mm)thick 3. Factory-Painted Aluminum Sheet or coated aluminum sheet recommended by siding manufacturer: 0.040 inch (1.0 mm)thick I. Drip Edges: Fabricate from the following material: I. Coil-Coated Galvanized Steel: 0.0217 inch(0.55 mm)thick. J. Roof-Penetration Flashing: Fabricate from the following material: I. Aluminum-Zinc Alloy-Coated Steel: 0.0276 inch(0.7 mm)thick. 2.5 ALUMINUM FINISHES A. General: Comply with Aluminum Association's (AA) "Designation System for Aluminum Finishes" for finish designations and application recommendations. B. Shop Finish, Rain Drainage: Provide manufacturer's standard baked-on, color-acrylic shop finish on sheet metal rain-drainage units (gutters, downspouts, and similar exposed units); 1.0-mil (0.025-mm) dry film thickness. PART 3 - EXECUTION SHEET METAL FLASHING AND TRIM 07620- 3 Village at Hospital Hill—Phase I August 31,2004 Dietz&Company Architects,Inc. PART 2- PRODUCTS 2.1 METALS A. Aluminum: Alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated and with not less than the strength and durability of alloy and temper designated below: I. Factory-Painted Aluminum Sheet: ASTM B 209(ASTM B 209M), 3003-H I4,with a minimum thickness of 0.040 inch(1.0 mm), unless otherwise indicated. 2. Coil-Coated Galvanized Steel Sheet: Zinc-coated, commercial-quality steel sheet conforming to ASTM A 755,G 90 coating designation,coil coated with high-performance fluoropolymer coating. 2.2 MISCELLANEOUS MATERIALS AND ACCESSORIES A. Fasteners: Same metal as sheet metal flashing or other noncorrosive metal as recommended by sheet metal manufacturer. Match finish of exposed heads with material being fastened. B. Elastomeric Sealant: Generic type recommended by sheet metal manufacturer and fabricator of components being sealed and complying with requirements for joint sealants as specified in Division 7 Section "Joint Sealants." C. Metal Accessories: Provide sheet metal clips, straps, anchoring devices, and similar accessory units as required for installation of Work, matching or compatible with material being installed; noncorrosive; size and thickness required for performance. 2.3 FABRICATION,GENERAL A. Sheet Metal Fabrication Standard: Fabricate sheet metal flashing and trim to comply with recommendations of SMACNA's "Architectural Sheet Metal Manual" that apply to the design, dimensions, metal,and other characteristics of the item indicated. B. Comply with details shown to fabricate sheet metal flashing and trim that fit substrates and result in waterproof and weather-resistant performance once installed. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. C. Form exposed sheet metal Work that is without excessive oil canning, buckling, and tool marks and that is true to line and levels indicated,with exposed edges folded back to form hems. D. Seams: Fabricate nonmoving seams in aluminum with flat-lock seams. Form seams and seal with epoxy seam sealer. Rivet joints for additional strength. E. Expansion Provisions: Space movement joints at maximum of 10 feet (3 m) with no joints allowed within 24 inches (610 mm) of corner or intersection. Where lapped or bayonet-type expansion provisions in Work cannot be used or would not be sufficiently weatherproof and waterproof,form expansion joints of intermeshing hooked flanges, not less than I inch(25 mm) deep,filled with mastic sealant(concealed within joints). F. Sealed Joints: Form nonexpansion, but movable, joints in metal to accommodate elastomeric sealant to comply with SMACNA standards. G. Separate metal from noncompatible metal or corrosive substrates by coating concealed surfaces at locations of contact with asphalt mastic or other permanent separation as recommended by manufacturer. H. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces of sheet metal exposed to public view. SHEET METAL FLASHING AND TRIM 07620-2 is Village at Hospital Hill—Phase I August 31,2004 Dietz&Company Architects,Inc. SECTION 07620-SHEET METAL FLASHING AND TRIM PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division I Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section includes sheet metal flashing and trim in the following categories: I. Metal flashing. 2. Window Panning. B. Related Sections: The following Sections contain requirements that relate to this Section: I. Division 4 Sections for through-wall flashing and other integral masonry flashings specified as part of masonry work. 2. Division 7 Section "Joint Sealants"for elastomeric sealants. 3. Division 7 Section "Asphalt Shingles" for flashing and roofing accessories installed integral with asphalt shingle roofing. 1.3 PERFORMANCE REQUIREMENTS A. General: Install sheet metal flashing and trim to withstand wind loads, structural movement, thermally induced movement,and exposure to weather without failing. 1.4 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division I Specification Sections. B. Product Data including manufacturer's material and finish data, installation instructions, and general recommendations for each specified flashing material and fabricated product. C. Shop Drawings of each item specified showing layout, profiles, methods of joining,and anchorage details. D. Samples of sheet metal flashing, trim, and accessory items, in the specified finish. Where finish involves normal color and texture variations, include Sample sets composed of 2 or more units showing the full range of variations expected. 1. 8-inch-(200-mm-) square Samples of specified sheet materials to be exposed as finished surfaces. 1.5 QUALITY ASSURANCE A. Installer Qualifications: Engage an experience Installer who has completed sheet metal flashing and trim work similar in material, design, and extent to that indicated for this Project and with a record of successful in-service performance. 1.6 PROJECT CONDITIONS A. Coordinate Work of this Section with interfacing and adjoining Work for proper sequencing of each installation. Ensure best possible weather resistance, durability of Work, and protection of materials and finishes. SHEET METAL FLASHING AND TRIM 07620- 1 Village at Hospital Hill—Phase I Dietz&Company Architects,Inc. ! . . 2. Testing shall include visual observation of interior of pipeline including all joints and connections. Pipeline shall be certified by testing agency to be constructed in accordance with the Contract Documents including requirements for slope,joining, and absence of debris and foreign matter. 3. Duplicate copies of test reports shall be submitted to the Architect. F. Manhole Testing 1. Leakage testing of sewer manholes shall be included in the testing of the gravity sewer system. Leakage for each manhole shall not exceed 1 gal./vertical ft. of manhole per 24 hours. N G. Before submitting system for final approval of the authorities having jurisdiction, submit a written statement to the Architect that work has been completed in accordance with the Contract Documents. H. Promptly following satisfactory completion of leakage testing, a report fully describing test procedures and listing test results shall be submitted to the Architect and to governmental agencies that have jurisdiction. The report shall be signed by the Contractors' superintendent. Pipe deflection testing for PVC piping. 1. Six months following completion of the backfill over the PVC pipe installation, the pipeline shall be tested for deflection using a "go/no go"deflection mandrel. The "go/no-go"gage shall be passed through all sections of the pipeline. 2. Pipe deflections shall be measured and converted to percent deflection. Deflections shall be recorded,with a copy of results submitted to the Architect. Test results shall be mailed or delivered to the Architect not later than the day following the day on which test was made. 3. Sections of pipe with deflection greater than 7.5% shall be replaced. 1 END OF SECTION l SANITARY SEWAGE SERVICE 02730-9 Village at Hospital Hill—Phase I Dietz&Company Architects,Inc. equipment specifically designed and manufactured to test sewer pipelines with low-pressure air. The equipment shall be provided with an air regulatory valve or air safety valve so set that the internal air pressure in the pipeline cannot exceed 8 psig. a. The leakage test using low-pressure air shall be made on each manhole-to-manhole of pipeline after placement of the backfill. b. Pneumatic plugs shall have a sealing length equal to or greater than the diameter of the pipe to be tested. Pneumatic plugs shall resist internal test pressures without requiring external bracing or blocking. c. All air used for testing shalt pass through a single control panel. d. Low-pressure air shall be introduced into the sealed line until the internal air pressure reaches a value 4 psig greater than the maximum pressure exerted by groundwater that may be above the invert of the pipe at the time of the test. However,the internal air pressure in the sealed line shall not be allowed to exceed 8 psig. When the maximum pressure exerted by the groundwater is greater than 4 psig, conduct infiltration test. e. At least two minutes shall be allowed for the air pressure to stabilize in the section under test. After the stabilization period, the low-pressure air supply hose shall be quickly disconnected from the control panel. The time required in minutes for the pressure in the section under test to decrease from 3.5 to 2.5 psig (greater than the maximum pressure exerted by-groundwater that may be above the invert of the pipe)shall not be less than shown in the following table: • Pipe diameter in inches Minutes 8 4.0 10 5.0 12 5.5 f. Where the sewer section to be tested contains more than one size of pipe,the minimum allowable time shall be based on the largest diameter pipe in the section, and shall be the time shown on the table reduced by 0.5 minutes. 4. Rate of infiltration and exfiltration shall not exceed 20 gal./in. of pipe diameter per mile of pipe per 24 hours. Each section of pipe tested shall meet the above criterion. E. Closed Circuit TV Testing 1. In addition to the leakage testing specified above, the entire sewer system piping shall be tested using closed circuit TV testing equipment. Testing shall be done by a specialty pipeline testing agency experienced in closed circuit TV testing of utility pipelines and acceptable to the local DPW. Equipment used shall be specifically designed for inspection and testing of utility pipelines. SANITARY SEWAGE SERVICE 02730-8 Village at Hospital Hill—Phase I Dietz&Company Architects,Inc. 3. Remove debris, concrete or other extraneous material which may accumulate. 3.02 TESTING A. The entire sewer system, including piping and manholes shall be tested for leakage. Piping shall also be tested by the use of either water or low-pressure air. Piping shall also be tested using closed circuit TV. All testing shall conform to the requirements of the local Department of Public Works. B. General Test Requirements 1. Piping shall be adequately restrained against movement before testing. Pressure sewer line shall have thrust blocks installed (under another section of the specifications)and the concrete shall have attained full design strength before test pressure is applied to the line. 2. Piping system shall be flushed clean, and sediment, scale, dirt, and debris removed before piping is tested. 3. Adequate provisions shall be made for carrying off flushing water without causing erosion or other damage. 4. Manholes and piping shall be tested before joints are concealed or made inaccessible. 5. Tests shall be made in the presence of an inspector of the authority of having j:_irisdiction. C. Notice of tests shall be made in writing to the Architect and the local plumbing inspector, and received by them not less than five days before the date of test. D. Gravity flow system test 1. When the groundwater is more than 1 ft. above the crown of the pipe at the upper end of the section to be tested, an infiltration test shall be made. The upper end of the section to be tested shall be plugged on V-notch weir of appropriate size shall be fitted into the lower end. There shall be no leakage around the weir plate. Commercially manufactured weirs, made and calibrated for the purpose, may be employed. 2. When groundwater is less than 1 ft. above the crown of the pipe at the upper end of the section to be tested, an exfiltration test shall be made. The sewer shall be plugged at the inlet pipes of both the upper and lower manholes. The line shall then be filled with water to a level 2 ft. above the crown of the pipe in the upper manhole. Before any measurements are made, a period of about 2 hours shall be permitted to allow for absorption and escape of trapped air. Following this, a test period of at least 4 hours shall begin. At the end of the test period, loss of water shall be measured and leakage computed therefrom. 3. Air testing shall be performed in accordance with the procedures described in ASTM C 828, except as otherwise noted. For low-pressure air tests use SANITARY SEWAGE SERVICE 02730-7 Village at Hospital Hill—Phase I Dietz&Company Architects,Inc. c. In large, accessible piping, use brushes and brooms for clearing. d. Place plugs in ends of uncompleted conduit at end of day or whenever work stops. e. Flush lines between manholes if required to remove collected debris. B. Manhole Installation 1. Manholes shall be set vertical on a base material as indicated on the Drawings, with each section in true alignment. 2. Lifting holes in precast sections shall be plugged thoroughly with mortar and finished smooth and flush with adjoining surfaces. 3. Brick shall be employed to bring frame and cover to required elevation as indicated on the Drawings. Complete brick installation shall be coated with at least a 3/4 in. thickness of mortar on outside to provide a fully sealed and watertight collar between the top manhole section and the cover frame a. Before installation of castings, chipped and scraped areas shall be touched up with one coat of bituminous paint. b. Cast iron frame shall be set concentric with manhole opening in a full bed of mortar. A thick ring of mortar extending to the outer edge of brick or concrete shall be placed all around the bottom flange of the cast iron frame. Mortar surface shall be smooth and sloped to shed waterway from the frame. 4. Portland cement-based mixtures used on this work shall receive a minimum of three days of moist curing,which shall start immediately after the material has been placed. Suitable means shall be employed to protect cement-based mixtures from too rapid drying and damage from cold weather and frost. 5. Where required, new piping shall be connected to existing manholes by mechanical smooth wall coring into existing structures. Drilling, jackhammering, breaking will not be allowed. Completed work shall be adequately patched and finished with non-shrinking grout to the satisfaction of the Architect. 6. Maximum misalignment of pipe into manholes shall be indicated on the Drawings. C. Connections to existing facilities 1. The Contractor shall make all required connections of the proposed sanitary sewer into existing sanitary sewer facilities, where and as shown on the Drawings. 2. Take care while making tap connections to prevent concrete or debris from entering existing piping or structure. SANITARY SEWAGE SERVICE 02730-6 Village at Hospital Hill—Phase I Dietz&Company Architects,Inc. shall have the letters"SEWER"cast into the cover. All covers shall be submitted to and approved by the local DPW. 2. Castings shall have a shop-applied coal-tar-pitch varnish coating,thoroughly covering all metal. H. Embedment Materials PVC pipe embedment materials shall conform to Class I or Class II embedment materials as defined in ASTM D 2321. N PART 3-EXECUTION 3.01 INSTALLATION The Contractor shall install all sanitary sewer structures and pipe in the locations as shown on the Drawings and/or as approved by the Owner's Field Representative and in accordance with the local DPW Standards. A. Piping- PVC 1. Inspect piping before installation to detect apparent defects. 2. Mark defective materials with white paint and promptly remove from site. 3. PVC pipe installation shall conform to ASTM D2321. 4. Bottom of trench excavation shall be kept dry and free of water during pipe installation. Adequate measures shall be taken to prevent flotation of pipe in the trench. 5. Pipe shall be thoroughly cleaned before installation, and shall be maintained free from foreign matter during installation. 6. Each pipe length shall be installed to form a close joint with the next adjoining length and bring inverts of the required grade. 7. Piping shall be properly graded,free from pockets. 8. No pipe or fitting shall be permanently support on saddles, blocking or stones. 9. Where necessary, tight-fitting temporary wood bulkheads shall be employed to close ends of pipeline at end of each day's work. 10. Cleaning a. Clear interior of piping of dirt and other superfluous material as work progresses. b. Maintain swab or drag in line and pull past each joint as it is completed. SANITARY SEWAGE SERVICE 02730-5 Village at Hospital Hill—Phase I Dietz&Company Architects,Inc. c. Each section shall have no more than two lifting holes or cast-in lifting devices. d. Precast base shall be manufactured with wall openings to receive the ends of pipes which_are to be connected to structure. e. Pipe openings in base shall be minimum size required to receive pipe, and shall be accurately set to conform to the required line and grade. 2. Pipe shall be joined to precast base using a seal as indicated on the Drawings or a seal approved by the local Department of Public Works. 3. Manholes shall have shaped brick inverts. 4. Manhole steps shall be polypropylene plastic reinforced with 3/8 in. diameter steel rod, as manufactured by M.A. Industries, Inc. Peachtree City, GA 30269, or approved equal. a. Steps shall be drop-front anti-skid design, 12 in wide. Projection of front edge of step shall be greater than or eq:Jal to 5 in. from manhole wall. b. Steps shall embedded 4 in. into manhole wall. c. Steps in precast sections shall be embedded at time of casting. 5. Manholes shall be designed to safely withstand an AASHTO H-20 loading, as specified in the AASHTO Specifications. D. Brick 1. Brick for support of cast iron cover and frame shall meet the physical requirements of MDPW Specifications Section M4.05.2. 2. Brick for sewer manhole invert channel shall conform to MDPW Specifications Section M4.05.2. E. Mortar Mortar shall conform to MDPW Specifications Section M4.02.15. F. Grout Grout shall be a nonshrink cement-based type, such as Master Builders Company "Embeco", or U.S. Grout Corporation "Five Star Grout". G. Castings 1. Manhole frames and covers shall be cast iron conforming to MDPW Specifications Section M8.03.0 and MDPW Construction Standard Drawings 202.6.0, 202.7.0 and 202.8.0. Frames may be Type A or Type B. Covers SANITARY SEWAGE SERVICE 02730-4 Village at Hospital Hill—Phase I Dietz&Company Architects, Inc. 2.01 MATERIALS The materials to be used in the construction shall be those indicated on the Drawings and specified herein. A. Identification 1. Provide underground-type plastic line markers, manufacturer's standard permanent, bright-colored, continuous-printed plastic tape, intended for direct- burial service. 2. Size: Min. 6 in wide x 4 mils thick 3. Provide green tape with black printing reading"CAUTION SEWER LINE BURIED BELOW". 4. During backfilling/top-soiling of sanitary sewage systems, install continuous underground-type plastic line marker, located directly over buried line at 6 in. to 8 in. below finished grade. B. Polyvinyl Chloride (PVC) Pipe 1. Polyvinyl Chloride (PVC) nonpressure pipe for gravity sewers shall conform to ASTM D 3034, SDR35 minimum wall thickness. 2. Pipe shall be bell-and-spigot in standard lengths of 12'-6". a.. 3. Bell end shall be an integral wall section with solid cross section ;ubber ring, factory assembled. 4. Spigot end shall be beveled to ensure proper insertion. Spigot end shall be imprinted with an "assemble stripe",to which the bell end of the mated pipe will extend upon proper jointing of the two pipes. 5. Rubber rings shall conform to ASTM D3212. 6. Pipe ends shall permit checking of the rings with a feeler gage to ensure their proper location in the coupling grooves. 7. PVC fittings shall be bell-and-spigot type, compatible with the pipe. C. Sanitary Manholes 1. Precast concrete manholes shall conform to local DPW Standards and shall be similar to those manufactured by Nashua Precast Corp. or approved equal. a. Sections shall have tongue and groove joints. b. Joints between sections shall be made with preformed rubber gaskets conforming to ASTM C433. • qry SANITARY SEWAGE SERVICE 02730-3 Village at Hospital Hill—Phase I Dietz&Company Architects,Inc. 1.05 QUALITY ASSURANCE A. Codes and Standards 1. American Association of Slate Highway and Transportation Officials (AASHTO): Standard Specifications for Highway Bridges 2. American Society for Testing and Materials: Joints for Circular Concrete Sewer and Culvert Pipe, Using Rubber Gaskets C433 Underground Installation of Flexible Thermoplastic Sewer Pipe D3231 Type PSM Polyvinyl Chloride (PVC)Sewer Pipe and Fittings D3034 Joints for Drain and Sewer and Plastic Pipes Using Flexible Elastomeric Seals D3212 3. Commonwealth of Massachusetts Highway Departmetn (MHD or MDPW): Standard Specifications for Highways and Bridges 4. Local Municipal Requirements a. The Contractor shall notify the local DPW prior to installation. All work and materials shall be subject to the approval of the local DPW. B. Permits The CoWractor shall pay for all permits and licenses as required. C. Inspection 1. All sanitary sewer System installation shall be inspected and approved by the local DPW. The Contractor shall be responsible for making all arrangements with the DPW and paying all fees associated with the Sanitary Sewerage System installation. 2. The Contractor shall have the new pipe system televised and supply a certified video tape to the local DPW. Arrangements shall be made with the City prior to performing the TV inspection, so the DPW personnel can witness the taping process. 1.06 SUBMITTALS A. Product Data: Submit manufacturer's technical product data and installation instructions for sanitary sewage system materials and products. B. Shop Drawings: Submit shop drawings for sanitary sewage systems, and maintenance data. C. Record Drawings: Submit record drawings at Project Closeout. PART 2-PRODUCTS SANITARY SEWAGE SERVICE 02730-2 Village at Hospital Hill—Phase I Dietz&Company Architects,Inc. SECTION 02730 SANITARY SEWAGE SYSTEM PART 1 -GENERAL 1.01 CONTRACT PROVISIONS INCORPORATED BY REFERENCE The General Provisions of the Contract, including the General and Supplementary Conditions and Division 1, apply to the work specified in this Section. 1.02 ITEMS REQUIRED BUT NOT SPECIFIED If an item or material of this trade is indicated in the Drawings but not specifically listed in this Section, provide such item or material at a standard of quality equal to the standard established for the balance of the Work specified, in accordance with the Architect's interpretation. 1.03 EXECUTION, CORRELATION AND INTENT In case of an inconsistency between Drawings and Specifications, or within either Document not clarified by addendum,the better quality or greater quantity of Work shall be provided, in accordance with the Acchitect's interpretation. 1.04 DESCRIPTION A. Work under this Section of the Specifications shall consist of providing all labor, materials and equipment necessary and required to install exterior sanitary sewer system beginning at a point 10 feet outside of building foundation, in accordance with the Contract Documents. This work shall include but not be limited to: 1. Installation of sanitary sewers consisting of manholes, pipe and all necessary and required accessory items and operations including service connections to each building. 2. Pay costs and fees related to connecting sanitary sewerage system to existing services. File applications, details, and drawings required by the local authority having jurisdiction. 3. Alteration, reconstruction and/or relocation of existing sanitary sewer facilities as required. 4. Installation of sanitary sewer facilities with the Public R.O.W. and/or easements, including connections to existing sanitary sewer facilities. B. Related Work Described Elsewhere Excavating, Filling and Grading Section 02200 SANITARY SEWAGE SERVICE 02730- I Village at Hospital Hill—Phase I Dietz&Company Architects, Inc. A. The Contractor shall disinfect the lines and tank carrying potable water. The work shall be performed in accordance with the requirements of the City DPW Standards. Test results shall be sent to the Engineer and local DPW. B. The Contractor shall furnish all equipment and materials necessary to do the work of disinfection, and shall perform the work in accordance with procedure outlined in the latest edition of ANSI/AWWA C651 except as otherwise specified herein. C. The dosage shall be such so as to produce a chlorine concentration of no less than 25 ppm (mg/I)after a contact period of not less than 24 hours. D. After treatment,the pipeline shall be flushed with clean water until the residual chlorine content does not exceed 1.0 ppm (mg/I). E. After flushing samples shall be collected as per Town DPW standards. F. During the disinfection period, care shall be exercised to prevent contamination of water in existing mains. G. The Contractor shall dispose of the water used in disinfecting and flushing in an acceptable manner. H. Any temporary connections required for disinfection shall be installed and subsequently properly abandoned at the Contractor's expense. END OF SECTION 8 WATER DISTRIBUTION SYSTEM 02666-8 Village at Hospital Hill—Phase I Dietz&Company Architects, Inc. 4. Unless it has already been done,the section of pipe to be tested shall be filled with water of approved quality,and all air shall be expelled from the pipe. If hydrants or blow-offs are not available at high points for releasing air, make necessary excavations, do backfilling and make taps at such points. Plug holes after completion of the test. 5. The section under test shall be maintained full of water for a period of 24 hours prior to the combined pressure and leakage test being applied. 6. The meter and gage shall be installed and shall be kept in use during the test so that water entering water main under test will be measured and the pressure in the water main indicated. 7. The pressure test shall be made at 1.5 times the normal working water pressure (based on the elevation of the lowest point of the section under test), but not less than 150 PSI. If the Contractor cannot achieve the specified pressure and maintain it for the specified time, with no additional pumping, the section shall be considered as having failed to pass the test. 8. Following a successful pressure test, or concurrently with test, make a leakage test by metering the flow of water into the pipe while maintaining in the wate main and pressure equal to the specified test pressure. If the average leakage during the period exceeds specified the rate of gallons per hour, the section shall be considered as having failed the leakage test. 9. If the section shall fail to pass the pressure test,the leakage test, or both, locate, uncover, and repair or replace defective pipes,fittings, or joints,without extension of time for completion of work. Additional tests and repairs shall be made until the section passes the specified tests. 10. All joints within vaults shall have no visible leakage. Joints from which water continues to run or squirt in an active manner will not be accepted. 11. Upon successful completion of the tests, plugs or caps installed for the testing shall be removed. 12. If, in the judgment of the Engineer, it is impractical to follow the foregoing procedure exactly for any reasons, modifications in the procedure shall be submitted for approval and be made as approved and accepted, but in any event the Contractor shall be responsible for tightness of the line within the above leakage and pressure requirements. E. Before submitting system for final approval of the authorities having jurisdiction, submit to the Engineer a written statement that work has been completed in accordance with the Contract Documents and signed by the Contractor's Superintendent. F. Promptly following satisfactory completion of leakage testing, a report fully describing test • procedure and listing test results shall be submitted to the Engineer and to governmental agencies having jurisdiction.The report shall be signed by the Contractor's superintendent. G. The contractor shall be required to conduct test in accordance with NFPA 24 for all underground piping associated with fire protection. 3.05 DISINFECTION WATER DISTRIBUTION SYSTEM 02666-7 Village at Hospital Hill—Phase I Dietz&Company Architects, Inc. A. Prior to the installation of sleeve-type couplings,the pipe ends shall be cleaned thoroughly for a distance of 8 in. Soapy water may be used as a gasket lubricant. A follower and gasket, in that order, shall be slipped over each pipe to a distance of about 6 in.from the end, and the middle ring shall be placed on the already laid pipe and until it is properly centered over the joint. The other pipe end shall be inserted into the middle ring and brought to proper position in relation to the pipe already laid. The gaskets and followers shall then be pressed evenly and firmly into the middle ring flares. B. After the bolts have been inserted and all nuts have been made up fingertight, diametrically opposite nuts shall be progressively and uniformly tightened all around the joint, preferable by use of a torque wrench of the appropriate size and torque for the bolts. C. The correct torque as indicated by a torque wrench shall not exceed the sleeve manufacturers recommendations. D. An approved tar coating shall be applied on the entire outer surface of such couplings, including bolts,following installation. 3.04 TESTING A. All portions of the water system installed shall be hydrostatically tested for leakage. B. General Test Requirements 1. Piping shall be adequately restrained against movement before testing. Pressure line shall have thrust blocks installed and the concrete shall have attained full design > strength before test pressure is applied to the line. 2. Piping system shall be flushed clean, and sediment, scale, dirt, and debris removed before piping is tested. 3. Adequate provision shall be made for carrying off flushing without causing erosion or other damage. 4. Piping shall be tested before joints are concealed or made inaccessible. 5. Tests shall be made in the presence of an inspector of the authority having jurisdiction and in accordance with the DPW Standards. C. Notice of tests shall be made in writing to the Engineer and the DPW and Water Department, and received by them at least five days before the date of test. D. Hydrostatic and Leakage Tests 1. Testing shall be in accordance with AWWA Standard C600, Section 4, and at test pressure indicated in the DPW Standards. 2. Pressure pipe shall be given combined hydrostatic and leakage tests in sections of acceptable length as the Engineer shall direct. 3. Furnish and install suitable temporary testing plugs or caps; all necessary pressure pumps, pipe connections, meters, gages, and other necessary equipment; and all labor required. WATER DISTRIBUTION SYSTEM 02666-6 Village at Hospital Hill—Phase I Dietz&Company Architects,Inc. B. Ductile iron pipe fittings shall be installed in accordance with the DPW Standards. 1. Bottom of trench excavation shall be kept dry and free of water during pipe installation. Adequate measures including de-watering as required shall be taken to prevent flotation of pipe in the trench. 2. Each pipe length shall be installed to form a close joint with the next adjoining length and bring inverts to the required grade. 3. Each pipe length shall have a firm bearing along its entire length. No pipe or fitting shall be permanently supported on saddles, blocking, or stones. 4. Where indicated, new system shall be connected to existing Municipal Water Distribution System in accordance with the City Requirements. C. Pipe shall be thoroughly cleaned before installation, and shall be maintained free from foreign matter during installation. 1. Where necessary,tight-fitting temporary wood bulkheads shall be employed to close ends of pipeline at end of each day's work. 2. Entire length of pipe shall be thoroughly flushed clean following completion of backfill. D. In any pipe showing a distinct crack and in which it is believed there is no incipient fracture beyond the limits of the visible crack, the cracked portions, if so approved, may be cut off by and at the expense of the Contractor before the pipe is laid so that the pipe used will be perfectly sound. The cut shall be made in the sound portion at a point at lest 12 in. from the visible limits of the crack. 1. Except as otherwise approved, all cutting shall be done with a machine suitable for cutting ductile iron pipe. Hydraulic squeeze cutters are not acceptable for cutting ductile iron pipe. Travel type cutters and guillotine or rotary type abrasive saws may be used. All cut ends shall be examined for possible cracks caused by cutting. 2. The Contractor's attention is directed to the fact that damage to the lining of pipe or fittings will render them unfit for use; he shall use the utmost care in handling and installing lined and coated pipe and fittings to prevent damage. Protective guards shall not be removed until the pipe is to be installed. E. Concrete Thrust Blocks 1. Changes in direction, both vertical and horizontal shall be braced with concrete thrust blocks. 2. Where pipe is being capped for future connection, cap shall be braced with concrete thrust block. 3. Concrete shall meet requirements of Section 03300, CAST-IN-PLACE CONCRETE. 4. Thrust block sizing and installation shall be in accordance with DPW Standards. 3.03 ASSEMBLING SLEEVE-TYPE COUPLINGS WATER DISTRIBUTION SYSTEM 02666-5 Village at Hospital Hill—Phase I Dietz&Company Architects, Inc. 4. Inside diameter of box shall be at least 5 1/4 inch and length of box shall be as required to suit finish ground elevation. 5. Box cover shall be close fitting and substantially dirt-tight. Top of cover shall be flush with top of box rim. Cover shall have a word"WATER" cast into top. 6. Box shall be equal to that as manufactured by the Tyler Corporation. C. For valves installed with depth of cover substantially greater than that specified, extensions, including centering spacers, shall be added to the operation nut assembly to raise the operating nut to a depth below grade equal to that with the normal required depth of cover. 2.03 FIRE HYDRANTS A. Hydrant shall conform to AWWA C502 and local governmental authorities having jurisdiction. Hydrant shall be positive automatic drain type to prevent freezing, and shall have one 4 1/2 inch pumper and two 2 1/2 inch hose connections, National Standard Threads. Main valve opening shall be 5 1/4 in. and valve shall open to left (counterclockwise). Inlet connection shall be 6 in., mechanical joint. Operating nut shall be pentagonal, 1 5/8 inches point to flat and open left(counterclockwise). Hydrants shall be painted in accordance with the City specifications. B. Hydrant shall be City Standard Model or Model K81A Guardian manufactured by Kennedy Valve Co., and shall be approved by the City Water Department. PART 3-EXECUTION 3.01 SURFACE CONDITIONS A. Inspection 1. Prior to all work of this Section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. 2. Verify that water utilities may be installed in strict accordance with all pertinent codes and regulations, the original design,the referenced standards, and the manufacturer's recommendations. B. Discrepancies 1. In the event of discrepancy, immediately notify the Engineer. 2. Do not proceed with installation in areas of discrepancy until all such discrepancies are fully resolved. 3.02 PIPE INSTALLATION A. Piping shall be installed as indicated on the Drawings and in accordance with the referenced DPW Standards. Where exact locating dimensions of piping are not indicated on the Drawings,the Engineer's approval shall be obtained for proposed locations. WATER DISTRIBUTION SYSTEM 02666-4 is Village at Hospital Hill—Phase I Dietz&Company Architects, Inc. A. Ductile iron pipe shall be furnished and installed in sizes as shown on the drawings and in accordance with the latest ANSI Standards'Designations A21.50(AWWA C150)for "Ductile Iron Pipe Centrifugally Cast in Metal Molds of Sand-Lines Molds for Water or Other Liquids." Unless otherwise indicated or specified, ductile iron pipe shall be at least thickness Class 52. 1. DI pipe shall be push-on joint type except as otherwise indicated or specified. 2. CI or DI fittings shall conform to ASA/AWWA A21.10/C100 or ANSI/AWWA A21.10/C110 respectfully,and shall be of a pressure classification at least equal to that of the pipe with which they are used. 3. Gaskets shall conform to ANSI/AWWA A21.11/C11. 4. Inside of pipe and fittings shall be given a cement lining 1/8 inch minimum thickness on pipe 12 inches and smaller in accordance with ANSI/AWWA A21.4/C104. The outside of the pipe and fittings shall be coated with a standard bituminous coating conforming to ANSI/AWWA A21.6/C106. 5. Pipe for use with sleeve-type couplings shall be as specified above except that the ends shall be plain (without bells or beads). The ends shall be cast or machined at right angles to the axis. B. Sleeve-type couplings shall be cast iron and shall be Dresser style. 1. To ensure correct fitting of pipe and couplings, sleeve-type couplings and accessories shall be furnished by the supplier of the pipe and shall be of a pressure rating at least equal to that of the pipeline in which they are to be installed. 2. Couplings shall be provided with epoxy coated steel bolts. 3. Outer surfaces of couplings including bolts and nuts shall be coated with an approved tar coating upon installation. 2.02 VALVES AND VALVE BOXES A. Gate valve shall be iron body, New York Style(Metropolitan Patter)conforming to AWWA C500. Gate Valve shall have mechanical joint ends, interior epoxy coated, 2 in. square operating nut. Valve shall open to right(clockwise). Gate valve shall be designed to be bottle-tight for a minimum working pressure of 200 lb. per sq. in. B. Each valve shall be provided with a valve box. Box shall be 2 pieces slip-style cast iron and shall be an adjustable telescoping, heavy pattern type. 1. Box shall be designed and constructed to prevent the direct transmission of traffic loads to the piping or valve. 2. Upper section of box shall have a flange with sufficient bearing area to prevent undue settlement. Lower section of box shall be designed to enclose the valve operating nut and stuffing box, and rest on the backfill. 3. Boxes shall be adjustable by 6 in. vertically without reduction of the lap between sections to less than 4 in. WATER DISTRIBUTION SYSTEM 02666-3 Village at Hospital Hill—Phase I Dietz&Company Architects, Inc. 3. All water distribution materials and installation shall conform to the requirements of the City Board of Health and Water department Standards. Should discrepancies exist between the City Standards and this Specification, the City Standards shall prevail. For materials or methods of installation not included in the City Standards, but specified herein,the Contractor shall submit this material or methodology to the City DPW for approval prior to purchase and/or execution. B. Inspection and Testing 1. Pipe and fittings shall be inspected and tested at the foundry as required by the standard specifications to which the material is manufactured. The Contractor shall furnish to the Engineer in duplicate sworn certificates of such tests. 2. The Owner reserves the right to have any or all pipe, fittings and special castings inspected and/or tested by an independent testing agency at either the manufacturer's plant or elsewhere. Such inspection and tests shall be at the Owner's expense. 3. Ductile iron pipe and fittings shall be subjected to a careful inspection and a hammer test just before being installed. 1.05 SUBMITTALS A. Materials List After the award of the Contract and before any water system materials are delivered to the job site, submit to the Engineer, a complete list of materials proposed to be furnished and installed. 1. Show manufacturer's name and catalog number for each item, furnish complete catalog cuts and technical data, and furnish the manufacturers' recommendations as to method of installation. 2. Upon approval of the Engineer,the manufacturers' recommendations shall become the basis for acceptance or rejection of actual methods of installation used in the work. 3. Do not permit any water system component to be brought onto the job site until it has been approved by the Engineer. B. Record Drawings 1. During the course of installation, carefully shown in red line on a print of the utility plan all changes made to the water system during installation. 2. Upon completion of the water system installation, these marked plans shall be supplied to the Engineer. PART 2-PRODUCTS 2.01 PIPE WATER DISTRIBUTION SYSTEM 02666-2 Village at Hospital Hill—Phase I Dietz&Company Architects,Inc. • SECTION 02666 WATER DISTRIBUTION SYSTEM PART 1 -GENERAL 1.01 RELATED DOCUMENTS All of the Contract Documents, including the General and Supplementary Conditions, Division 1 General Requirements, apply to the work specified in this Section. 1.02 DESCRIPTION OF WORK A. Work under this Section of the Specifications shall consist of providing all labor, materials and equipment necessary and required to install all of the water distribution and service facilities to a point 10 feet outside the building foundation wall, in accordance with Contract Documents. This work shall include but not be limited to: 1. Installation of water distribution system consisting of excavation, piping, valves and boxes, pipe fittings,thrust blocks, vaults and all necessary and required accessory items and operations including sheeting, bracing, pumping and coordination with interior plumbing and electrical contractors. 2. Furnishing and installation of building water services. 3. Testing and disinfection. 4. Installation of water lines within the Public R.O.W. and/or Easements, including connections to existing water supply facilities. 5. The Contractor shall pay for all costs and fees related to connecting water system to existing services and shall file all applications, details, and drawings, required by the local authority having jurisdiction. 1.03 RELATED WORK DESCRIBED ELSEWHERE Earthwork Section 02200 Paving and Curbing Section 02600 1.04 QUALITY ASSURANCE A. City Requirements 1. The Contractor shall notify the City Board of Health and DPW sufficiently in advance of connecting new or relocated water services to existing water main. All work and materials shall be subject to approval of the City. 2. The Contractor shall be responsible for making all arrangements with the City and State personnel and paying all fees associated with the water system installation and testing. WATER DISTRIBUTION SYSTEM 02666- 1 FF' Village at Hospital Hill—Phase I Dietz&Company Architects, Inc. SECTION 02150 EROSION AND SEDIMENT CONTROL PART 3-EXECUTION 3.05 NPDES CONSTRUCTION GENERAL PERMIT COMPLIANCE Contractor to comply with requirements for the federal EPA National Pollution Discharge Elimina- tion System (NPDES) General Permit for Storm Water Discharges from Construction Activities. Compliance by the contractor shall include, but is not limited to,the following: • Contractor shall prepare and submit the EPA Notice of Intent as required by provisions of the general permit. • Contractor shall develop, implement and maintain a Storm Water Pollution Prevention Plan (SWPPP)that adheres to the requirements contained in the general permit. • Contractor shall adhere to the permit requirements in regard to site inspections and record- keeping. • Contractor shall submit Notice of Termination documentation to the EPA at the end of the construction period. General information in regard to the Construction General Permit, as well as information relating to permit compliance, can be found at the NPDES web site (http://cfpub.epa.gov/npdes). A failure by the contractor to comply with provisions of the General Permit for Storm Water Discharges from Construction Activities in a timely manner shall not constitute grounds for an extension of the con- tract period. EROSION AND SEDIMENT CONTROL 02150- I Village at Hospital Hill—Phase I August 31,2004 Dietz&Company Architects, Inc. • '` 4. For Unit Prices, include the following amounts to be added or deducted from the Base Bid once the final scope of work has been determined in the field. See Section 01270: UNIT PRICE DESCRIPTION DOLLARS IN WORDS DOLLARS ITEM A Masonry Rebuilding $ B Remove and replace damaged $ roof sheathing ADD OR C Remove and replace damaged DEDUCT $ wood flooring in South Home D Masonry Repointing $ 5. In submitting this bid, it is understood that the right is reserved by Hospital Hill LLC to reject any and all bids; and in the event the lowest responsible bid is too high to permit the award of a construction contract,and if a reduction in cost less than one half (1/2) percent of the low bid and less than one half (1/2) the difference between the low and next lowest bid would result in an acceptable award, and acceptable reductions in the work can be identified and monetized by Owner and Low-Bidder, a deductive change order reflecting such reductions may be proposed to the Low-Bidder for concurrent execution with the construction contract. 6. Attached to this Form of Bid is a detailed narrative describing the Bidder's plan for meeting the requirements of Section 13 of the Owner—Contractor Agreement. Specifically,this plan shall include the steps to be taken and resources to be provided to make 15%of employment opportunities generated as a result of the Project available to clients of the Department of Mental Health. 7. The undersigned certifies that he/she is duly authorized to bind the Bidder to the terms and conditions of this bid proposal. Date ,20 (Name of bidder) By Title is Official address: (SIGN ORIGINAL ONLY) FORM OF BID Page2of2 Village at Hospital Hill—Phase I August 3I,2004 Dietz&Company Architects, Inc. FORM OF BID-REVISED TO: Hospital Hill LLC do The Community Builders,Inc. 322 Main Street Springfield, MA 01 105 BID FOR: Village at Hospital Hill - Phase I Northampton, MA BIDDER: Name of Bidder Address City,State and Zip Gentlemen: I. The undersigned being familiar with the local conditions affecting the cost of work, and with the bid package (including Invitation for Bids, Instruction to Bidders, this Bid Form, Form of Contract, General Conditions, Supplemental Conditions, Technical Specifications and Drawings) and Addenda thereto, as prepared by Dietz &Company Architects, Inc.and on file at the Office of Dietz&Company Architects, Inc., hereby proposes to furnish all labor, materials, equipment and services required to construct and complete the project, as described in the Invitation for Bids (including the contents of all documents on file), all in accordance therewith for the Base Bid price of: ($_ ). f.- (Dollars in words) 2. For the Alternates,ADD OR DEDUCT the folowing amounts from the Base Eid: ALTERNATE DESCRIPTION ADD OR DOLLARS IN WORDS DOLLARS NO. DEDUCT One Trench Basement Slab in DEDUCT $ South Home in lieu of new slab. Two Remove and Replace ADD $ basement slab in Nurse's Home. Three Provide floor drains with ADD $ trap primers at every washer/dryer closet in South Home. Four Provide VCT with accent DEDUCT $ border color in all common corridors, in lieu of carpet. Five Delete dishwashers and all DEDUCT associated plumbing and electric. Add base cabinet. 3. This Bid includes Addenda numbers: 0 FORM OF BID Page I of 2 COMMONS TO R111aER TO NEXT APT. NEXT APT. ... , _ P c L 5 APT. PANEL ki:,!:- O • • 0 • ZOO I Alp. .TW SS T E.D PA'R to c., G 5 0 1 APT, PANEL • • "4.00 t „. All• T.P. ______ AC AGO C L (--- sctk t.0 k.t.451 5C 05 US LL‘.c ea. CO NT ROL UNIT....... yTee e <poefr4 '9 ,$ (026 * * * 16 VAC cLAss 7 us. 0 rowoor0mmEN 0' 8011 1BDP,. 117 VAC. 810 9 BIO wow z 71 a A , I ii ° MEW 0 . MEM , y _ tt.c..,o, • FRONT RE AR 1-.0en3Y PgiAEL r.p. 41' PANEL- ' ik,i L----**--- ?0 5s1.0A0LI sO P T I 0 NI cl r. '. 0 - . ... —7-1 T.P. . • BUT TO 5 ^'-' IN - '3301 bUr ON • • 0 0 0 4- ..4... -0 qp c.> I.- ....4- 111111111111111 4444. -a • 0 ------- • ---4■ 4,-. • •40 CuSsi _1 § WIRING DIAGRAM - TALK-LISTEN INTERCOM 5020 CONTROL - DUAL ENTRANCE t . NOTES: 1. ALL. COMMON WIRES 22. GA, UNLESS OTHERWISE NOTED. 2. RUN A.G. wsiiiNa SEPERArE FROM INTERCOM WIFIINCI. 3. WIRE IN ACCORDANCE WITH N.E.C. FOR CLASS 2 SIGNAL. i I I JERON ELECTRONIC SYSTEMS, INC s. . 3554 N. CLARK STREET CHICAGO, ILLINOIS 60657 312-528-4020 1 ' _.................................... ____________.._......................................_ ' PROJECT NO: 20144 SHEET TITLE CAID FILE 20144-SKE-001 SOUTH HOME DIETZ VILLAGE AT HOSPITAL HILL PHASE ONE °Copyright 2004 WIRING By Dieu Architects,Inc • q 1 1:::'..° iii.i RENOVATION AR RIIhts Res4m441• DIAGRAM ' . .. - $ A.,A ......,•• NORTHAMPTON,MASSACHUSETTS C 0 17 HAMPDEN ST DRAWING REFERENCE. i Pw,ri i SKE-00 I •°2 Architects n lu.7 INCORPORATED !gm, SoPiRlioN3GPIELD,MA A (413)733-6798 MARK 0D8A13TI2C*4 ADDENDUM#1 N -- . , z DOOR STYLE SCHEDULE (NURSES' HOME) , \ , , , , , • , , . , , \ , , , 4 I 0 DOOR STYLE SCHEDULE (SOUTH HOME) , . , . , 2 , , \ , , , i , ' , " / ♦ • -6 S 3 4 mg i D I E T Z ` ,I CAD FI E:20144SKA-01( DOOR TITLE VILLAGE AT HOSPITAL HILL - PHASE ONE ''e HP. RENOVATION °Copy ght20W STYLES 01 I� By Diet/&Co.Architects,Int 2 R ',•. NORTHAMPTON,MASSACHUSETTS NI wyhts Reserved. z• , 5I t C 0 17 HAMPDEN ST DRAWING REFERENCE (�,, A Architects 01103 SPRINGFIELD,MA A 08/31/2004 ADDENDUM#1 A-520-B I S�( (�_ I 0 9y�a INCORPORATED (413)733-6798 MARK DATE DESCRIPTION A-520-B2 ��t VVV ��` N k217"—.315' • A C--,:;, :„..1 0 ca o co .P V CONTOUR MUNTIN BAR ALUMINUM: COLOR—IN`ANODIZED (WHITE) g A i 5 i NOTE: THIS IS THE MUNT1N PROFILE FOR ALL OF THE VINYL WINDOWS IN THE SOUTH HOME AND NURSES' HOME BUILDINGS. D I E T Z VILLAGE AT HOSPITAL HILL - PHASE PROJECT NO: 20144 SHEET TITLE ASE ONE CAD FILE:20I44-SKA-009 VINYL 0 I __ RENOVATION °C°FYNSht2004 WINDOW B Dietz 8 Co.Architects,Inc. tttt�� All Reserved. MUNTIN Z.A.3 a ee ••• NORTHAMPTON.MASSACHUSETTS i/ t CO 17 HAMPDEN ST DRAWING REFERENCE. Architects 01 03GFIELD,MA Q 08/31/2004 ADDENDUM#I A-510-BI SKA-09 INCORPORATED (413)733-6798 MARK DATE DESCRIPTION A-5 10-B2 "" '_O" I 07920-02 ^� �� INTERIOR SEALANT r7. r 06100-92 11 I I PT WOOD BLOCKING I ��I� _--1---=::_ 06100-39 •,.■∎C IMAK4t4t4t4t4t4t�tiiE PT PLYWOOD • _ (3/41 4.±...,_._ 07920-01 EXTERIOR SEALANT 08410-01 ALUMINUM STOREFRONT /\ SYSTEM (WINDOW) V (@ 1ST FL ADDITION) O HEAD DETAIL (JAMB SIM) IWETSI 3•_ /\ 08410-01 ..---' ALUMINUM STOREFRONT nil►,f � SYSTEM (WINDOW) ' '! r�«T 0'920-01 __! I•<----- EXTERIOR SEALANT I K l 03450-01 10 • PRECAST SILL WI 111111111/ . ,g mi, 06100-39 -M =.1. PT PLYWOOD (3/4") M■ -I -- 06100-92 we PT WOOD BLOCKING A M R =IN 07920-02 INTERIOR SEALANT Irlikk WINDOW WINDOW SILL 06100-19 (@ ISTFLOORADDITION) WOOD BLOCKING SILL DETAIL 06200-10 T 2 3°- I'0' ®' WINDOW APRON b I E T Z PROJECTNO: 20144 SHEET TITLE 0 1 i I :M.';""":::: VILLAGE AT HOSPITAL HILL PHASE ONE C�DFILE 20144•SKA008 NURSES'HOME •••• RENOVATION ° 'Ar ALUMINUM By Dina a co.Architects,Inc �'_ ,•• "'"gh°Amend. STOREFRONT WIN. NORTHAMPTON,MASSACHUSETTS 51-g# C 0 17 HAMPDEN ST DRAWING REFERENCE ' SPRINGFIELD,MA C KA- Architects 01103 08/31/2004 ADDENDUM#I A 5I 1 BI J o 8822 it INCORPORATED (413)733-6798 MARK DATE DESCRIPTION e' I\/ UNIT LAUNDRY CLOSET f VCT FLOORING SEALANT BED VINYL BASE OAK THRESHOLD (6" WIDE) W/URETHANE FINISH DOOR "a i • i 8 8 I a 1 i D I E T Z VILLAGE AT HOSPITAL HILL - PHASE ONE PROJECT NO: 20144 SHEET TITLE 0 r cADF1LE:zol4a-sKA-oo• SOUTH HOME i •••. RENOVATION °C°Py�Ihtz�, SECTION @ i By Die¢&Co.Architects,Inc.e ... NORTHAMPTON.MASSACHUSETTS All Rights Reserved. UNIT LAUNDRY as ,•5 P * C 0 I7 HAMPDEN ST DRAWING REFERENCE. SK A-c SPRINGFIELD,MA Q 08/31/2004 ADDENDUM#I - A I OI-B2 8c K L► 07 s Architects of l03 �„VVV �" d o INCORPORATED (413)733-6798 MARK DATE DESCRIPTION A-I20-B2 I• i Y FLASHING L 2X4 PT BLOCKING ??; �� r —i .;, ��' FIBER CEMENT PANEL C■■ rm ?0 1"X11.25" FIBER CEMENT TRIM MI �° ■ ,� :::�t� 1"X5.5" FIBER CEMENT TRIM �.. � ���� ��� i (CHAMFER EDGES) ,��'/��••111 v N1 2X4 PT BLOCKING i::•_/►FIBER CEMENT SOFFIT I I/v i��'.�—e�■ FIBER CEMENT TRIM (1"X1") 1I,`IIE: �'' um 0 f=I��►I jr m PT BLOCKING ,�........... iii V FIBER CEMENT SOFFIT ,. FIBER CEMENT TRIM (1X1 ) II FIBER CEMENT BAND 2X4 PT BLOCKING BETWEEN 1-1/2' r-o ® METAL FRAMING PORCH SOFFIT 1 MU mil O all l FIBER CEMENT PANEL 1:11 1"X11.25" FIBER CEMENT TRIM RI ■ (CHAMFER ALL 4 EDGES) i i -:EFL 2X4 PT BLOCKING I 1 t4 lbrAIP --------________ 1 -1 1 C 111 iii I I 1 I I II , ® HBEREMENTBAND Al 1� r= ■■■ � 2X4 PT BLOCKING ��� ` FIBER CEMENT TRIM (1"X1") • IIRIO 2X4 PT BLOCKING BETWEEN Nu METAL FRAMING anPORCH SOFFIT FIBER CEMENT TRIM (1"X2") iii C iii f 1"X5.5" FIBER CEMENT TRIM I ■■■ 1 (CHAMFER EDGES) ..,,_ I"R ■■■��� i 1"X11.25" FIBER CEMENT TRIM ... , FIBER CEMENT PANEL IINI 111 2X4 PT BLOCKING r I O FI:E R CEMENT BAND NOTE: SEE WALL TYPES s /2"= i•.o• ® SHEET(S) FOR WALL I CONSTRUCTION. D I E T Z VILLAGE AT HOSPITAL HILL - PHASE ONE CADF1TNO: 20144 SHERSES � CAD FILE:20144-51cA-00! NURSES'HOME 0 li I ::::.:::::::::: RENOVATION ey Dim&Co.Architects,Inc ADDITION DETAILS _ �I , 3 R " NORTHAMPTON.MASSACHUSETTS Rights g i' t C 0 17 HAMPDEN ST DRAWING REFERENCE, q5 0 SPRINGFIELD,MA 0 08/31/2004 ADDENDUM#1 -- A-46I-BI SK L1 06 22 INCORPORATED 01103 iil VVV ��` VVV a INCORPORATED (413)733-6798 MARK DATE DESCRIPTION EQUAL EQUAL M A ,.,2_-„ ---s 13 1/2" -2" RAILS E- < < 1" BALUSTERS io _) M C i,; \ N3 1/2" . //, i, 3" NEWEL POSTS O TYI"= I'-0"P GUARDRAIL ELEVATION 0 Y e- 1. 4 4 V I 6 NOTE: THESE ARE THE DIMENSIONS FOR ALL EXTERIOR I GUARDRAILS AT BOTH THE SOUTH HOME AND NURSES' HOME. D I E T Z 20144 SHEET TITLE VILLAGE AT HOSPITAL HILL - PHASE ONE CAD FI E S ti :20144KA00: EXTERIOR 0 ' "" EHE RENOVATION °co 1m'2� GUARDRAIL -- By DI=&Co.Architects,Inc �I ; •••i;� A11 Rights Reserved. ELEVATION Z,_3 NORTHAMPTON.MASSACHUSETTS e2: � ,!* C 0 17 HAMPDEN ST DRAWING REFERENCE SPRINGFIELD MA S K A - 05 a#/ Architects 01103 08/31/2004 ADDENDUM#I A-462-131,441-BI & ��(v(>,1 22 o INCORPORATED (413)733-6798 RK DATE DESCRIPTION A-441-B2 j% 1 .w j U/S OF EXISTING JOISTS 3/4" FURRING CHANNELS 1/2" FIRE RATED GYPSUM WALL BOARD BLOCKING WIN ��11 —W12X35 (SEE STRUCTURAL DWGS) Elir FRAMING 16" O.C. IC'l BLOCKING • AFF BsMN •EL +7'-2' 4)AFF (1ST ) , 1/2" FIRE RATED GYPSUM WALL BOARD EL +7-2• O DETAIL(AT FIRST FLOOR) \ O D ETAI L AT BASEMENT) L. 1•=1._0• o r s' r �,��;-- U/S OF EXISTING JOISTS -.4 \ 3/4" FURRING CHANNELS 1/2" FIRE RATED GYPSUM WALL BOARD r BLOCKING W12X35 (SEE STRUCTURAL DWGS)I �i' FRAMING 16" O.C. I.� • ,i BLOCKING •EL +7-2' ODETAIL(AT BASEMENT) 1/2" FIRE RATED GYPSUM WALL BOARD 1.= 1'0" o a• e• r e, r= ,,,,„„„„ , 1 IL, no IIIW -7,-- --,------ 111,-1---ifr-,-„- -7,,,, j/7,,r AL, i_ 4, _ 11 II C . Its ....1 _J A O1ST FL CEILING PLAN L NTS i- 0,I.i ` 1 ti r v y iii %4 v/;!: i IR da i 11 0 BSMT, CEILING PLAN Ir t NTS -a D i E T Z VILLAGE AT HOSPITAL HILL - PHASE ONE C PROJECT NO: SKA- SHEET H H CAD FILE:20144-SKA-00, SOUTH HOME 40 •••• RENOVATION °C°PYN6ht2004 BEAM/SOFFIT WW al Rights ser Architects,Inc DETAILS _w,,-1; ••" ■. NORTHAMPTON.MASSACHUSETTS E °i - C 0 17 HAMPDEN ST DRAWING REFERENCE. �' SPRINGFIELD,MA SK A- °0 Architects 01 103 La 08/31/2004 ADDENDUM#I A 7O 1-62 AND K p 04 �I INCORPORATED (413)733-6798 RK DATE DESCRIPTION A-301-B2 (�'VVV111\ e t I 08110-77 M.,. HOLLOW METAL FRAME SEALANT ------\v BLOCKING 1 . - % '-'—' il.1.11.•14iiiiiiiiiitilllil- q,11 101" 11117.::: , , , , , i i, to co rs ,,,, ,,, , .:.. _,• . .,:. ‘ . , I , . ,, , . , ..„ ..., . . . ,, , , , i , , , . .. , , , .,. ,a , �_ ' ' :,,•.-- i.. SEALANT EXTERIOR TRIM PAINTED SEALANT � JAMB DETAIL (HEAD S I M.) SEE WP.LL TYPES FOR WALL I AT WOOD WALL CONSTFRUCT�ON O d g A i R 0 I 1 1 i a D I E T Z PROJECT NO: 20144 SHEET TITLE .Z VIINOAGIO AT HOSPITAL HILL - PHASE ONE CADfILE:20144-SKA-00: SOUTH HOME o�°Py"g i 3.Arc JAMB DETAIL 8y Dieu 8 Co.Architects,Inc .... _ M Rights iu,erv,d. @WOOD WALL 0 II !Q 3 ••"• NORTHAMPTON.MASSACHUSh 11 S •pYQ 4 } C 0 17 HAMPDEN ST DRAWING REFERENCE SPRINGFIELD;MA Q 08/31/2004 ADDENDUM#I A-520-B2 �. INCORPORATED (413)733-6798 MARK DATE DESCRIPTION ., a 06100-46 PT NAILER 06100-46 i (3/4") -- PT NAILER c 07460-01 (3/4") , FIBER CEMENT PANEL -06200-28 COMPOSITE TRIM (5/4") c 05500-01 METAL COLUMN (4" X 4" OUTSIDE DIMENSION) 07920-03 EXTERIOR SEALANT AND BACKER ROD .. • • - • SEE STRUCTURAL DRAWINGS . • �js,� 4.i / - FOR ALL CONNECTIONS 0 ©© 0 O COLUMN DETAIL — C''::'-e I .. , ' II ICS C I se O R I I E J l :I OCOLUMN LABELS NOT TO SCALE is D I E T Z VILLAGE AT HOSPITAL HILL - PHASE ONE PROJECT 20144 SHEET TITLE Y .... .... CAD FILE:201: 201 -00.' NURSES HOME 0 oChem&12004 COLUMN DETAIL RENOVATION By Chem&t 2 Architects,Inc I '••''••'• NORTHAMPTON.MASSACHUSETTS MI wihts Reserved. 11:e F C 0 17 HAMPDEN Si- DRAWING REFERENCE °�' SPRINGFIELD,MA SKA- 02 Architects 01103 � 08/318004 ADDENDUM#I - A-46U-BI J 2122.d INCORPORATED (413)733-6798 MARK DATE DESCRIPTION C:', I .1:3 I / \ 1 II I • I 1 /' / .• 1 —— — U/S OF SOFFIT .'..• a. I 0 7'-2" A.F.F. •.. ..• Ci0 U/S OF SOFFIT ...:. .• v o p 0 7'-0" A.F.F. • . I . . I I I I. -C-' . FLOOR PLAN - UNIT 208 O CLG. PLAN - UNIT 208 A0 2 4 4`— i' 0 1' 2' 4' /-SOFFIT SOFFIT SOFFIT I 1 ■ ,rte• , wa}zb lri2w .611830 1 II \ 7 :. 0 8 11 /l I I II 1 ' ❑ / EILe Mt' r____ ___ i ¢¢¢ ''' UNIT 208 SIDE SPLASH O UNIT 208 CDI /4'= -0" 0 1' 2' 4' 2 1/4"= I'-0' 0 1' 2' 4' i. D I E T Z VILLAGE AT HOSPITAL HILL - PHASE ONE CADFIT201 20144 SHEET NURSES'CAD FILE:20144-SKA-00 t 0 i 7 22; ...• NURSES'HOME RENOVATION 2004 UNIT 208 F B Dka 8 Co.Architx[s,Inc A,f CC••`• , NORTHAMPTON.MASSACHUSETTS A1,IOYht Reserved. KITCHEN 1 ON# C 0 17 HAMPDEN ST DRAWING REFERENCE Architects 0103GFIELD,MA Q 08/31/2004 ADDENDUM#1 A-120-BI/A-720-BI SKA- 0 I 2 � a INCORPORATED (413)733-6798 MARK DATE DESCRIPTION A-43 I-B I T 1 " ' E . CONN C L — *OR EA. SIDE 1/4 — TS/4X4pA,FCOLUMN 22(XXS55EE1�2LXAgN) W/ (2) 3/4" A325 BOLTS 0)3 CAP PLATE DETATL 46 1" = 1• 2 8 D I E T Z VILLAGE AT HOSPITAL HILL - PHASE ONE CADFIT20I 20144 SHEET RSES'TITLE CAD FILE:20144-SKS-002 NURSES'HOME •••• RENOVATION °�Ieu&Co.Ar CAP PLATE By Diea&Co.Architecu,Inc • ••• NI w;hu Reserved. DETAIL ��� ,• NORTHAMPTON.MASSACHUSETTS El!" k •••C 0 17 HAMPDEN ST DRAWING REFERENCE SKS-02 SPRINGFIELD,MA Q 08/31/2004 ADDENDUM#1 S 460-81 S KJ o2 Architects oll03 �a o INCORPORATED (413)733-6798 MARK DATE DESCRIPTION 4) EXISTING SCToA OPENIN ED I ' D LANSING'®STAIRC� rlitHIAINVISITlipluG, 001 AlING•jr . a ..4 a • • -1•. a d a I 8D xQ. : 1LE �F •a • I I — • I I • d X 1 /4 ;'�C4 SILL —EXIST MqS gE RING ., _ D' W `I//``' o 1Sic WALLS AT STABS A J IL ll ,.e AS. NCH S s 2"ryO IC ® WALL BEYOND SUPPORTING NEW JOISTS 2 i 1 131 r = 1, 2 8 J., B i I 1 • 6 s I E T Z VILLAGE AT HOSPITAL HILL - PHASE ONE CAD 20144 SHEET TITLE .... '-.. CAD FILE:20I44-SKS-001 SOUTH HOME RENOVATION oCietz&o2.A' SECTION @ �I B Dietz$Co.Architects,Inc _ R " NORTHAMPTON,MASSACHUSETTS NI Rights Reserved' BATH IN STAIR ,:T C 0 17 HAMPDEN ST DRAWING REFERENCE• nw' SPRINGFIELD.MA C KC O I ° Architects 01103 08/31/2004 ADDENDUM#I - S-I3O-B2 J J 22 INCORPORATED (413)733-6798 LURK DATE DESCRIPTION i l , 411111111111111111111111111111111111111111111111.1......W ,.,.. 1 FOOTING DRAIN, IIPP T .. See 1 /L10 NEW 8" 0.1 i _ , PLANTER DRAI WATER SER -., ‘ i See 1 /S3 21 .19 FOOTING D' ,. ' -1•':4-‘-..077.ci:r6.-11 , - FFE .,_.• - '''.9 ....:,....... 1 )11ii _...- .....,..._ ' -1 -1 .1_,,i !. '-,:115 1 DRAIN '. 1 . CLEANOUT, See 2/L10 k o " R.=20_5.0502 I—20 3. See 5/L10 \I:SAN. S :CLEAN dill SCALE 1"=20' t= =, ..:-. PLANTER SEE ARCH DRAWINGS ...:(: :. IIIF 11117=31IF Ill :111-7;:::::.::- Ci ..;:.:1:f-:?•=7"-IR=7-7-IIIII-- -a iii-fr:fill _ _ ......,.. ACCESSIBLE RAMP ,::..•:: U11=- --- 111111-11111: 7111P-IN-=':''..' Air ..,.., - - - - - ....;,, Ailld• SEE ARCH DRAWINGS :::,.', _Nil_11111_1011_19 11_111 r 11-=7.,_ 11 ....,.:-: ... ... -.-:...- , -,....; .,. ..: ...., ',:-,-,----, FILTER FABRIC :...,•, ;:-:.'"..."'• ,k,.... • -. . .:...", 3/4" COARSE GRAVEL •--- 6" PERF. PVC PIPE • --.1:.;':. 1111-=\ 111111 I I , -N - ,..,.. ••• .. - . l- -/■,* TIE INTO PROPOSED ilignilIMIW.4:+72z=_-IIIII-- ---- -... ",. FOOTING DRAIN SEE PLAN 1 Planter Drain ,....,s 3_....„2 Not to Scale • . PROJECT 20144 SHEET TITLE DIETZ i VILLAGE AT HOSPITAL HILL- PHASE ONE CAD FILE NO WORM (D Upright 2004 PlaiturDrin ell 'I:1:TO:- RENOVATION , By Dietz&Co.Architects,Inc. 1 11 ••••'7-i: 11 go C 0 iffliriMain ((HAMPDEN ST 8/3E/04 I ADDENDUM#1 mras.st,Resorted. DRAWING REFERENCE: SPRINGFIELD,MA SKL03 i p Architects 3103 L-102 - 11 INCORPORATED (413)733-6798 , DATE DESCRIPTION — — ' - N BITUMINOUS CONCRETE CURB TYPE 2, MHD STANDARD BITUMINOUS CONCRETE WEARING COURSE MHD STANDARD CLASS I, TYPE |-{ BITUMINOUS CONCRETE BINDER COURSE , .. MHD STANDARD CLASS |. TYp� |-| U J COMPACTED GRAVEL BASE COURSE, 95% MIN. DENSITY 11111 11111 11 mulumni 1111----- c- - `' ` - ' ' c�� c. � / \—� r-r cz k_7l_}{] \`'c- � ���` \U||=--- ;ill -\|0k|// - |||//- | |// 1h| //- |||// |\h II -Iii// =�_U h || |U|\- /|| --|U|\ - U \ - |U\\-- MI- /|\ -- |/|| |- UNDISTURBED OR COMPACTED 5oOGRADE | / LEJz~ N|N�C ���O��TN �U|| _ ������ CAD FILE ��m ���K���ur Aoki KDUVA(0M ' By Dietz&Co Arc/Weds,w" ��0 f --- ' --- — —w� CO nwMPDmp mmm ADDENDUM DRAWING m�m� �N Architects SPRINGFIELD. SKL-02 W�--� �E L~102 "uaz INCORPORATED w13)733-6798 DATE DESCRIPTION . ` ' , .. ^° w J N CI_ J awa w 0 Cr (n O CK (11 M CC J a (i IY 0 — �t z U 0 CC J J w (i 0 c> o0 � 0 Z � � �� I- aZ CC °w = Q] z Oa 5cDZZ VI al- ln w p w K U J Z ZO — J V W CJ•Z ,_ w < m ¢ z a O O o < 0 0 o a C Q m a ?� M- U Z ¢ U Oa^ m O Z 0 Cr p U Z �' 0 0 tall 0 = U D W C_ v H w U _I I_ 1- 00 Z - � OU(nJ I- � orn aoow d ZZw to Z Dcr D o > � � °o Mwm z IIII �w ° • =III w III =____ /// 9\\ 4 I j, r, -1111 / �i� � . ' IIII = \ /, // /,, -11IIM. ,� \/ , - =III- �/ =�i _ 1 Il-111,-11 II 1I --11 \ \ N \r)\ \ — \ \ \ Z X , CN M 11 ° ETz VILLAGE AT HOSPITAL HILL- PHASE ONE CAD D FILE, , 2D144 SNEEfIDLE ...' fIIE @ @DWGNANE DpdBiDI(�bI•0 .... RENOVATION By Dietz& ....:.,..0,-.. By Dietz&Co.Architects,Inc. dM Mt,.i ' All Eghtt W,mrd. iii 1 113 e L° OHAMPDEN SF 9/31/04 ADDENDUM#1 DRAWING REFERENCE: ►v it SPRINGFIELD.MA SKL-01 R Architects DuD3 L-103&L-401 f INCORPORATED (413)733.6199 MARK DATE DESCRIPTION f. 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I 0 IS Village at Hospital Hill August 31,2004 Dietz&Company Architects, Inc. 1.92 Sheet E-10I-B2. Relocate panels similar to addendum EL-101-B2. 1.93 Sheet E-10I-B2. At Units 101, 102& 103 delete the intercom stations at both entry doors and replace with door bells and bell see drawing E-502-B2 for details. 1.94 Sheet E-101-B2. At the Mechanical room delete the intercom station. 1.95 Sheet E-I20-B2. Relocate panel PP22 to the living room side of wall and located in the full size wall 1.96 Sheet E-140-B2. Add 3 outlets and feed them from OP2 from 20A/IP breaker in OP2 with branch circuit'/," C 2#12#12G. INDEX OF ATTACHMENTS: L-103RI 'GRADING AND UTILITIES PLAN'(24X36 SHEET) L-AD I 'ROAD PROFILE' (24X36 SHEET) SKL-01 'DUCT BANK DETAIL' SKL-02'BIT CONC CURB DETAIL' SKL-03 'PLANTER DRAIN' SKS-01 'SOUTH HOME SECTION @ BATH IN STAIR' SKS-02'NURSES' HOME CAP PLATE DETAIL SKA-01 'NURSES' HOME UNIT 208 KITCHEN' SKA-02'NURSES' HOME COLUMN DETAIL' SKA-03 'SOUTH HOME JAMB DETAIL @ WOOD WALL' SKA-04'SOUTH HOME BEAM/SOFFIT DETAILS' SKA-05'GUARD RAIL ELEVATION' FOR BOTH BUILDINGS** SKA-06'NURSES' HOME ADDITION DETAILS' C4-11,1 SKA-07'SOUTH HOME SECTION AT LAUNDRY' SKA-08'NURSES' HOME ALUMINUM STOREFRONT WIN.' SKA-09 'VINYL WINDOW MUNTIN' SKA-I 0'DOOR STYLES' SKE-001 'SOUTH HOME WIRING DIAGRAM' FORM OF BID—REVISED SECTION 02150—EROSION AND SEDIMENT CONTROL SECTION 02666—WATER DISTRIBUTION SECTION 02730—SANITARY SEWAGE SYSTEM SECTION 07620—SHEET METAL FLASHING AND TRIM SECTION 08711 —ADDENDUM TO DOOR HARDWARE ASBESTOS ABATEMENT SCHEDULE—Reissued for clarity. END OF ADDENDUM NO. I ADDENDUM NO. 1 Page 6 of 6 Village at Hospital Hill August 31,2004 Dietz&Company Architects, Inc. 1.61 Sheet EL-I 10-BI. In Unit 104 relocate panel PPI4 to the new wall opposite of the current location on the wall of the closet facing the living room. 1.62 Sheet EL-110-B1. In Unit 105 relocate panel PP15 from the masonry wall to the new wall by the stove counter facing the living room. 1.63 Sheet EL-110-B1. Remove"OC"light fixture at entrance 116 and replace with (2)two "OA"at each side of door. 1.64 Sheet EL-110-B1. In Unit 104 change type"A"fixture in kitchen by sink to type"C"and locate is under the wall cabinet above the sink. 1.65 Sheet EL-120-B I. In Unit 204 relocate panel PP24 to the.new wall opposite of the current location on the wall of the closet facing the living room. 1.66 Sheet EL-120-B1. In Unit 205 relocate panel PP25 from the masonry wall to the new wall by the stove counter facing the living room. 1.67 Sheet EL-120-B1. In Unit 202 relocate panel PP22 from the masonry wall to the new wall by the stove counter facing the living room. 1.68 Sheet EL-120-BI. In Unit 204 change type"A"fixture in kitchen by sink to type"C"and locate under the wall cabinet above the sink. 1.69 Sheet EL-120-BI. In Unit 208 relocate PP28 to the bedroom closet wall facing the hallway. l.70 Sheet EL-I20-BI. In Unit 204 provide a type"C"light fixture located under the wall cabinet above the sink. 1.71 Sheet EL-130-B1. In Unit 304 relocate panel PP34 to the new wall opposite of the current location on the wall of the closet facing the living room. 1.7 Sheet EL-130-B1. In Unit 305 relocate panel PP35 from the masonry wall to the new wall by the stove counter facing the living room. 1.73 Sheet EL-130-B1. In Unit 302 relocate panel PP32 from the masonry wall to the new wall by the stove counter facing the living room. 1.74 Sheet EL-I30-BI. In Unit 304 change type"A"fixture in kitchen by sink to type"C"and locate is under the wall cabinet above the sink. 1.75 Sheet E-110-B1. Note that the Fire alarm panel should only be located at main entrance no annunciator needed. 1.76 Sheet E-110-B1. In Unit 107 add heat detector. 1.77 Sheet E-120-B1 & E-130-B 1. Add pull stations at entrances of Units 203 and 303. 1.78 Sheet E-120-B I &E-130-B I. Add strobes in bathrooms of Units 206 and 306. 1.79 Sheet E-110-B1 &E-101-B I. Relocate panels similar to panel relocations made in the addendum for EL-1 10- BI &EL-10I-BI. 1.80 Sheet E-110-B1. Relocate the Knox box to below intercom box,see Architectural interior elevations. 1.81 Sheet E-110-B1. Relocate "GFI"outlets in kitchen areas to counter space to avoid conflicts with kitchen appliances where applicable. Quantity will remain the same. 1.82 Sheet E-120-B1. Relocate panels similar to panel relocations made in the addendum for EL-120-B1. 1.83 Sheet E-120-B1. Relocate"GFI"outlets in kitchen areas to counter space to avoid conflicts with kitchen appliances where applicable. Quantity will remain the same. 1.84 Sheet E-130-B I. Relocate panels similar to panel relocations made in the addendum for EL-130-BI 1.85 Sheet E-130-B1. Relocate"GFI" outlets in kitchen areas to counter space to avoid conflicts with kitchen appliances where applicable. Quantity will remain the same. 1.86 Sheet E-140-BI. Install six outlets "GFI"type located along the walkway of each attic wing, 3 on each side evenly spaced. Add a circuit to 20A/1P breaker in OP I with branch circuit'/," C 2#I2+#12G. 1.87 Sheet EL-101-B2. On the basement floor plan Relocate PP I I, PP 13, PP 14,and PP 15 to the laundry closet walls facing the entrance doors and dining rooms 1.88 Sheet EL-I01-B2. On the basement floor plan relocate PP12 to the stairway wall facing living room on first floor. 1.89 Sheet EL-10I-B2. Change"OA"type to"OC"type at all overhangs. 1.90 Sheet EL-10I=B2. The 4"OA" lights fed by circuit OP2-33 are located at the Kiosk and should be changed to type"OC". 1.91 Sheet E-101-B2. Note that the electrical first floor plan outlet and mics fed from OP2-33 are located at the Kiosk,the base plan for the Kiosk is missing from this sheet. ADDENDUM NO. 1 Page 5 of 6 Village at Hospital Hill August 31,2004 Dietz&Company Architects, Inc. 1.34 Sheet A-46I-BI,see SKA-06 Nurses' Home Addition Details for revisions to the addition detailing,including the fiber cement trim banding and porch Soffit details. 1.35 Sheet A-463-B I,see landscape drawings for planting bed drainage and SKL-03. 1.36 Sheet A-511-BI, see SKA-08 for revisions to details C7&A7. 1.37 Sheets A-5_I I-B1 &A-51 I-B2,at both buildings,windows located in common stairs or at the bottom of unit stairs or whose bottom sill is less than 19"above the floor shall be provided with tempered glass. 1.38 Sheets A-520-BI &A-520-B2, provide detail at door jamb/gypsum board as shown on attached sketch,SK-A- 03 in lieu of joint shown on the Drawings,typical for similar door details G7/A-520-B1,E7/A-520-BI, G3/A- 520-B2&A3/A-520-B2. 1.39 Sheets A-520-BI &A-520-B2,see SKA-10 for revisions to the door styles for both buildings. 1.40 Sheet A-710-BI,sheet keynote 3. Underside of ceiling @ 8'-2"+/-should be sheet keynote#4. 1.4 I Sheets A-101-B2&A-120-B2,see SKA-07 South Home Section at Laundry for the floor detailing at unit laundry closets. 1.42 Sheet A-10I-B2, reference corrections. At the front entrance into Unit 102 the reference I/S-501-B2 should be I €/S-50I-B2. 1.43 Sheet A-101-B2, note that kitchen elevations are on sheet A-430-B2. 1.44 Sheet A-101-B2,wall type corrections. In Unit 101's Kitchen on the sink wail,wall type 15 should be wall type 34. 1.45 Sheets A-101-B2&A-IO2-B2, Note that all bathroom walls and ceilings to receive moisture resistant fire rated gypsum wallboard. 1.46 Sheets A-170-B2,A-20 I-B2,A-202-B2,A-301-B2,&A-530-B2. Note that all gutters are 6"and downspouts are 4"x 4". 1.47 Sheets A-201-B2&A-202-B2. Note that the rectangles to the right of the doors on E2/A-20I-B2 and E2/A- $1774, 202-B2 are the locations for the intercom panels. See electrical drawings for additional information and SKE-01 for the wiring diagram. 1.48 Sheet A-301-B2. Note that the ceilings will have %2"Fire rated gypsum wall board attached to %"furring channels fastened to the existing framing. See the wall types sheet for additional information. 1.49 Sheets A-30I-B I &A-701-B2,see SKA-04 for beam/Soffit details where portions of the existing bearing walls are being removed. 1.50 Sheet A-410-B2. Note that sheet keynotes#1 pointing to the roof on C I &C3 should be#3. Also,delete sheet keynote#3 on column detail F7. 1.51 Sheet A-430-B2,on elevation G3 delete upper cabinet W3330 and replace it with a W 1830,a filler piece and a CW24x30(as indicated on G5). 1.52 Sheet A-440-B2,add to sheet keynote#7 sheet detail EI/A-50I-B2. 1.53 Sheet A-520-B2, note that all metal frames should be 6-5/8", if frame shown is larger/smaller reduce/enlarge the frame from the side that the finish is adjacent to. For example on A3 where the wood trim butts into the side of the frame reduce the frame size to 6-5/8"which will shift that side up increasing the size of the trim. 1.54 Sheet A-520-B2, see SKA-03 for revisions to detail D5. 1.55 Sheet A-530-B2, note on detail G7 there should be a gutter where the keynote is pointing. 1.56 Sheet F-101-BI, remove sprinkler under the landing of common Stair B. The landing below the stair is concealed and therefore does not need to be sprinkled. 1.57 Sheet F-101-B2& F-120-B2, remove sprinklers under the landings of common Stairs A&B and below the landings of all unit stairs. The landings below the stairs are concealed and therefore do not need to be sprinkled. .58 Sheet EL-101-B I &EL-10I-B2. Refer to drawing L-101, 102,and 502 for type, quantity and locations of site lighting. Electrical contractor to furnish and install lights and poles,light bases provided by others. Feed all lights with 3#8+#12G. in I"Schedule 80 PVC from respective house panels OPI and OP2,see panel schedules. 1.59 Sheet EL-I0 I-B I & EL-10I-B2. Refer to drawing LD-101 for locations and lengths. Install 2—4"C for utility power duct bank with pull string and 2—4"C for telecommunications,duct bank. 1.60 Sheet EL-101-BI. In Unit 102 relocate panel PP12 from the masonry wall to the new closet wall on the hinge side of the entry door off of the common stair. ADDENDUM NO. 1 Page 4 of 6 Village at Hospital Hill August 31,2004 Dietz&Company Architects, Inc. southwest corner of South Home, HDPE pipe in roadway replaced with RCP&new planter drain added at South Home. 1.7 Sheets L-103&L-40I. See SKL-01 Duct Bank Detail. 1.8 Sheet L-102. See SKL-02 Bit Conc Curb Detail&SKL-03 Planter Drain. 1.9 Sheet S-130-B2,see SKS-01 for detail revision at the South Home Bath in common stair. .10 Sheet S-460-B I,see SKS-02 Nurses' Home cap plate detail pertaining to the porch addition. .I I Sheet AD-110-BI,add sheet keynote 20. Remove existing concrete swale at base of wall. 1.12 Sheet AD-110-B1,AD-120-B1 &AD-130-B1,sheet keynote"8. Saw cut masonry for window opening. See window schedule." Should be pointing to the new cut in'the existing wall, not to the adjacent existing window that is to be removed. 1.13 Sheet AD-130-BI,add sheet keynote 13. Existing wall finish to remain. This keynote should be pointing to the common stair walls of Stair A&Stair B as well as both sides of the fireplace area in Unit 307. 1.14 Sheet A-I0I-B1, Reference corrections: Note that the reference calling out the Elevator and Machine Room [018] should read A6/A-450-B I not A6/A-460-B1. 1.15 Sheet A-101-BI,Wall Type corrections: Note that in Sto. [021]wall type 7 should be wall type 25. In Stair B[022]wall type 10 in the exterior wall can be deleted,the doorway was infilled under a previous contract. 1.16 Sheet A-101-B1. at Mech [026], note that sheet keynote'2'should be sheet keynote'7'. 1.17 Sheets A-10 I-B I,A-110-BI,A-120-B1 &A-130-81. Existing laundry chute to the left of Sto. [017]to be removed from the basement to the 3rd floor. Remove existing steel chute, provide fire blocking at each floor and remove door and cover opening with gypsum wall board. 1.18 Sheets A-10 I-B1,A-1 10-B1,A-120-BI,A-130-BI,A-10I-B2&A-120-B2. Coordinate all chase sizes and locations with M/E/P drawings. 1.19 Sheet A-1 10-B I, Reference corrections. At Stair B [115]the reference labeled ! I/S-502-B I should be referencing the section thru the areaway wall net the stair. 1.20 Sheet A-110-B I,A-120-B I &A-130-B1,Wall Type corrections: Change wall type 4 at all unit baths on the plumbing wall to wall type 4A, all baths are to have moisture resistant fire rated gypsum wall board. 1.21 Sheets A-120-B1,A-431-BI &A-720-B1. See SKA-01 for revised kitchen layout for Unit 208. 1.22 Sheets A-170-B1,A-201-B1,A-202-B I,A-30 I-B 1,A-46 I-B I&A-530-B1. Note that all gutters are 6"and all downspouts are 5"x 4". 1.23 Sheet A-201-B I,Sheet Keynote modifications. Note 35 should be. 35. Planter,see landscape drawings for details. 38 should read Seal and cap entire top of existing chimney. Keynote 081 10-I 1 should be 08550-01. 1.24 Sheet A-30 1-B1, note for the basement floors: The Base Bid will be the finish floor material over '/+" plywood underlayment(below vinyl only)on %" Homasote,over a vapor barrier on top the existing concrete floor. The Add Alternate will be removing the entire existing concrete floor. After the floor is removed it will be constructed of the following;the finish floor,over %" plywood underlayment(below vinyl only) on top of a new 4"concrete slab on 2" rigid insulation over a vapor barrier. 1.25 Sheet A-30I-BI,sheet keynote in the attic space of the wall section should be#1 I not#I. Remove existing blocking. 1.26 Sheet A-30I-B I, note that wall and ceiling construction is just for reference,see the wall type sheets for actual details for construction. 1.27 Sheets A-430-B1,A-43 1-B I&A-430-B2, provide an under cabinet light at all sinks that have cabinets above them. See electrical drawings for more information. 1.28 Sheets A-44 I-B I,A-462-B I &A-441-B2, see SKA-05 Exterior Guardrail Elevation for the sizes of the metal guardrail posts and rails,for all exterior locations at both buildings 1.29 Sheet A-450-B 1, note that the 2hr shaft wall construction on sections Al &A4 shall be constructed with 6" shaftwall stud size. 1.30 Sheet A-450-B I, note sheet keynote should read as follows. 8. Install rodent/insect screen across gooseneck opening. Install glass across 2/3 of the gooseneck opening. 1.31 Sheet A-460-B I, detail G7 sheet keynote 3 should say see structural drawings for connection details. 1.32 Sheet A-460-B I,see SKA-02 for the column base detail and column line designations at the Nurses' Home porch addition. 1.33 Sheet A-460-BI,wall type sheets take precedent over the wall construction shown on this sheet. Refer to the wall types sheet for wall construction and ceiling construction ADDENDUM NO. 1 Page 3 of 6 Village at Hospital Hill August 31,2004 Dietz&Company Architects, Inc. 1.7 Section 07411, Metal roof Panels, page I I, remove Items 3.7 C., Gutters and 3.7 D., Downspouts from Section 07411 and insert into Section 07311,Asphalt Shingles. 1.8 Section 07460 "Siding", Part 2, Products; add Section 2.5, Composite Trim. The manufacturer for this item will be Miratec or Architect-approved equal. This item will be used at all exterior composite trim locations where shown on the drawings and not noted as fiber cement trim or coil stock clad trim.The keynote on the drawings that references this item is 06200-28 Composite Trim and typically occurs at the exterior columns at the addition on Nurses Home and South Home, soffit trim, see drawings for other locations. 1.9 Section 0871 I"Door Hardware", 3.7 Door Hardware`Schedule. Add to Hardware Set 4A Door 027 Maintenance Rm. 1.10 Add Section 08550, Custom Aluminum Clad Wood Windows. This Section shall consist of the following: Provide Pella Architect series (or Architect approved equal) custom window to match existing window size and muntin configuration. See window schedule for approximate size. 1.11 Section 08560, Vinyl Windows, add the following: General Contractor shall be responsible for supply, installation and coordination of window panning,as shown on the Drawings. Window panning shall be as specified in section 07620,Sheet Metal Flashing and Trim,included as a part of this Addendum. 1.12 Section 08560, Vinyl Windows, add the following: Windows shall include muntin bars, installed between glass panes in all double hung windows to allow for a 6 over I muntin configuration. Other windows to contain muntins are as shown on the Drawings. Muntin bar size and profile shall be as show on sketch, SKA-09, included in this Addendum. See drawings for configuration. 1.13 Section 08711, Door Hardware, Item 3.7 Door Hardware Schedule, add the ADDENDUM TO SECTION 08711 —DOOR HARDWARE, included in this Addendum. 1.14 Section 09911, Exterior Painting, Item 3.6, Exterior Painting Schedule, Item D., add the following: Steel x ' Substrates (including steel lirtels). 1.15 Section 09911, Exterior Painting, delete all references to painting masonry or concrete. 1.16 Section 09912, Interior Painting, Item 1.2, B., "Related sections include the following", add the following after Item 3.: (Window painting occurs only at interior of one custom clad wood window in attic of Building I). 1.17 Section 09912, Interior Painting, add the following: At interior stairs, sand and refinish existing wood handrails. Add the following to the Finish Schedule: H. Existing Natural Finish Wood Trim and Wainscot: Provide the following finish systems over existing varnished natural finish wood surfaces: a. Satin Finish Varnish: I finish coat over spot primer. i. Preparation: Clean with mineral spirits and then scuff sand. ii. Spot Prime with same product as finish coat b. Finish Coat: Waterborne, varnish finish applied at spreading rate recommended by the manufacturer. REVISIONS TO THE DRAWINGS 1.1 Sheets S-00l&S-002; correction to the note pointing to the window. It should state that the only window caulking to be abated is at all basement windows and windows being enlarged or reduced. All other caulking shall be covered with brake metal panning. See elevations and window details/schedule. 1.2 Sheet G-005, change keynote 06100-92 Pt Wood Blocking to Pt 2x4 blocking. 1.3 Sheet LD-101,add General Note I I. Note existing tunnels have been backfilled and sealed at the buildings, therefore,are not included in this phase. 1.4 Sheet L-502 detail I/L9, GC to coordinate cast iron downspout connector boot shape between downspout and cast iron shoe and cast iron shoe to drainage pipe. 1.5 Sheet Addition of L-AD I 'Road Profile' (24x36 sheet) 1.6 Sheet L-103,see the attached L-103R I (24x36 sheet)for revised items consisting of: revised road grading, relocated sewer service from South Home,Sanitary manhole invert adjustments,new catch basin added at ADDENDUM NO. I Page 2 of 6 3 - O5O Village at Hospital Hill August 31, 2004 Dietz&Company Architects, Inc. ADDENDUM NO. I oaa -0087 Iq 31 -19 Village at Hospital Hill—Phase I n� I Northampton, Massachusetts v� Project#20144 Dietz&Company Architects, Inc. 17 Hampden Street Springfield,MA 01 103 413-733-6798 GENERAL This Addendum shall supplement, amend and become part of the Contract Documents. All work called for shall comply with requirements specified for similar work unless otherwise described. The following addendum modifies only those specific items described herein. I. NOTE: BID DUE DATE HAS NOT BEEN CHANGED. General bids are still due at 2:00 PM September 9th at the offices of Dietz& Company Architects. 2. Bidders: are cautioned to base their price only on the written construction drawings, project manual and addenda. Verbal responses made by the Architect, Consultant, Owner are not binding, unless confirmed in writing by addendum item. 3. Bidders shall submit all questions in writing, no telephone calls please. Requests for information shall be faxed to the Architects office at(413) 732-4385. 4. The following packages are to be added to the Bid Documents: A. See Index of Attachments below. REVISIONS TO THE SPECIFICATIONS I.1 Invitation to Bid, page I; Change the last sentence of the first paragraph to read as follows: "The work is estimated to cost$4,600,000." 1.2 Form of Bid, Delete Form of Bid, found in the Specifications in its entirety. Submit the Form of Bid — Revised,as attached in this Addendum. 1.3 Section 01500, delete all references to site fencing. The GC will be responsible for securing the site from trespassing,vandalism and theft and can erect site fencing at their discretion. 1.4 Section 01210,Allowances, Item 1.2 A.,delete existing item I and insert the following: 1. Include within the base bid price the allowance quantities as specified in the attached schedule. 2. Refer to Division I Section"Unit Prices"for modification of these quantities during construction. 1.5 Section 01230,Alternates,add the following: E. Alternate No. Five: Deduct Alternate: In all units in both buildings, delete dishwashers and associated plumbing and electrical. Provide 24"base cabinet in its place. 1.6 Section 01270, Unit Prices,add the following. D. Unit Price No. Four: Re-pointing Unit Masonry: I. Description: Provide cost for masonry re-pointing beyond work shown and described on Drawings. ADDENDUM NO. 1 Page I of 6 •