The URL can be used to link to this page

31B-157 , . . 1 . ) VII Copy 1A, :Cost • , - 14 . r 0 —( 6 C .,A6/4-... . . - 0 a) o c 0 6 co o 1 , 7 5 , 1- .-7. ' 2 .... r, , .. . < 2 d /r .,...........„„... 1 0 N, 1 = < ___,_—_..._ - — WRAP FILTER FABRIC 0 BACK TO FOOTING \ r CONCRETE SLAB , / W \ I , \ i 1 , , cc 00 I V' M \ i r - 6 MIL POLY VAPOR BARRIER I 2' INSULATION i 4"0 RIGID \ I t t PERFORATED P S 1 11, f PERIMFTER ---\\\ / I ( , DRAIN \ . 2 CO LL.1 Lll rn (/) Z ,- 2 FY a > c.2 l - • / 2 7. 9 Z — , // i —\\-- — • / . \ aw g .,,,o .'' ,T "1,`, :"--, ........... / / \ PROVIDE 3/4" CRUSHED STONE \ 72 7, 5 7 / / 1 \ UNDER SLAB / / 1— ..,, (3) #4 BARS --/ PROVIDE 4" LAYER 1 Li '`‘.? \-- FILTER FABRIC BELOW STONE 3/4" CRUSHED STONE -- UNDER ALL FOOTINGS Z ,.. ) ' /..t.. co 0.) gUi En9 /74)/). Copy- l 0 - r . 3- to c 0 6 co D I Cf F tC:Ai ST 12 -ee... T 1 3 1 13 --i 5 f. , , A ' ' ' N P,, 0 c LC rj \ \ 1 g, 1 , 2 REVISED FOOTING SCHEDULE BOTTOM OF FOOTING s \:. ,.._ MARK DIM. DEPTH REINFORCEMENT ELEVATION , K a ? L-1 F 1.3 16" WIDE () -I 2" 244 B/\kS f 1 I B 0 T I Oki SEE PLAN ,I, ' / co c° f 06 F 2.0 24" WIDE 0'12" 4 BAB'S (a; F;OT1 OM SEE PLAN S F 2x2 2' x 2' 1' 0" N/A 127.67 / '72 em F 4x4 4 ', e," / 4:-6" 1' 0" #5 ©, 12" O.C. E.W. I-2-776 /27 ?2 , 0 ic, . [LI LLI _tt LIJ -, 0 > F 4x8 4' x 8' 1' 0" #5 @ 12" O.C. E.W. 4246-7 / 7 ' 74 w .,_>• 0 < c, w -. 1 1 • t.] ; „ ) CI . 7 1- ' 7) / tt , , 11.1 ( D -. ? (/) „, 0 Z t _ z 2 /..J cv 1 14' 9" Al'' PAINTED Sll_ / \ PAINTED GUARDRAIL - -, ' . ; GWB CLG. i PAINTED - GWB CLG. �— �� \ 1 8:: \ 3 1, 2 o --- PAINTED � / _�. 8 1 '- I 1 - III i,-. ; , GWB SOFF IT f- f . I @ BAY WINDOW rc) �i EL. = 138.97 - I . \ T 1 FIRST FLOOR ,1_1 o PAIN LLD 1 GWB �J r-; EXTERIOR/ WALL MNT'D - , aT COVERED RAILINGS, ., 1_,..i BIKE - v> BOTH SIDES 7 Q- RACK RAMP DOWN , EL. = 1.52.55 — — - LOBBY FFE ` \__ LOW WALL, PAINTLID CWB BOTH SIDES WITH WOOD CAP TO _ MATCH LOW WALL CO 3 SECTION RESIDENTIAL RAMP ON GROUND TI - SCALE v4" o V -o° _A � i F o r d G i l l e n A r c h i t e c t s , l n c. 98 KING ST. NORTH II Rev. Date .. ... -, ... NORTHAMPTON MA ob No : 2901 Date: 6/14/10 409 Main Street Amherst MA 01002 r� scale: As NOTED tel 413- 253 -2528 fax 413- 256 -1553 email fgaoffice @fordgillen.com File File Name Drawing No ■ u 1 .SECOND FLOOR PLAN .1 . SCALE 1/8' = 1 ,_ 0 ;, -- - - - --- I f 1 1 - -- - 4 I _ """c 0 1/4 OUTSIDE FINISH - - - - - - --- - - - - -- f A il 3(, 10 4" FDGE Of IN1ULATION lU' -1" 11 TREADS @ 11" EA I Iff' , _ _ __ ___ ____ , 1 1 1 1 1 1 1 I 1 1 1 I _ - - -`1 _ 1 1 1 1 1 1 f 1 1 1 1 1ON 1 1 1 1 1 1 1 1 1 1! 1 V - — L-L- i >->- 1 L 1_ i - 12' S 1/2 -1 - L IN I UP DN) 1 STAIR / I 1,,,___!_ r UNIT 1 R AI LING 1 li — - = -- CF. 206A] CJ i i — 230 S.F. DN Ell i 209 � �� / C l_ � j- I ii �21 II 1 II 1 U i I ��— q— — II 1 21 1) _� 4 COQ; � IDOR 213 J.C. ` Ill ...... . a �_rn, _ 202 1 r _ _s .. -- - 214 [202 o BATHRM < J 2068.. Z � z UNIT 4 ......,.1 .. @ . @. f. — F o r d Gillen Arch 1 t e c t s, I n c. 98 KING ST. NOR7H Rem Date NORTHAMP - rON MA don No 2901 Data: 6114/10 409 Main Street Amherst MA 01002 — scale; as NOTED K.4 tel 413-253-2528 fax 413-256-1553 email fgaoffice©fordgillen.com F ile. File Name Drawing No vlismoraimismi Th .'4Fi ./L I; /// . \.<- _••_ , _ , ,, A _, 'I I 1 J30213. ( F, Ii — ALT. BID, N6,2: vv. U� ' 1 1 14 "X10" RUNT, INATTIC ' o r i \ AL T. BID I ' 0, 1 - No.2: _ 12 "X �21' BRR UNIT 7 FD , I )A I re - ` 20 �FM I)� gIV 1 302A 11 0 / it 1 1 ALT. BID No.2: I 1 . 14 "x10" DUCT ALT /BID No.2,: j J ` CHASE UP 1 "'x10" DN.' r 4 " DN. T I STAI' 2ND LR. 1 � I _ I 0 O 1 @ ) r1tii 1 . 1 '-'7,, 1590 BTUH \� 1 �/ 0.16 GPM GENERAL NOTES ... 1 C) 10 "x4" WALL CAP WITH 02 5 /" PEX DOWN. O FINAL CONNECT 10 "x4" ® 10 "x4" DUCT RUN IN SO O %$" PEX UP TO RADIAT © 10 "x4" EXHAUST UP TH THIRD FLOOR PLAN SCALE Y4" = 1' -0" REVISED HVAC THIRD DATE : 06 -11 -10 SKETCH NUMBER : - y/ utiDGREN & S RIE P.C. FLOOR PLAN SCALE : % ° =1' -0" T KING STREET RENOVATION J iV T T AT7��,T DRAWN : MJC PHONE: (413) 732 -4336 FAR: (413) 731 -0788 98 KL1 LT EL:T D T V 495 COTTAGE STREET SPRINGFIELD, MA 01104 O CHECKED : DJD 0 1 NORTHAMPTON MA, 01060 G L ! L _ -. 1 - i� iL v i 1LE : 1850H2 1 i , 2120 BTUH cc ® I i (6) 5 /" PEX UP ®V i ' 0.21 GPM , I I j I I � - 2120 BTUH 'P � — , ` ,� A fl � � I S T ` - 2 i � ! � 4.D I 1 : • � ' . _,, , 0.21 GPM _ _ __ _ _ - = = = ;1 1 ∎ 1 I \\., — mi 1 1! A Ji 7 I � t ! - --- - • 1 I 11, T/ — _ =_- 1Ooi i ■ -- _ - -____ ��....�.�� 1la � (4)5/8'. P. �. .:ill, is -t___, 0 , I PLATFORM 1 102B i t ! f l REVISED HVAC FIRST FLOOR DATE : 06 -11 -10 SKETCH NUMBER PLAN SCALE : % " =1' -0" �OL3RENT S� P.C. I'I Ali 4 DRAWN : MJC PHONE: (433)) 732- 43 FAX (413(413) 731 -0788 435 COTTAGE STREBP SPRINGFIELD, HA 01104 - 98 KING STREET RENOVATION CHECKED : DJD i �' T NORTHAMPTON, MA 01060 e if DWG FILE :1850H1 11 Li l fi I t NDGR.EN Sz. SHA P1 ES, Re. Consulting Engineers 435 Cottage Street, Suite 1, Springfield, MA 01104 -4005 Phone: (413) 732 -43361 Fax: (413) 731 -0786 98 King St., Florence, MA Project No. 2901 ADDENDUM NO. 6 June 11, 2010 CHANGES TO DRAWINGS DRAWING FP 1.1 1. First Floor Plan — ADD a Note "4 ": "Furnish and install dry sprinklers to serve the new porch at the new bike storage area. ". DRAWING P 1.1 1. Ground Floor Plan — ADD the following Note to the existing 4" sewer entrance: "Furnish and install a new back water valve equal to Watts Model BY -240 to the existing 4" sewer entrance. ". DRAWING 11 1.1 1. REFER to attached Drawing SK -H -1 for revised piping at the new Lobby 105. DRAWING H 1.3 I . REFER to attached Drawing SK -H -2 for relocated radiator in Stair 1. white background, black vinyl lettering; installed on project site during full construction period & visible from street; listing all project funding sources, architect, GC, Govenor, Mayor,owner, etc. must be listed. Specific wording by owner ". Sign material to be PVC or MDO primed and painted 2 coats each side," 6.07 09650 Resilient Flooring , 2.02, Vinyl Composition Tile, item B., Omit in entirety and replace with the following: " B. Product: Armstrong Excelon Stonetex, or equivalent by Azrock, Congoleum, Tarkett, or VPI, colors to be selected by Architect." CHANGES TO DRAWINGS Item # Drawing Description 6.08 A.1.1 Detail 1 Ground Floor Plan, add the following note: "Provide (2) window wells 8' long x 3' deep. Window Wells to be 6" poured concrete to below frost line on 12" footing. Top of concrete to extend 4" above grade and have camfered finished edges. Inside face of concrete to be finished with stucco to match foundation wall. Top of gravel to be located 8" below window sill." 6.09 A.1.2 See attached SK.4, re: stair 2, added stair tread/riser 6.10 A.3 1 Replace Detail 3 with attached, SK.5, section @� residential lobby 1 � See attached Changes to Drawings issued by Lindgren & Sharpies 98 King Street Street Renovation Addendum No. 6 rage 2 of 2 Ford Gillen Architects, Inc. 409 Main Street Amherst, MA 01002 Tel 413- 253 -2528 98 King Street Fax 413- 256 -1553 g fgaoffice gfordgillen.com Northampton, MA Project No. 2901 Kathleen E. Ford, AIA Bids Due June 18, 2010 William V. Gillen, AIA June 14, 2010 ADDENDUM NO. 6 The original drawings dated May 17, 2010 & specifications dated May 17, 2010, are hereby amended as follows. Receipt of this Addendum shall be acknowledged by inserting its number in the space provided on the Bid Form. This Addendum consists of 3_ pages text, and _4_ pages of 8.5 x 11 sketches. CLARIFICATIONS TO SPECIFICATIONS & DRAWINGS: Item # Section /Dwg. Description 6.01 09650 Where rubber floor is specified, provide rubber base. Where vinyl floor is specified, provide vinyl base. 6.02 09650 For interior ramp, provide rubber flooring as specified for stairs in 2.07. 6.03 All exterior wood posts to be finished with 3 /4" Hardie Board 6.04 Both Stair 1 &. Stair 2 have 17 risers and 16 treads between 1s & 2nd floors CHANGES TO SPECIFICATIONS Item # Section Description 6.05 01030 Alternates, add the following "Alternate 6: Foundation Drainage: Groundwater Pump system (Decision to be made after site excavation determines groundwater elevation.) Provide 6" PVC pipe in gravel around perimeter of building for continuous foundation drainage. Windopw wells to connect to foundation drains with stone. Foundation drains to outlet to a 10 ft. deep waterproofed manhole south of the new exterior ramp in line with the front foundation wall at King Street. Install 1/2 hp submersible pump, 120 gpm, in chamber with 2 ft sump below float switch. Myers MW50 or equal. Outlet pipe 2" pvc pressure pipe, _. approximately 80 ft to catch basin in the NW corner of the King St/Trumbull — Road intersection. Provide power as per manufacturers recommendation. 6.06 I 01500 Temporary Facilities 2.18 Temporary Sign, add the following: "Contractor to provide and install a 4 X 8 X ' / " project sign with 4" letters, 98 King Street Street Renovation Addendum No. 6 Page 1 of 2 7 > C) C) CD - - O a O m T '1 i Iii B I °' �._ ' II r Co I / I �� FI I - B• �/ 1 T F IRM� �' I i �� r I� SS/ I� ' I O I ,- � j m - 4 -R L!IAD- UNIT 9 CE ER9 — —� 304A CORRIDOR — I ' 301 i I N. b A ®� . j !I 1, _ 4 / 1 1 N B • -I: 1 — (� �;� � IRM /ADE 2 UNDE CABINET Ali , LIGHTS, SU�'ITCHED. FEEDF ROM r ©j F EPTACCI F CIRC(JIT. cc { � { ,� i' FI I< o � l, HOOD „......7L.,,,„_,,,,.._„...„,,..) ,.; o Ii I! L I III : I t E if lull j r l OP -21 j I • 1 / I I DN I I I � -----.. . D,_ i l l -.1 I ' -- g- I.I I I C 1 I i j l l j DN i STAIR - 1 � I I y l i l 1 I . . _,T I 1 • { ADDENDUM No. 5 DATE : 6/10/10 SKETCH THIRD FLOOR REVISION NUMBER : / /LI DGREN & ap.PL pC. SCALE : 1%4 "= 1' -0" CONICILITS* INGEREIERS DRAWN : WAC PHONE: (413) vsz —ssse FAX: (419) 731-078e 98 KING T G STREET RENOVATIOI\T 495 COTTAGE STREET SPRINGFIELD, 11A 01104 CHECKED : EOL, NORTHAMPTON, MA g 1 � ti: FI E: 1850 s J Fi D n m 3 O n 0) co 1 1111111111M1 O � n 1 7 n 111 m o 1I �� II I �I !! 1I p II ! II I I , 1 I I I I I II l ' I ii 1 1 ION -- II II C IR __ #_ .% D -I l 1! n r ,/ 0, l - LUP D N1 J ' 1 /Al? I I I ! 'i 1 1 1 rn UP I � 1 -I1 OP- 3 - GFI GFI' / / rn / Q 11- i t L " \1 1 1 1,/ n ' C / I PROVIDE 3FT. UND �I �� ,1 I CORR FOR 8 i lI CA NET LIGHT, 1 1 li► . [ 1 201 N) ` WITC FEED 1 . o ; I FROM RECEPTACLE' K � / I B 1 fill HOOD ' J.C. �/ (' II ; O 202 . D � A ( --, ' / t 1 h .--- ! 1 11 I ! 1 J I I I� f 6 I 11 / I f�^_71 1' es — — — — LOAD !) (2 (16f3 j CENTER 4 1 DBTNS PAN I 1 i i',�- �; � all �I l f I (/nJar- \p U I hf ADDENDUM No 5 • i DATE : 6/10/10 1 SKETCH amrcr�r SECOND FLOOR REVISION SCALE : 1/4 " =1' -0" NUMBER : SH AR . P.C. PC. ' DRAWN : WAC PHONE: (413) 732 -4336 PAX: (413) 781 -0786 I 90 KING S TREET RENOVATION 495 COTTAGE STREET SPRENEM.D. 16A 01104 CHECKED : EOL NORTHAMPTON, MA ,+, DWG FILE E I SDU � t. l.� : 1bJU { _ | -_~~_-`�- = . |— --------�---- ��— - ---- - • • k ~----0P'27 �_ , ~_~~----_--_--_-_-----____-- ■ - �W-- ---_____/�)___- '____ 8 - C OP-3. J.C. 165 Gi g _ ! PUBLIC TOILET OP . F32# I ( -C1), i' _ i • rii411 ___ 1 113 — - • c 7/ ,„ / r , OD IV 0 OP-42 k ___ 1 \ GARDEN \ , , . .... , , ,.,, ,. ELL 3-500 kcmil, #3C TO SERVICE DISCONNECT ALL WORK FROM SOLAR ARRAY TO CONNECTION AT CIRCUIT BREAKER IN OP WILL BE PROVIDED BE THE SOLAR PV VENDOR d Z ti o :3 o . w .--' z Qua w u; DC H Q ¢ w —.. K LI Q oo Q 0 �a ARRESTOR PRODUCTION METER � O AC ) d Q SOLAR ARRAY PASS OXRU INV 'TER 000000 ^ PANEL OP Z Z DC E- UT) 60A, 2 POLE r___, BREAKER PROVIDED up cn AC SURGE WITH PANELBOARD P 0 DC GROUNDING ELECTRODE CAPACITOR j > #6 BARE COPPER u n AC GROUNDING ELECTRODE ;, 1 v 0 F a w ADDENDUM #5 0 Page 2 cap, fire dampers, and controller ". SECTION 261000 ELECTRICAL 1. Subsection 1.18 ALTERNATES, ADD paragraphs B. and C. (paragraph A. is included in Addendum No. 1): "B. Alternate No. 4 shall be the additional lump sum price for providing the solar photovoltaic system specified in addendum No. 1 and as shown on SK E -2 included with this Addendum. In the Base Bid, include providing the 60 amp, 2 pole breaker in OP. C. Alternate No. 5 shall be the additional lump sum price for providing the wiring systems serving ERV -1, including the branch circuit feed (circuit breaker to be included in Base Bid) and the control wiring between the ERV -1 and its wall mounted controller ". 2. In ADDENDUM NO. 1, "CHANGES TO THE SPECIFICATIONS ", Section 261000 ELECTRICAL, Item 2, make the following CHANGES: a. In the title, CHANGE "Alternate No. 1" to Alternate No. 4 ". b. DELETE all references to "Massachusetts Solar Collaborative" and "Massachusetts Solar Initiative ". The applicable Government program is "Commonwealth Solar II ", administered by Massachusetts CEC. c. In Sub- section C.9, CHANGE "NEMA 12" to "NEMA 3R. DELETE "interval data meter" and insert "digital display meter ". d. Sub - section C.12, DELETE in its entirety. e. In Sub- section C. "Meters ", DELETE in its entirety and insert "The PV vendor shall provide a revenue Grade digital display m at e r." f. In Sub- section D. "Structural Requirements ", the second paragraph applies to the PV array and its above - the -roof support structure, not the structural roof framing. g. ADD the following sub - section: "G. The PV vendor shall apply for any grants available from the Commonwealth Solar II grant program and the SREC program at the time of construction. Grant proceeds shall be paid directly to the Owner." Page 2 DRAWING E 1.2 1. In the closet of Units 4 and 8, CHANGE light fixture designation from Type "K" to Type "L ". 2. In Unit 3, ADD one duplex receptacle above kitchen counter between range and sink. 3. In Unit 6, on the south wall, ADD one duplex receptacle between the light switch and the refrigerator. 4. PROVIDE two empty 1/4" conduits from attic space at west end, down in north wall of stairway, terminating above OP in Room 103. DRAWING E 2.1. 1. DELETE "Photovolatic System Riser Diagram" and replace it with the sketch included with this Addendum. 2. On all panelboard schedules, DELETE reference to "conduit" for branch circuit wiring. Branch circuit wiring may be Type NM, with Type SER cable for range circuits and feeders from OP to unit load centers. 3. In "OP ", change circuit breakers for pole nos. 21 and 23 to 20 A -1P. Change circuit breaker for pole nos. 58 and 60 to 60 A -2P. CHANGE ALTERNATE No. for ERV -1 from 1 to 5. 4. In "LC1 ", ADD note "Panels LC -3 through LC 10 are the same as LC -1 ". 5. In "LC -2 ", CHANGE description at poles 6 and 8 to "Wall Oven ", with 3 - #12 + #12G feeder. 6. Note "ELECTRICAL SERVICE ONE LINE DIAGRAM" included with this Addendum. CHANGES TO THE SPECIFICATIONS SECTION 23300 HVAC 1. Subsection 1.22 ALTERNATES, ADD Paragraph B. (paragraph A. is included in Addendum No. 1): "B. Alternate No. 5 shall be the additional lump sum price for providing energy recovery ventilator ERV -1 together with its associated ductwork, registers, roof ff LINDGREN & SHA PLEB, RC. Consulting Engineers 435 Cottage Street, Suite 1, Springfield, MA 01104 -4005 Phone: (413) 732 -4336 /Fax: (413) 731 -0786 98 King St., Northampton, MA Project No. 2901 ADDENDUM NO. 5 June 10, 2010 CHANGES TO DRAWINGS DRAWING H 1.2 1. On both second and third floor plans, CHANGE references to "ALT. Bid No. 2" to "ALT. Bid No. 5 ". DRAWING H 3.0 1. In the "Energy Recovery Ventilator Schedule", designate ERV -1 as included in ALTERNATE BID No. 5. DRAWING E 1.1 1. CHANGE light fixture designations as follows: a. In Room 007A, CHANGE Type "G" to Type "H", b. On Fornt Porch, CHANGE Type "H" to Type "I" c. At Residential Entrance and at back door, CHANGE Type "I" to Type . J" d. In Room 004, CHANGE Type "J" to Type "K ". e. In Room 008, CHANGE Type "G" to Type "K ". £ In Room 106 Residential Lobby, CHANGE Type "L" to Type "M ". g. In Room 105, Jan. Closet, DESIGNATE fixture as Type "K ". 2. In Unit 1, ADD one duplex receptacle centered in the wall on the right upon entering the unit. 3. In Room 103, feed lights from circuit OP-35. • 1 4 „ SEALANT AS REQ'D UNDERSIDE OF � STRUCTURE ABOVE 5/8" SCHEDULED GW© 1 HR. RATED WAt__ - -- CEILING /SOFFIT 5 51 2x4" WOOD STUDS 16" 0 C - - - - - 5/8" TYPE X GW6 �I SCREWED 12" 0 C. -- 1/2" RESILIENT CHANNEL 3 1/2" ICYNENE INSULATION SEALANT AS RLD'D FINISH FLOOR — I 51350 _005 ( 2 ONE HOUR WALL A.1.3� - SCALE Fora Gillen Architects , I nc. Rev Date 98 KING ST. NORTH NORTHAMPTON MA yob No 2901 Date: 6/10/10 _ —._- 409 Main Street Amherst MA 01002 \ scale: As Noreu tel 413-253-2528 fax 413-256-1553 email fgaoffice @fordgillen.com �l Lile: He Name Drawing No a / / Nyiii/ / y / , ,; �vJ 4� 44 '' y,, o 7 , // s, , „� � y ..: '3 4 q ,r/ v " -"i ( , ;G / 5 i 5 1s y / t' ,4 , sa -,-. f P / ', ', is, p/r t" y € „w/ - '/ �� i � r � /...� . % � / " ;5, /�6 �� -s �� / �� n ��. ' � • a ; § .. . . G ,lid / / �/ f , ✓q f / /',�yCi% / l , /, � / / � � �i 6 i �. / w <.. : qy . -.,r li -r 1 ,.iy 5 y Vi c, � iy F l „,,,, ma _ ,yy _ 0 4: . j a r i 9 r , , a . /%, , k f aS j / , - .: �Ig < : t y�, q q� l �y i i, ; Y ii4.4, vrry s may ( v > s�R, v / , u �� a a q i E %wa$a r �.' � ; ex { to ' j f, t i i ! .. .,. , Y 4 , i l ✓ �, ✓race g x .. HI j i ,i' J t, / `"moo , 0y s . / f<cv' , / �) �£1 `;t1� ' --; vw i 1 , 9 4i('i �� , . , � '� ,” r y/,y' : , '�'6 � � biz .(, ;4,; a-, � f 2� -..., ' a,�„ jr�r A did Fv „ o f II { � i I a a �� vas, r ,. // fi ' �,. I sir c /2y / 4 .., I � ; ;' d ry ` ° .;�;? 111 i .<xuz 7. .p; / .r,„,,,:,„,..,-„,...,;„.„,;,,a„,,,,,,,,,,,,,„,,,, ` il ` � ,:. .. r y ,,,,,,✓v. ✓� fy; { q / i ^ " "r z x r.p .x y 0 , y " / / ' / ��`` l // / k F o,,,- 1 . i::i: f V/ irss sa i vsira / / � r0:00;.,40010;43"), � yr - ; ;,- " , '" , ", ; ::::::;;',U.1, 'f' � , / - �i ' !4 y r " . ' sh?.,r%� 4 / / ' l c / tai / e r r r= / f 1 .. } ` " .' %/ � 's . _ m' o a 3 F RONT PORCH S1AIR RAILIN =ROP1T RAMP�PORCH RAILINGS //I" HANDRAIL, 36" ABOVE NOSINGS, RETURN i0 POSTS, 1 j4 -" HANDRAI 26" ABOVE NOSINGS, R ETURN TO POSTS, 1-1/2" CLEARANCE. 1 - 1 /2" CLEARANCE. 2" SCE. TUBE POST vv/ WAGNER BC2020 CAST IRON BALL AP ' S0 TUBE LI_Y WEL POST W/ WAGNER #BC2020 CAST ON BALI_ L )LL 2 WEI RFD TO POSTS . C; UDED TO POS S. Y, S0. SOLID PICKETS MAX. SPACING 4" AS PER CODE WAGNCI� STYLE 3474 BRACKETS TO HOLD 1 1 f RAILINGS, CAP ( WELDr =i) TO POSTS AND SET INTO RAMP WITH NON SHRINK GRO UT N 6 � MIN. EMBEDMENT, TYPICALK FOR ALL RAIL OC IOS. ( 5 A s\ 3/ SCALE 1/2" = T -0" TYPICAL EXTERIOR RAILINGS y, SI,i. SOLID PICKETS MAX. SPACING 4" AS PER CODE -- — - - - - - -- 98 KING Ford G i l l e n A rchitects ,) n C KING 31. Rev. Pate NORTH NORTHAMPTOIVMA / JohNo: 2901 1� ❑rile: eiioiao i S Fc, 2 -- - - - - -- 409 Main Street Amherst MA 01002 scale ns Noreo tel 413 fax 413-256-1553 email fgaoffice ct7r fortl File File Name Drawing N 3 I /2 12 f NOTE: 7" MAX. RISER HEIGHT, 11" MIN. 1 '1 0" SQUARE STL TREAD DEPTH AS PER CODE, SEE FLOOR 1 , PICKLTS 4" I PLANS & BUILDING SECTION FOR SPACING MAX . } CONFIGURATIONS PAINTED, IYP. ll ' — NOTE: = WALL MOUNTED RAILS TO BE 1-1/4 STEEL c-- , L PIPE PAINTED W /JUI-IUS BLUM BRACKETS _Q - Q 19 X Q 0 U 1 — 1 4" STEEL PIPE � � I ;,, i, ;1 HANDRAILS, PAINTED 1 f FLOOR STRUCTURE CONTINUOUS ' - GUARDRAIIL: 1-1/4" ST EEL PIPE HANDRAIL, . I MAINTAIN 1-1/2"- , I —� WITH l2" STL PICKETS 4" SPACING CLEARANCE �'� I MAX., PAINTED TYP. I v-) i L/ I PAINTED WOOD STRINGERS, TYP. '1 v I ■ y W / GWB FINISH ,1 1 I I y UNDERNEATH. TYPE X GWB REQUIRED WHEN FINISH IS TO OCCUPIED SPACE BELOW. = 1 S .I 1 , YP. LANDING R 1 1 WOOD STRINGERS EACH SIDE ,i %' � I , 1 1 OE STAIR I ; 4 TYPICAL STAIR + RAILING -------------------- �, A73 j SCALE 1/2" = 1' -0" 2 X 8 WD JOIST LANDING FRAMING 1 1__ - -- O.C., FYI? - Ford Gillen Architects, I n c. :JU {) Rev Date KING ST. NOftTN ....._ _ NORTHAMPTON MA j" ,-- got, No : zsol r Da 6 /1017 __ SKA 409 Main Street Amherst MA 01002 Scale: ate: te_ As NOTED 10 0 Id 413- 253 -2528 fax 413 -256 -1553 email fgaoffice @fordgillen.com Flee: Fie Name Drawing No. Install clean unblemished break- formed or pre - manufactured drip edge, flashing, valleys and wall flashing where required. Material Gauge Color Style /Size Drip Edge Aluminum 0.019 WhiteVerify L+R5"D Style Step Flashing Aluminum 0.01 .9 Bronze Verify 2- 1/2 "x2- 1/2 "x7" Wall Flashing Aluminum 0.032 BronzeVerify 4 "X5" custom Valleys Closed Cut Plumbing Flanges Aluminum standard mill finish 2 -4 ", 1 -3" minimum Verify colors with Architect. All flashing to be installed under original, siding. All plumbing flanges to be located and installed during roofing. 4.08 08710 3.07 Hardware Sets: make the following changes: Hardware set #4: omit `passage lockset' and replace with `privacy lockset' Hardware set #8: omit `privacy lockset' and replace with `passage lockset' CHANGES TO DRAWINGS Item # Drawing Description 4.09 A1.3 _ Add Detail 2, as per attached SK.3 4.10 A.2 Detail 4, West Elevation : note: "insert the following after the word `Entrance' of note — "New Metal Roof over Patio Entrance." Provide cricket between south eave of patio roof and wall of lobby addition. 4.11 A.3 Detail 2, Building Section. add the following general note: "A11 dropped beams below the ceiling line to receive 5/8" GWB wrap finish ". 4.12 A.3 Add detail 2, as per attached SK.1 Add detail 3, as per attached SK.2 98 King Street Street Renovation Addendum No. 4 Page 2 of 2 Ford Gillen Architects, Inc. 409 Main Street Amherst, MA 01002 Tel 413- 253 -2528 Fax 413 - 256 -1553 98 King Street fgaoffice @fordgillen.com Northampton, MA Project No. 2901 Kathleen E. Ford, AIA Bids Due June 18, 2010 William V. Gillen, AIA June 10,2010 ADDENDUM NO. 4 The original drawings dated May 17, 2010 & specifications dated May 17, 2010, are hereby amended as follows. Receipt of this Addendum shall be acknowledged by inserting its number in the space provided on the Bid Foi This Addendum consists of _2_ pages text, and 3 pages of 8.5 x 11 sketches. CLARIFICATIONS TO SPECIFICATIONS & DRAWINGS: Item # Section /Dwg. Description 4.01 Species of the new wood floor is ASH as specified in section 09550 4.02 Re: dust sampling due to the past removals of plaster, it is recommend that contractors include any additional testing that they feel is required in their base bid. 4.03 FFE for residential lobby is 132.55. Coordination with L.1, A.1.2 and structural dwgs• will be done for contract construction set. 4.04 f I lnderlayme_nt for 2 " & 3 floors to be i on t of existing T &t: subfloor to be '/ " plywood as specified. New underlayment to be provided for entire floor area of each floor. 4.05 Base cabinets for all bathroom to be the same specifications as kitchen cabinets and same specifications for countertop. P. Lam for bathrooms will be color 1 and P. Lam for kitchens will be color 2. 4.06 A.2 Cladding for residential lobby addition is to be Hardi plank clapboard on all four exposures as indicated in section 5 on A.4. CHANGES TO SPECIFICATIONS Item # Section Description 4.07 01030 Alternate No. 3,omit "as per attached section 07300" and add the following: "Install fiberglass roofing shingles atop #15 felt. Regardless of pitch, underlay eaves of all slopes with ice and water barrier to a point 2' beyond the inside face of the exterior walls. Underlay all slopes under 4/12 with ice and water barrier. Underlay all valleys with ice and water barrier. Flash skylight with ice and water barrier before installing metal flashings. Life years 30. Brand Tamko or equal. Style Architectural (no shadow line). Color TBD. Valley Closed Cut. Pipe Flashings Included. Metal Work - Drip Edge, Flashing, Caps: 98 King Street Street Renovation Addendum No. 4 Page 1 of 2 Ford Gillen Architects, Inc. 409 Main Street Amherst, MA 01002 Tel 413 -253 -2528 Fax 413 -256 -1553 98 King Street fgaoffice @fordgillen.com Northampton, MA Project No. 2901 Kathleen E. Ford, AIA Bids Due June 18, 2010 William V. Gillen, AIA May 28, 2010 ADDENDUM NO. 3 The original drawings dated May 17, 2010 & specifications dated May 17, 2010, are hereby amended as follows. Receipt of this Addendum shall be acknowledged by inserting its number in the space provided on the Bid Form. This Addendum consists of 1 pages text, and 1 pages of 11 x 17 sketches plus (3) pages of 24 x 36 drawings. CLARIFICATIONS TO SPECIFICATIONS & DRAWINGS: Item # Section /Dwg. Description 3.01 All corner cabinets specified shall be blind cabinets. 3.02 Plumbing coordination with ceiling soffits and existing joists can happen in the field during construction. CHANGES TO DRAWINGS Ste f Drawing Descrip 3.03 S1.1 Revised first floor framing : PDF is formatted to print 11 x 17 3.04 A.1.1 -- A.12 Revised Floor Plans (PDF's formatted to print 24 x 36) include - revised layout in residential lobby /stair configuration to include access to the first floor commercial - revised FFE's on all floors, raising the (existing) finish floor level 6" - lengthening of ramp at front porch on first floor - revised Stair 2 configuration on 2nd floor - revised configuration of Unit 4 on the 2nd Floor 3,05 A.1.3 Roof Plan: PDF formatted to print 24 x 36 3.06 A.6 Door Schedule, Add the following "Door 108, same specifications as Door 201 with 2' -8" door Door 109, same specifications as Door 201" 98 King Street Street Renovation Addendum No. 3 Page 1 of 1 LEAD PAINT c. Wipe all remaining surfaces and objects in the work area, except for carpeted or upholstered surfaces, with a damp cloth. Mop uncarpeted floors thoroughly using a mopping method that keeps the wash water separate from the rinse water, or using a wet mopping system, d. Perform cleaning post renovation cleaning verification in accordance with Article 3.4 for all interior work areas. C. Equipment to be utilized in connection with work, waste collection or that will or may come in direct contact with the site contaminants shall be decontaminated poor to leaving the site to prevent migration of contaminated residues from the project site. D. Clean the work site at end of each day's activities when work is in progress. Secure the building to prevent entry by any person after termination of workday. Clean durable equipment, such as power and hand tools, generators, and vehicles monthly. E. Perform work without contaminating the building environment. This includes interiors of ductwork, outside containment locations, machinery and equipment and any other release into unregulated spaces. Make right and clean up of any such contamination at no additional charge to the Owner. 3.6 WASTE MANAGEMENT AND DISPOSAL A. Store any collected lead -based paint waste from renovation activities under containment, in an enclosure, or behind a barrier that prevents dust and debris and prevents access to the waste, at the conclusion of each work day. B. Contain waste to prevent identifiable releases of dust and debris during transportation. C. Dispose of waste materials, whether hazardous, non- hazardous or regulated in accordance with all laws, and the provisions of this Section and any or all other applicable federal, state county or local regulations and guidelines. Ensure compliance with all laws and regulations relating to disposal. D. Containerize waste to prevent the release of dust and debris before removing the waste from the work area, and store the waste in a location protected from inadvertent disturbance. E. Non - Hazardous Materials 1. Contact the regional EPA, State and local authorities to determine disposal requirements f construction and demolition debris that contains lead paint (non - hazardous). Provide dumpsters /containers required for collection and disposal of such material as well as disposal in an approved landfill, F. Recyclable Materials (Non - Hazardous) 1. Demolition material deemed to be recyclable by the Contractor may contain lead, which could result in the recycling facility rejecting acceptance regardless of the TCLP result. The Contractor is hereby notified of this fact and shall bear all responsibilities and costs associated with acceptance and /or rejection of such materials in a C &D landfill, waste disposal facility and /or a recycling facility under their Base Bid. G. Hazardous Waste /Regulated Materials 1. Dispose of materials which are determined to be hazardous waste or regulated waste for lead as specified herein. Perform representative TCLP tests of demolition debris to ensure the material is properly profiled for disposal. This shall also include all testing required by the disposal or recycling facility. All costs associated with TCLP testing to profile the waste material shall be borne by the General Contractor. If the material is found to be hazardous waste or regulated waste, the General Contractor shall provide appropriate drums /containers for use. The General Contractor shall properly handle and transport all hazardous waste or regulated waste material into the drums /containers provided. The Owner shall coordinate all hazardous waste or regulated waste transfer and disposal procedures. END OF SECTION 13281 98 King Street, Northampton, MA Project No. 2901 Section 13281— Lead Paint - 6 LEAD PAINT c. Three stage decontamination unit must be established consisting of an Equipment Room, Shower, and Clean Room in series. 3.4 FIELD QUALITY CONTROL A. Site Tests, Inspection 1. Personal Air Sampling a. Perform negative exposure assessment on each trade subject to the OSHA Regulation. The assessment shall take place during routine work activities, which will simulate employees, actual exposure levels to lead. All assessments shall take place over an 8 -hour time period and shall include all appropriate PPE and biological monitoring required as stated herein and as required under 29 CFR 1926.62 Regulations. 1) Initial Determination: The General Contractor shall determine, through personal exposure monitoring on the job site or through relevant documentation from other similar jobs, whether workers will be exposed to airborne lead at or above the OSHA Action Level and Permissible Exposure Limit. If exposures at or above the action level are documented, appropriate health and safety procedures identified herein shall be followed. If levels below the action level are documented, the General Contractor shall exercise an appropriate level of care to ensure that exposures above the action level do not occur. 2) Personal Exposure Monitoring: The General Contractor shall perform personal exposure sampling to monitor personal exposure levels to airborne lead, Samples shall be taken for the duration of the work shift or for eight hours, whichever is greater. Personal samples need not be taken every day after the first day if working conditions remain unchanged, but must be taken every time there is a change in the removal operation, either in terms of the location or the type of work. Sampling will be used to determine eight hour Time Weighted Averages (TWA), The General Contractor is responsible for personal sampling as outlined in OSHA Standard 29 CFR 1926,62. b. Conduct additional monitoring whenever there is a chance of equipment, process, control, personnel or a new task is initiated that may result in additional employees being exposed to lead at or at or abo the ac le or may result in employees airea0v exposed at or the action level being exposed above the PEL. c. Establish air monitoring frequency in accordance with the requirements set forth in 29 CFR 1926.62. 2. Post Renovation Cleaning Verification a, Perform post remediation cleaning verification for interior renovation work areas in accordance with 40 CFR Part 745. Post remediation cleaning verification is required to be performed by the project's Certified Renovator, b. Reclean the entire work area at no additional cost to the Owner until the area passes post remediation cleaning verification. 3.5 CLEANING A. At the completion of work, clean interior and exterior work areas until no dust, debris or residue remains. 1. Collect all paint chips and debris, and seal in a heavy -duty bag, 2, Remove and dispose of protective sheeting as waste. . B. Interior Renovations 1. Clean all objects and surfaces in the work area within two feet of the work area in the following manner: a. Clean walls starting at the ceiling and working down to the floor by either vacuuming with a HEPA vacuum or wiping with a damp cloth. b. Thoroughly vacuum all remaining surfaces and objects in the work area, including furniture and fixtures, with a HEPA va.cuum. 98 King Street, Northampton, MA Project No. 2901 Section 13281 — Lead Paint - 5 LEAD PAINT 3.2 PREPARATION A. Protection 1. Extend full cooperation to Owner in all matters involving the use of Owner's facilities. At no time shall the Contractor cause or allow to be caused conditions, which may cause risk or hazard to the public or other contractors. 2. Maintain the work site in a neat and orderly manner at all times, so as not to interrupt or infringe upon the work of other trades. Upon completion of work in any given area, remove material and equipment associated with the work not necessary to complete other phases of the work in that area. B. Post signs clearly defining the work area and warning occupants and other persons not involved in renovation activities to remain outside the work area. C. Contain the work area so that no dust or debris leaves the work area while the renovation is being performed. Interior and exterior containments shall be provided in accordance with 40 CFR 745 3.3 SPECIAL TECHNIQUES A. Prohibit work practices listed below: 1. Open -flame burning or torching lead -based paint 2. Use of machines that remove lead -based paint through high speed operation such as sanding, grinding, power planing, needle gun, abrasive blasting, or sandblasting, unless such machines are used with HEPA exhaust control 3. Operating a heat gun on lead -based paint at temperatures of 1100 Fahrenheit or higher B. Personal Hygiene Practices 1. Enforce and follow good personal hygiene practices, where exposures to airborne lead above the OSHA PEL occurs or may be expected to occur. These practices shall be performed until personal exposure sampling indicates that exposures are below the PEL at which time the General Contractor has the option to continue or discontinue the use of personal hygiene f _iliti These practices shall i include Hnt '. _ not be iiiiiitcu to the following: a. No eating, drinking, smoking, or applying of cosmetics in work area. Provide a clean space, separated from the work area, for these activities. b. Workers must wash upon leaving the work area. Provide wash facilities consisting of, at least, running potable water, towels, and a HEPA vacuum. Upon leaving the work area, each worker will remove and dispose of work suit, wash and dry face and hands, and vacuum clothes. c. Disposable clothing, such as TYVEK suits, and other personal protective equipment (PPE) must be donned prior to entering work area. A clean room will be provided for workers to put on suits and other personal protective equipment and to store their street clothes. Disposable suits shall be used once, then properly discarded. d. Provide a lavatory facility located adjacent to the work area. The eating and drinking area, clean room, and the lavatory facility must be maintained in a clean and orderly fashion at all times. The General Contractor will provide portable lavatories when needed and disinfect them daily. 2. If air- monitoring data gathered by the General Contractor shows that employees' exposure to airborne lead exceeds 50 ug /m3, the following conditions apply: a. Showers must be provided. Shower water must pass through at least a 5.0 micron filter before returning to the public waste system. b. Workers must shower upon leaving work area. 66 King Street, Northampton, MA Project No. 2901 Section 13281— Lead Paint - 4 LEAD PAINT 1.6 QUALITY ASSURANCE A. Perform the disturbance of lead- containing paint using persons who are knowledgeable, qualified, and trained in the removal, treatment, handling, and disposal of such materials, and subsequent cleaning of the affected environment. B. Maintain the following records on site and available for review by all employees and authorized visitors until final completion: 1. Records on each employee on site including: a. Respirator fit -test documentation b. Training certificates c. Latest medical surveillance records d. Employee qualifications e. Copies of applicable permits and notifications. f. Personal air sampling results. g. MSDS sheets for all chemicals used during the project h. Copies of Contractor's written Hazard Communication and Respiratory Protection Programs, if required 1.7 PROJECT /SITE CONDITIONS A. Existing Conditions 1. The following documents are available to the Contractor: a. Asbestos Survey, 98 King Street, Northampton, MA - O'Reilly, Talbot & Okun Associates, Inc. (March 18, 2009). b. Phase I Environmental Assessment, Preliminary Asbestos /Lead -Based Paint Screening and Radon testing Report, 98 King Street, Northampton, MA - O'Reilly, Talbot & Okun Associates, Inc. (December 4, 2008). 2. Perform additional testing to confirm the presence of lead containing materials in the building in accordance with applicable regulations, Owner has performed a limited lead survey at the site but 100% testing of painted surfaces to confirm the presence of lead paint was not performed in the building, 1.8 SEQUENCING A. Coordinate the work of this section with that of other trades, in particular demolition work. 1.9 PHASING A. The work shall be conducted in the phases of the final schedule agreed upon by the Owner. PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION 3.1 EXAMINATION A. Site Verification of Conditions 1. Verify and confirm quantity estimates, existing conditions and particulars of the work. 98 King Street, Northampton, MA Project No. 2901 Section 13281 — Lead Paint - 3 LEAD PANT 1. Written description detailing the means and methods for properly disposing of all demolition debris in accordance with local, state and federal regulations. 2. Written description detailing the means and methods to achieve compliance with the OSHA and EPA standard as well as the provisions outlined herein. 3. Qualifications a. Provide the following: 1) Documentation that all employees engaged in the work have received proper lead training, including a copy of current training certificates. Workers who will have the potential of lead exposure shall have proof of successfully completing a training course which covers the topics required by 29 CFR 1926.62 and 40 CFR Part 745 2) Documentation that firms performing renovations are certified in accordance with 40 CFR Part 745. 3) Name of individual assigned to fulfill the duties of Certified Renovator in accordance with 40 CFR Part 745. This individual shall also be responsible for ensuring compliance with the work practice standards of 29 CFR 1926.62 and be fully qualified in all aspects of safe work practices and procedures with lead containing materials. 4) Written Lead Compliance Program in accordance with OSHA 29 CFR 1926.62 5) Written Hazardous Communications Program including MSDS sheets for materials to be brought on -site. b. Provide the following if respiratory protection is to be worn during this project: 1) Written Respirator Program for review in accordance with 29 CFR 1920.103. 2) Records of successful respirator fit testing performed by a qualified individual within the previous 12 months, for each employee to be used on this project with the employee's name and social security number with each record. B. Closeout Submittals 1. Submit the following items to the Owner for approval prior to final payment: Original Copy of \'\'aste Disposal Manifests acknowli-dc-ling, disposal ` any hazardous and non-hazardous waste material from the project showing delivery date, quantity, and appropriate signature of landfill's authorized representative, 2. Copy of Personal Air Sample Results C. Substitution of materials or methods 1. Receive prior written approval from the Owner prior to any modifications to methods, procedures, and design. It is the intent of these documents to allow the Contractor to present alternative methods to the abatement processes herein, provided the following: a. Proposed modifications or substitutions to methods, procedures, or design comply with applicable regulations. b. Proposed modifications or substitutions are submitted for review in accordance with the requirements of the Project Manual and no later than 5 workdays prior to planned commencement of proposed modification. c. If the modification or substitution necessitates changes or additional work, assume the cost and the entire responsibility thereto unless performed under the approved Change Order Process. 2. Furnish the specifically named or designed items, methods or procedures designated in this Section unless requests for modification or substitution are made in accordance with the above instructions and any additional conditions provided in the Project Manual, supported by sufficient proof of — equality. a. The Owners permission to make such substitution shall not relieve the Contractor from full responsibility for the work. 98 King Street, Northampton, MA Project No. 2901 Section 13281 — Lead Paint - 2 LEAD PAINT PART 1- GENERAL 1.1 SECTION INCLUDES A. Requirements for disturbance of surfaces coated with lead paint B. Perform work in accordance with the United States Environmental Protection Agency (U.S. EPA) Lead; Renovation Repair and Painting Program 40 CFR Part 745, OSHA 29 CFR 1926.62 (Lead in Construction) and the requirements of this Section. 1.2 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.3 REFERENCES A. Conform to the standards set by applicable Federal, State and Local laws, regulations, ordinances, and guidelines in such form in which they exist at the time of the work. Adhere to the more stringent requirements where there is a conflict between this Specification and applicable regulations. This includes, but is not limited to, the following: 1. United States Environmental Protection Agency (U.S. EPA) Lead; Renovation Repair and Painting Program 40 CFR Part 745, Subpart E 2. Occupational Safety and Health Administration (OSHA), U.S. Department of Labor (Lead in Construction), Title 29; CFR, Section 1926..62 3. OSHA, U.S. Department of Labor (Respiratory Protection), Title 29 CFR Section 1910.134 4. OSHA, U.S. Department of Labor (Access to Employee Exposure and Medical Records), Title 29, CFR, Section 1910.20 5. OSHA, U.S Department of Labor (Hazard Communication for the Construction Industry), Title 29, CFR, Section 1925.5 1.4 DEFINITIONS A. Action Level: Action Levei as defined by OSHA 29 CPR 1926.62 shah refer to employee exposure, without regard to the use of respirators, to an airborne concentration of lead of 30 micrograms per cubic meter of air (30 ug /m3) calculated as an 8 -hour time - weighted average (TWA). B. Competent Person: Competent Person shall refer to a person who is capable of identifying existing and predictable lead hazards in the surroundings or working conditions and who has authorization to take prompt corrective measures to eliminate them. C. HEPA Fitter: HEPA Filter shall refer to a filter capable of filtering out monodispersive particles of 0.3 microns or greater diameter from a body of air at 99.97 percent efficiency or greater. D. Lead Containina Paint (LCP): LCP shall refer to paint found to contain lead in any concentration or paint assumed to contain lead. E. Permissible Exposure Limit (PEL): PEL shall refer to employee exposure, without regard to the use of respirators, to an airborne concentration of lead of 50 micrograms per cubic meter of air (50 ug /m3) calculated as an 8 hour time - weighted average. 1.5 SUBMITTALS A. Submit the following items at or before the pre- construction meeting (attendance is required for the certified renovator). Submittals are required to be approved by the Owner before work commences on the project. S8 King Street, Northampton, MA Project No. 2901 Section 13281 — Lead Paint - 1 14W/0 NaSi 2002 James Hardie Internaaonal Finance B V 4 right_ reserved . InstalRat o Itl10rV1"Iaf1611 M SM and '2 denote trademarks o reel tered trademarks of James Hardie International Finance B 1 ] is e registered trademark Warranties, and Warnings are available at of James Hardie international Finance b_ UtNMJ.101TBShaYd16.00111 tf er i Faneliast ts a registered trademark of &F Fastening Systems, Inc. HS0920 -P4!4 4/09 fit GENERAL FASTPNING REc k(REMEN 4 S • Consult applicable code compliance report for correct fasteners type and Fasteners must be corrosion resistant, galvanized or stainless steel. placement to achieve specified design wind loads. Electra- galvanized are acceptable but may exhibit premature corrosion. • NOTE: Published wind loads may not be applicable to all areas where James Hardie recommends the use of quality, hot - dipped galvanized Local Building Codes have specific jurisdiction. Consult James Hardie nails. James Hardie is not responsible, for the corrosion resistance of Technical Services if you are unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing, fasteners. Stainless steel fasteners are recommended when installing • Fastener heads should fit snug against siding (no air space). (fig, A ) James Hardie products near the ocean, large bodies of water, or in • Do not over -drive nail heads or drive nails at an angle, very humid climates. • If nail is countersunk, caulk nail hole and add a nail. (fig, 8) PNEUMATIC FASTENING • For wood framing, under driven nails should be hit flush to the plank with a James Hardie products can be hand nailed or fastened with a pneumatic tool. hammer (For steel framing, remove and replace nail). Pneumatic fastening is highly recommended. Set air pressure so that the • Do not use aluminum fasteners, staples, or clipped head nails. fastener is driven snug with the surface of the siding. A flush mount Snug Flush \ ~ Countersunk, C attachment on the pneumatic tool is recommended. This will help control the at Caulk & depth the nail is driven. If setting the nail depth proves difficult, choose a , . add nail setting that under drives the nail. (Drive under driven nails snug with a do not under DO NOT smooth faced hammer - Does not apply for installation to steel framing). Figure A Figure B drive nails STAPLE CAIN KING PAINTING For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hardie" products. James Hardie products must be with ASTM C920 Grade NS, Class 25 or higher or a Latex painted within 180 days for primed product and 90 days for unprimed. 100% Joint Sealant complying with .ASTM 0834. Caulking/Sealant acrylic topcoats are recommended. Do not paint when wet. For application rates must be applied in accordance with the caulking/sealant refer to paint manufacturers specifications, Back - rolling is recommended if the manufacturer's written instructions or ASTIL 01193. siding is sprayed. COLORP US "' TECHNOLOGY CAULKU , TOUCH-UP & LAMINATE • Touch up nicks, scrapes and nail heads using the ColorPlus Technology touch -up applicator. Touch -up paint should be used sparingly, if large areas require touch-dm replace the damaged area with new HardiePlank'' lap siding with ColorPlus Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non - factory cut edges into trim where possible and caulk. Color matched caulks are available from your CoiorPius'a' product dealer. • Treat all other non-factory cut edges using the Color'lus Technology edge enters, available from your ColorPlus product dealer. PANTING JAMa r�k. ri a Er E a F WITH OI 4"",';,P .. S ."9 - , .��.t a McE�a SIDING ;r� TRIM €� - 9. .mo°)JD t b t�,.. S COI Cy E �. 4 �.- �., cra.'s, When repainting ColorPlus. products James Hardie recommends the following regarding surface preparation and topcoat application • Ensure the surface Is Clean, dry, and free of any dust. did or mildew Reprur,v g is normally not necessary e 17/00,: 410 90 107/00910 a . e ! 0 OMIllEn:vorl • 00140 T use stain or oil /alkyd base paints on James Hardie prnducts Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature L t - (EIE COVERAGE t.T;`, a,°k"`� I IC° F�t.� GUIDE Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANK• LAP SIDING WIDTH SQ 5114 6 114 71/4 7112 8 81/4 9 1/4 91/2 12 i1 SO =100 sq.ft.j l (exposure) 4 5 6 61 /4 6 314 7 8 81/4 10 314 25 26 17 16 15 14 13 13 9 2 5D 46 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 25 4 103 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 , 275 220 183 176 163 157 138 138 102 12 30D 24D 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 , 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 - -- 17 425 340 283 272 252 243 213 213 158 8 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design James Hardie does not assume responsibility for over or under ordering of product. RECOGNITION: In accordance with ICC -ES Legacy Resort NER -405, HardiePlank lap siding is recognized as a suitable alternate to that specified in. the BOCA National Building Coee11999, the 1937 Standard Building Code she 1997 Uniform Building Code, the 1 Inlemai one! One and Two- Family Dwelling Code, the 2003 International Building Code, and the 2023 International Residential Code for Or and Two - Family Dwellings. HardiePlank lap siding o is also recognized for applicator in toe following: City of Los Angeles Research Report No. 24802 Sate of Florida lisiin9 R.4889, Dade County, Florida 00A No. 02- 0729.02, U.S. Deal. of HUD Materials Release 1263c, Tetras Department of Insurance Product Evaluation 90 - 23, City of New York 1904223- 93 -Id, and California DSA PA -019. These documents should also be consulted for additional information concerning the suitability of this product for speck applioattons. 450920 -P3/4 4/09 1' p NprS At the juncture of the roof and vertical M aintam a - 2' clearance between surfaces, flashing and counterflashing shall install siding and trim products in compliance James Hardie products and decking with local building code requirements for be installed per the roofing manufacturer's clearance between the bottom edge of the iMaintain a 1" - 2" clearance material. instructions. Provide a 1" - 2" clearance d between James Hard �e' Figure 5 between the roofing and the bottom edge of siding and the adjacent finished grade, products and paths, steps f l! the siding and trim, Figure 3 water g stud and driveways. sidine resistive Fig Figure wateare sfiv1 �� barrier barrier ce-- ='""; Figure 4 l: 1 - p I 1 \ t i Deck material -,� � concrete kd i n i .... q i !; .. s A foundation ,---- 1', j ` -7 ice = joist [ ---- F - 7 f;asning . .. / 1 —Y\� i ' ledger t \,:;.1 � HardiePlank�' i flashing v6' min• lap siding Figure 99 '', �j ,. / KICK OUT F AS G Maintain a 114" clearance Maintain a minimum 1" gap �� Steptashin9 / ®` Because of the volume of water that can pour down between the bottom of James between gutter end caps and Sell-adhennnr ,. memaa a a sloped roof one of the most critical flashing Hardie products and horizontal siding &trim. . . � details occurs where a roof intersects a sidewall. flashing. Do not caulk gap. Figure 8 ∎' / - veamemrran said " e " 9U The roof must be flashed with step flashing. Where \ f r,' the roof terminates, install a kickout to deflect water Figure 7 r - 1 * .', i away from the siding. �� o,�e, 9 j siding � � I: us best to install aself- adhering membrane on the r Do not 1/4' gap , siding wall before the subfascia and tom boatels are nailed 1 . 1 ' Cauli, k !iousewray� i n place, and then come back to install the lockout. ` '� � _ Figure 9, Kickout Flashing: To prevent water from dumping behind the siding and the Bashing r �' fascia , end of the roof intersection install a " kickout" of sufficient lento and an 9 le to direct the 9 gutter and end cap water running down the roof away from the siding, FASTENER REQWREMENTS xK Elrod hailing is the preferred method of Installation for all Face Nailing should only be used where required for high wind areas HardiePlanke' lap siding products and must not be used in conjunction with Blind Nailing BLIND NAILING i FACE NAILING Nails - Wood Framing Nails - Wood Framing v Siding nail (0 .09' Shan) x 0.221 HD x 2" dig) _ 6 11 ga roofing ,alt (0.171' shank p. 71" HD x 1.25'' long) !pig) . 1.3d (,0, t 0 , 0 9 " x shank x 0 Hu x 2 long) Siding nail (0,09" shank x 0.221' HO x 2" long) Screws - Steel Framing Screws - Steel Framing Ribbed Wafer -head or equivalent (No. 8 x 1 1/4" long Ribbed Bugle head or equi- � "l�!_valent (No. 0 18 O. x 1 :m 5 18" Fong x x 0.375" HD) Screws must penetrate 3 threads into metal framing. 0 HD; Screws muss penetrate 3 threads into metal framing. Nails - Ste& Framing ET & F Paneifast" nails or equivalent hails Steel Framing 0.1 fl" shank x 0.313" HD x i 112'' tune) c ET & F pin or equivalent (0.10" shank x 0.25" HD x 1 -112" long) Nails must penetrate minimum 114" Into metal framing. Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" OSB minimum 7116 e Siding nail (0.09" shank x 0221" HD x 1 -1/2" long)" e 11 ga, roofing nail (0.121" shank x 0,371" HD x 1,75' long) -,�_� .�� * Ribbed Wafer -head or equivalent (No. 8 x 1.5/5" long x 0.375" HD). stud 2a '4 24" .---- Figure 10 Figure 11 - 1 v4^ mm. stud ___..- -- :5 t — _ — — ` f O.C. max i I overlap water- resistive \ i _ Minimum overlap s barrier — - c I - j for Both Face i ` I _ i� C' and Blind Nailing - 1 1 — � blind nail - /� � n , �� ,V 314 " -1 1 - . . i c t - ; i 1 t ' I 10 _ _ min. 1 1t4 {' � i e face nail Y� ° overlap t water- resistive water resistive I, i � 11/4" min ; 1 i barrier barrier overlap - Laminate sheet to be removed immediately after installation of each course for ColorPlus products. The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information visit v,ww.jlconlfne.com. When face nailing to OSB, planks must be no greater than 9 1;4" wide and fasteners must be 12" o.c. or less. ' ' Also see General Fastening Requirements, HS0920 -92/4 4/09 • HardeFa Lap Siding 7M S EFFECTIVE APRIL 2009 � ---2 INSTALLATION REOLIIREMENTS PRIMED ifIZi COI 0 R PLUS, G. PRODUCTS visit viwifwfanousfiordie.roie for the most recent version, SELECT CEDARMILL©R SMOOTH - COLONIAL SMOOTH COLONIAL ROUGHSAWN ® - BEADED CEDARM1LL© BEADED SMOOTH - STRAIGHT -EDGE SHINGLE PLANK IMPORTANT: T: FAIL OF E TO iNSTALL AND 'FINISH THIS PRODUCT W .ACCORDANCE WITH APPLICABLE BO LD1i'fi:r CODES AND JAMES HARDIE WRITTEN EI APPLICATION INSTRUCTIONS Mk LEAD TO PERSONAL mturiy, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES. ( tl rO D THE T ONLY rf'e bi BEFORE T i n rF THAT , a ARE i THE s�- (ND t. sLf i PROCrLI;I utelLF ttA,tRR,4�T . t�r�tln� INSTALLATION, �,t)it IFit�r tf�AT ;luARt tilSii'DC, E#-t� CORRECT nAFIDEEONe INSTRUCTIONS, INSTALLATION OF H? PRODUCTS UCT OUTSIDE r. l CT im t WILL n WARRANTY. DETE I t WHICH HARDIE2O EAPPLIES ta�� Ri.ClzufSv� ,.u�AEei;_t.�' LOCATION L4.OIsCY'LOt.r�I TC DETERMINE .� TO YOUR LOCATION, VISIT M1f pr ;r c AL t 94^ 343 f ARDIE C r t � t�� , u. �a�D� �O�fE.Ct}[v'` OR CALL . � _566- _¢�� -� �>*4 (Sa5 Sh�.nr✓aLl R"6 e^^ HANDLING: En i ^S"�' E< INSTRUCTIONS S T RRAGE & HANDLING: I L GU t t 1NG Store fiat and keep dry and { OUTDOORS I INDOORS covered prior to installation. installing if. Position matting station so that nand will blow dust awey from user 1, Cut only using score and snap, or shears (manual, electric or pneumatic). and others in working area 2. Position cutting station in well - ventilated area siding wet or saturated may result in 2. Use one of the following methods: shrinkage at butt 'Joints, Carr planks a, Best i. Score and snap ii. Shears (manual, electric or pneumatic) - NEVER use a power saw indoors on edge. Protect edges and comers ' b, Batter: i. Dust reducing circular saW equipped with a - NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark, from breakage. Janes Hardie is not I HardieBiade' saw Made and HE vacuum extraction - NEVER dry sweep — Use wet suppression or HEPA Vacuum c. Good: I. Dust reducing circuar saw whit a HardieBlade saw blade responsible for { (only ise f Dr low to moderate cuttng) damage caused il by improper { Important Note: For maximum protection (lowest respirable dust production) James Hardie recommends always using "Best' -level cutting methods where feasible, storage and NIDSH- apposed respirators can be used in conjunction with above cutting practices to further reduce dust exposures. Additional exposure Information is available at wiswiameshaidie.com to hap you determine mine the most appropriate cutting method tor your job r„gmrements. Y,' concern still exists about exposure levels or you handling of the product. do not comply with the above practices, yot, should always consult a qualified indush of hygienist or contact Jarnes Hardie for further information. sonsatfra GENERAL REQUIREMENTS: • HardiePlank' lap siding can be installed over braced wood or steel studs spaced a maximum of 24" ac, or directly to min 7/16'' thick OSB sheathing, Irregularities in framing and sheathing can minor through the finished application, • HardiePlank lap siding can also be installed over foam insulation /sheathing up to 1" thick. When using Loam insulation /sheathing, avoid over - driving nails (fasteners), which can result in dimpling of the siding due to the compressible nature of the foam insulation /sheathing. Extra caution is necessary if power- driven nails (fasteners) are used for attaching siding over foam insulatlonlsheathing. • 4 water- resistive harrier is required in accordance with local building code requirements, The seater- resistive barrier must be appropriately instated with penetration and junction flashing in accordance with local building code requirements. Janes Hardie vsriil assume no responsibility for water infiltration, James Hardie does manufacture HardieWraprn Weather Barrier, a non-woven non- peYforated'.nousewrapl, which complies with building code requirements. • When installing James Hardie products at clearance details in figs, 3,4,5,6,7,8, &9 must be followed: • Adjacent finished grade must slope away from the building in accordance with local building Figure i Double Wall Single Well codes - typically a minimum of 6" In the f i 0'- construction Construction • Do not e eta _ lane, Hardie pi (nuCIS, such trial they may remai, i in mi nter _ -« h „ water. o -nte+- resistive barrier lei -in bracing be t ve , i wall c � l' plywood or 24" c.c. max. I ▪ Hardier lank lap siding 1,1a; b� installed on fiat , rtcal tae applications only, p OSB sheathin �� • 00 NUT use slain on James Hardie products ;_.� I STA'. €its)N. iI {'/ - JOINT TREATME?T" r. I � i 4 i I y r (Required for CotorPlus` FrMsk Recommended to; Primed product) James Hardie does not recommend the use of caulk at field butt joints. I f I it � \ 1 i ,j Figure 2 stud ( \ l ll l t { f./ - i' water- resistive barrier ( i - 1 item ` plank toe li , Y taint flashing" i ` 3 ,g f rom / ' i ' plank edge.. i t install planks in �'` , 11 , % ip ',; J /- moderate contact oc 11 I,/i /, water - resistive Ibarrier ' i ; r 1 ° -- I + fastener � O F o o n / install a 1 114" starter strip to install factory finished edges together at but joints. - - ensure a consistent plankangle *For other jointing options, refer to {oval building code or NER 405 \ ' *As required by local building code ' caulk in accordance with caulk manufacturers written application instructions. ` leave appropriate gap between ' For additional information on HardleWrapm' Weather Barrier, consult James Hardie at 1- 866- 4Hardie or www.hardiewrao,com planks and trim, then caulk ^' ( INARNING: AVOID BREATHING SILICA DUST James Hardie' products contain respirable crystalline silica which is known to the State of California to cause cancer and is considered by IARC and NOSH to be a cause of cancer from some occupations sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis., and has been finked with other diseases. Some studies suggest smoking may increase these risks. During installation or handling, ft work in outdoor areas with ample ventilation (2) use fiber cement shear for culling sr, mmere not feasible, use a HardieBlade saw blade and dust- reducing circular saw attached to a HEPA vacuum; (3j warn others it the immediate area (4) wear a properly fitted. NICSr, approved dust mask or respirator (e.g. N -95) in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures. During clean -up, use HEPA vacuums ar wet cleanup methods - never dry sweep. For further information, refer to our installation Instructions and Material Safely Data Sheet available at wvaw.iameshardie.com or by caflin3 1 -8SS SHARDIE f1 -800-942- 73431. FAILURE TO ADHERE TO OUR WARNINGS, k-SDS, AND INSTALLATION INSTRUCTIONS KM1AY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. ` 2,49" HS0920 -P114 4/09 ::. P:11-11(1.D-: ,7'----14-1! 1 ;•••'' ,,. 2 x 3 - 300i(cmil THHN Cu, 3" IMC #3M 3 - THHN Cu, 2'' !MC 3 - #500kcmil THHN Cu, 7 IMC TO OWNER'S , 71 COMMERCIAL TENANT PANEL PANEL ,...,.„.7, z • i 1 '-, 200A FUSED SAFETY SWITCH WITH 200A, CL RK5 FUSES . . ....... . . . .:' ••. , ' .. ,... . . „ • i li , . - i • c3 Z. 1 ' f ,...., , , tt . ■ . r2 < < :', :., 1 .• i , \ \ _,_ t , .',..--- .:2:-' 1 1 i• . , ■ 400A FUSED SAFETY , I SWITCH WITH 400A, WIREWAY-- ■--1 ' 1 I ', 1 \ I , ' CL RK5 FUSES ,..;,. ; \ • - c-u -., -; , (...) . . , • ,. ., ' ! : :!,,, • . . , : t i 0 0 :• ::j• I ' ::: • ' w -',', --- 200A SELF-CONTAINED s.-- 320A SELF-CONTAINED i 1 0, 3W METER SOCKET 10, 3W METER SOCKET . ., WITH MANUAL BY-PASS WITH MANUAL BY-PASS .,...... _ .:, (COMMERCIAL TENANT (OWNER'S METER) METER) q1 .., ,.., ELECTRIC SERVICE ONE LINE DIAGRAM .,, NOT TO SCALE 4311.6 10 011P , , Qii .-'•? r, gi '-- , . ADDENDUM #2 „ 0 , • . • • ,,..,,,, • _...... T., ,.. . , , , ■rn..-. . :‘ ■ , VI ' ',.. . , ''' ••,'• '1 :, ..., ,' , — , ,-, ■ . ..,. , ■,..... -... - . .,, . , ._ C:\Users\Kathy\Documents\My Documents\2901 98 King Street\Bid Addendum \2901 Addenduni 2 -- 1850E2.1, SKE-1.dwg May 27, 2010 — 4:18pm Kathy 3 -500 kcmil + #3G U w TO SERVICE DISCONNECT ; C _ ALL WORK FROM SOLAR ARRAY TO CONNECTION AT CIRCUIT _ ti BREAKER IN OP WILL BE PROVIDED BE THE SOLAR PV VENDOR ° w 0 C i O W v Z Q H ', DC d d w 7. LIGHTING Q cc.) Q u Q ? ARRESTOR PRODUCTION METER SOLAR PASS THRU AC PANEL OP 't S AR ARRAY BOX INV 'TER 000000 J Z v, w 1 60A, 2 POLE U • AC BREAKER PROVIDED r i1 [-- P {;` WITH PANELBOARD 0 G I SURGE ( Z ' DC GROUNDING ELECTRODE CAPACITOR I W 'it #6 BARE COPPER 0l s a ', AC GROUNDING ELECTRODE �1 - .'-'j 1 111 F ill r 81 1:11 I ADDENDUM #2 N 11 - iE - -. .� . ,A.. K. .. : :.. .. 1 ,: `:• , j 'i i::.FH �=� ':i �"'] a .. .. r t . ... i ..F'f.; r )�.� Page 2 CHANGES TO THE SPECIFICATIONS SECTION 23300 IVAC 1. Subsection 1.22 ALTERNATES, ADD Paragraph B. (paragraph A. is included in Addendum No. 1): "B. Alternate No. 5 shall be the additional lump sum price for providing energy recovery ventilator ERV -1 together with its associated ductwork, registers, roof cap, fire dampers, and controller ". SECTION 261000 ELECTRICAL 1. Subsection 1.18 ALTERNATES, ADD paragraphs B. and C. (paragraph A. is included in Addendum No. 1): "B. Alternate No. 4 shall be the additional lump sum price for providing the solar photovoltaic. system specified in addendum No. 1 and as shown on SK E -2 included with this Addendum. In the Base Bid, include providing the 60 amp, 2 pole breaker in OP. C. Alternate No. 4 shall be the additional lump sum price for providing the wiring systems serving ERV -1, including the branch circuit feed (circuit breaker to be included in Base Bid) and the control wiring between the ERV -1 and its wail mounted controller ". Re: ADDENDUM NO, 1, CHANGES TO THE SPECIFICATIONS, Section 26100 ELECTRICAL, item 2, CHANGE "ALTERNATE No. 1 to "ALTERNATE No. 4 ". LINDGREN S . RPLES p c. Consulting Eng neexs 435 Cottage Street Suite I, Springfield, MA 01104-4005 Phone: (433) 732 -43361 Fax: (413) 731 -0786 98 King St., Northampton, MA Project No. 2901 ADDENDUM NO. 2 May 27, 2010 CHANGES TO DRAWINGS DRAWING 1-I 1.2 1. On both second and third floor plans, CHANGE references to "ALT. Bid No. 2" to "ALT. Bid No. 5 ". DRAWING H 3.0 l . In the "Energy Recovery Ventilator Schedule ", designate ERV -1 as included in ALTERNATE BID No. 5. DRAWING E 2.1 1. DELETE "Photovola-__. System Ris ?1 Dia6-:-a1-; -- `nci replan it with the sketch included with this Addendum. 2. On all panelboard schedules, DELETE reference to "conduit" for branch circuit wiring. Branch circuit wiring may be Type NM, with Type SER cable for range circuits and feeders from OP to unit load centers. 3. In "OP ", change circuit breakers for pole nos. 21 and 23 to 20 A -1 P. Change circuit breaker for pole nos. 58 and 60 to 60 A -2P. CHANGE ALTERNATE No. for ERV -1 from 1 to 5. 4, In "LC I ", ADD note "Panels LC -3 through LC 10 are the same as LC-1". 5. In "LC -2 ", CHANGE description at poles 6 and 8 to "Wall Oven ", with 3 -412 #12G feeder. 6. Note "ELECTRICAL SERVICE ONE LINE DIAGRAM" included with this Addendum. • existing wood framing, resilient channels to the underside of existing joists overlapped at splices 4" (25 MSG galv. Stl 24" o.c. perpendicular to the joists with 1 -1/4" long No. 7 Type S bugle head screws) and 5/8" type `C' GWB. This also provides an STC / IIC rating of 50. Provide name detail for the third floor assembly. This is not a required fire 1 separation and Type X GWB may be substituted." 2.19 A.4 Det. 1 Wall Section at South Wall, add the following notes: "Provide galvanized cap flashing behind Hardie watertable trim to top of stucco. " "Provide sheet waterproofing on exterior of all ICF, as per specifications." 2.20 A.4 Det, 1 Wall Section at South Wall. Omit note referring to "Soffit Vent ". 2.21 A.4 Omit Det. 2, Section at Raised Floor 2.22 A.4 Det. 5, Section @ New Addition: Omit note "6" perforated PVC pipe in gravel @ footing as shown" and line indicating pipe. 2.23 A.6 Finish Schedule: Rooms 005A, 006A, and 007A, omit wood flooring and base and replace with VCT (stonetex) floor & vinyl base. See attached Changes to Drawings issued by Lindgren & Sharpies 98 King Street Street Renovation Addendum No. 2 Page 3 of 5 _ "and be substantially completed by May 1, 2011" 2.10 01030 Alternates, add the following "Alternate 5: Energy recovery ventilation system, as per notes found in Lindgren & Sharpies addendum 2, dwg. H1.2 Third Floor Plan — all equipment noted as ALT. BID No. 2, and as specified in Energy Recovery Ventilator Schedulke on dwg. H3.0" 2.1 1 01100 Procedures, 1.02 Summary, add the following: "L. Provide plan for waste management during construction and options for diversion of all major constituents of the project waste stream, including cardboard packaging and recyclables (i.e. containers) . Plan to be submitted at the time that schedule of values at project start and a final report submitted at the end of the project at substantial completion. Report should document how much material was diverted and or re -used over the course of construction." 2.12 07410 Metal Roof Panels, 2.02, A: omit and replace with the following: "Manufacturer: Interlock Roofing Ltd. or APPROVED EQUAL" 2.13 07460 Siding, Part 2 Products A. omit the last sentence " Siding shall be supplied primed" and replace with the following: "Siding shall be supplied pre - finished with Color Plus system, color to be selected by Architect. Provide flashing as per manufacturer's figure 2 JOINT TREATMENT of Hardi plank Hz -10 Installation sheet." (attached) 2.14 13280 Removal of Asbestos Containing Materials. ADD section in entirety, (7) pages plus attached report dated March 18, 2009. 2,15 13281 Lead Paint. ADD section in entirety, (6) pages plus attached report dated I Dec. 4 2008. See attached Chan6es to Specifications issued by Lindgren & Sharpies CHANGES TO DRAWINGS Item # Drawing Description 2.16 A.2 Note 1: Omit the word "existing' and replace with "new ". Omit in entirety note 2 (there is no exterior wood trim in this project — all trim is Hardie board) 2.17 A.2 Det. 3, North Elevation add the following note: "Provide a gutter the entire length of the eave at the third floor and two downspouts for discharge and dispersement at grade." Det. 1, South Elevation add the following note: "Provide length of gutter as indicated on L.1, approx. 25' with one leader. 2.18 A.4 Det.1 Wall Section At South Wall. Omit note "see Det. XX for 2nd Floor Fire Assembly" and replace with the following: "Note: Both first floor & second floor assemblies are (1) hour rated separations as per code as per UL Design No. L514 including existing T &G subflooring, new /existing, wood flooring on with specified underlayment, 98 King Street Street Renovation Addendum No. 2 Pane 2 of 5 ` % ' Ford Gillen Architects, Inc. 409 Main Street Amherst, MA 01002 Tel 413-253-2528 Fax 413- 256 -1553 98 King Street fgaoffice @fordgillen.com Northampton, MA Project No. 2901 'Cathleen E. Ford, AIA Bids Due June 18, 2010 William V. Gillen, AIA May 27, 2010 ADDENDUM NO. 2 The original drawings dated May 17, 2010 & specifications dated May 17, 2010, are hereby amended as follows. Receipt of this Addendum shall be acknowledged by inserting its number in the space provided on the Bid Form. This Addendum consists of 5 pages text, and 2_ pages of 11 x 17 sketches plus (2) specification sections and (2) reports. CLARIFICATIONS TO SPECIFICATIONS & DRAWINGS: Item # Section /Dwg. Description 2.01 _ Topsoil may be stored off site if necessary. 202 There will be no subsurface drainage piping/ connection to a city storm line in this project. All water will be dispersed on site as indicated in L.1 —L.3 2.03 Steal framing may be used for all soffits in kitchens and false celings in baths in lieu of wood framing. See addendum item 2.18 below for typical floor assembly details. 2.04 Re: room numbers on doors resident rooms will b n as shown on ( plans, eg. "9" for Unit 9 and so on. 2.05 _ Window types K & L are fixed windows. 2.06 Re: `collar ties' in new roof framing,1 these are called out as ceiling joist (they aren't really collar ties because we have a ridge beam) and they are 2x8 at 24" o,c 2.07 Re: removal of existing wood flooring on 2 ntl & 3rd floors, Intent is to remove finish floor & any existing underlayment and leave existing board sheathing, and provide new plywood underlayment and flooring as specified. CHANGES TO SPECIFICATIONS Item # Section Description 2.08 00100 Instructions to bidders, item 1.01 A. omit "Wednesday, June 9 2010" and replace with the following: "Friday, June 18 2010, 2.09 00010 Invitation to Bid: omit "and be substantially completed by Feb. 1, 2011" and replace with the following: 98 King Street Street Renovation Addendum No. 2 Page 1 of 5 ,11 j71 t- LP-4- 77 04 fii P44 j e .2a L) - Step - 2 Step -3 Sten-1 Install 12" wide strips of self- adhering Flexible flashing ,n sill - Set sheet meml sill pan in cont bead Membrane Q each jamb, extend inside Live bottom edge Of polyurethane sealant Of jamb, over sill pan @ bottom - Una-tanned for moisture Leave bottom edge unattached for Barrier to fit under Moisture barrier to fit under. , n u R , 3 4 6 $ i ryrr i ' (2) Rows Fasteners I EA Side - t - ' p or.- . 'ir..1 ' , 111.. , Inside of i A 3 ✓ Samb I ,-- 2 / // 3 Lap membrane over sill pan ,�1 ki✓- i — -_= c - Flexible Flai l '-µ L One row f b She meal slit pan Opening leave flex flashing Leave bottom end unattached to allow ' Unattached below ro allow Moisture barter to slip under Moisture barrier to sup behind. Step -4 Install window - provide coot butyl or Sten - 5 Step - 6 Urethane sealant im backside of flange ¢! Install all self- adhering membrane strips Step 6A Head & jambs only - exn-a sealant a mitered Over nailing flange at each jamb. Install metal flashing at window Head Corners - provide washers behind nail flange Step 6B a! sill to ensure drainage tai, pan. install moisture barter below window . :ni =T lns al ro °tai flashing above l ,: yvt,';• - 4 'vVitidow fame extend 7" • �v±$,- 1 Beyond name at ends " i Z j ° " ' 1 For tie -in to wall flashing ” C z, 7 i , ...., '' -. ! ' - ,•- - Tuck moisture barrier under Ilex flashing Step - 7 Stec —9 Sin 9 su Self adhering membrane at head Moisture barrier at jambs 12 Moisture barrier at head n Install self-adhering membrane lap , , Over metal head flashing- _ j Lap moisture barrier 4 - a �`�. �'�+' over head dashing _y ,f 3 i i z *�' :11 i t/ / 3 ; : K.7 ‚4- 98 King Street, Northampton MA Project No. 22951 Section 07600 - clashing and Sheet Metal - 6 17. Emerg. Light w/ Remotes Where shown to power remote heads, unit shall be as specified for standard emerg. lights except with 54 watt /1 1 /2 hour capacity and two head remote fixture with mounting plate, Lithonia Cat. No, ELM 654 with No. ELA- T- NX -H0806 remote heads, or equal 18 SL "A" Stem mounted LED down light with 15 watt array and built -in driver for 120 volt input, die cast aluminum housing with dark bronze powder coat finish, 27" stem, symmetrical distribution with spread lens, brass in -grade junction box. To be Kim Cat. No. EL 167/15 LED 120/DB /SL72 /JBR3, or equal. Provide photometrics with submittal. 19. SL `B" Same as SL "A" except to be for wall mounting, with a symmetric distribution. To be Kim Cat, No, AN52/15 LED 120/DB/SL72, or equal. Provide photometrics with submittal. acrylic prismatic and linear diffuser with sonic welded injection molded end caps, 2 -F32T8 lamps, and electronic ballast. To be Lithonia Cat. No. LB 232MVOLT GEBIOIS, or equal. 8. Type "H" Open compact fluorescent downlight with matte diffuse reflector with trim, 32 watt TRT lamp, and electronic ballast. To be Gotham Cat. No. AFV32TRT8WRLDMVOLT, or equal. 9. Type "I" Same as Type "H" except with prismatic acrylic lens. 10. Type "J" Wall mounted LED downlight with 15 watt array and built - in driver for 120 volt input, i.e. cast aluminum housing with dark bronze powder coat finish and matching plate. To be Kim Cat. No. AN52 /1 SLED 120/DS /SL72, or equal. 11. Type "K" Single lamp ceiling mounted fixture with white glass globe and 13 watt self - ballasted fluorescent lamp. To be Sea Gull Lighting Cat. No. 5990BLE -15, or equal. 12. Type "L" Two lamp fluorescent ceiling mounted fixture with white frosted glass and white finished housing, two self - ballasted 13 watt la T 1 S Gr Lighting Cat. N 79501UBLE -15, or equal. 13. Type "M" Thre. la n u orPCr .e .nt ndant with polished bras ri " p -� "� nr fl p_P____. �� t__ r _ __ ..�_ _ �., i0 and ring, white glass diffuser, three 13 watt self- ballasted lamps. To be Sea Gull Lighting Cat. No. 69133BLE -02, or equal. 14. Under Cabinet Single lamp fluorescent with two or three foot T8 lamp and electronic ballast. To be Lithonia Cat. No. UC824 or UC836 as called out on Drawings, or equal. 5. Exit Light Thermoplastic housing, stencil face (with extra faceplate and color panel) LED exit light for single or double face, back, top, or end mount, rechargeable Ni -Cad battery and charger, Lithonia Cat. No. LQM- S -W -3 -R -120 /277 -ELM, or equal. 16. Emerg. Light Two lamp battery powered wall mounted exit light with two 9 watt krypton Lamps, lead calcium battery and — charger, Lithonia Cat. No. ELN 618, or equal. Any roof penetrations must be designed and constructed in collaboration with the roofing professional or manufacturer responsible for the roof and roofing material warranty for the specific site, to ensure that the roof warranty is not invalidated by the installation of the PV system. F. Operation and Maintenance As part of the acceptance of the solar PV system the PV vendor shall instruct and provide operations manuals on how to shut down the solar PV system in the event of an emergency. The PV vendor shall insure that the owner's personnel can easily identify what to do in the event of an emergency and able to perform these tasks quickly and safely. 3, Note "LIGHT FIXTURE SCHEDULE" included with this Addendum. LIGHTING FIXTURE SCHEDULE 1. Type "A" Ceiling fan/light with 5 blade, 52" dia. Fan, three speed and reverse motor, remote wall controller, 40 watt double circline lamp, dimming ballast, white glass diffuser. To be Sea Gull Lighting Cat. No. 1575 BLE -15 with No. 1632 -15 remote controller, or equal. 2. Type `B" Three lamp round surface fluorescent with white acrylic diffuser, three 4 pin, 13 watt quad tube lamps, Sea Gull Li iit.iii L.-¢l. lvu. o 1/1-,1_ _ 13 v i cg 3. Type "C" Two lamp wall mounted fluorescent with white acrylic diffuser, white trim, two 13 watt quad tube lamps. To be Sea Gull Lighting Cat. No. 4966- BLE15, or equal. 4. Type "D" Ceiling mounted fan - light, with two speed DC fan motor with occupancy sensor speed control and fan delay timer, four watt night light, two 18 watt CFL lamps. To be Panasonic Cat. No. FV- 08VKML2, or equal. 5. Type "E" Wall mounted two lamp fluorescent with aluminum housing and end caps, white polycarbonate lens, uplight, two FO17 /8301XP /ECO lamps and electronic ballast. To be Vista Lighting Cat. No. Ag3132-2-Z-T8EL- 120 -WT- UD-TP, or equal. 6. Type "F" To be same as Type `B 7. Type "G" Two lamp surface mounted fluorescent wraparound with 9. All Balance of Systems (wiring, component, wiring, conduits, and connections) must be suited for conditions for which they are to be installed. Inverter shall be located inside out of the weather in a minimum NEMA 12 enclosure. An interval data meter must be installed to measure the AC output of the inverter. This meter shall be located in a location adjacent to the inverter and Owner's panel in the Mechanical Room. 10. Interconnection must comply with Mass Electric's "Rule 21, Interconnection Standards for non - Utility Generation ". The PV vendor shall assist in preparing and submitting appropriate interconnection agreements with Mass Electric. This shall be done at no cost or Liability to the owner. 11. Inverter system must monitor utility power and be designed to shut down upon loss of utility power. 12. Metering equipment on the output of the PV system is required to automatically report, in compliance with Mass Solar Initiative guidelines. The photovoltaic system installer shall comply with all requirements regarding automatic reporting. C. Meters The PV vendor will provide revenue grade Interval Data Recording (IDR) meters complete with industry standard telemetry for communication with Ethernet, cellular or other common output can-abilities. Meters must connect to a monitoring /data collection recording solar production through Time of Use (TOU) increments applicable to the local utility standards, with a minimum 15 minute intervals. D. Structural Requirements All structures and structural elements, including array structures, shall be designed in accordance with all applicable Massachusetts Building Codes and standards pertaining to the erection of such structures. The licensee shall provide structural calculations, stamped by a licensed professional structural engineer in good standing with the State of Massachusetts. All structural components, including array structures, shall be designed in a manner commensurate with attaining a minimum 30 year design life. Particular attention shall be given to the prevention of corrosion at the connections between dissimilar metals. C. Electric Power Requirements: 1. Power provided must be compatible with the onsite distribution system, 120/240 volts, single phase, 60hz. 2. Power capacity should be measured at the inverter AC output using the PVUSA Test Conditions (PTC), i.e. 1,000 Watts /m220 degree C ambient temperature and wind speed of 1 mis. 3. The System must include all the hardware needed for the solar PV. 4. All systems must be installed in accordance with all applicable requirements of local electrical codes and the National Electrical Code (NEC), including but not limited to Article 690, "Solar Photovoltaic Systems" and Article 705 — "Interconnected Electrical Power Production Sources ". 5. Systems must be designed and installed using UL or ETL listed components, including mounting systems. 6. Modules must be certified to UL 1703 — "Flat -Plate Photovoltaic Modules and Panels ". Total array shall produce 9kw Nominal DC, consisting of 39 panels, Canadian Solar CS6P -230P, or equal. 7. Inverters must comply with the following requirements: a, IEEE 929 -2000 — "Recommended Practice for Utility Interface of Photovoltaic Systems" b. UL 1741 — "Standard for Static Inverters and Charge Controllers for use in Photovoltaic Systems" c. Listed on the CEC list of eligible inverters d. Inverter shall be rated at 10kWAC, Fronius IG Plus Model 10.0 -1, or equal. 8. Other technical codes that will apply include: a. AMSE PTC 50 (solar PV performance) b. ANSI Z21.83 (solar PV performance and safety) c. NFPA 853 (solar PVs near buildings) d. NEPA 70 (electrical components) e. IEEE 1547 (interconnections) f. National Electrical Safety Code — ANSI C2 - 1999 g. All applicable State Building Codes and requirements 2. Paragraph 2.14 — DELETE reference to Buildings 105, 120, and 168. SECTION 23300 HVAC 1. CHANGE footer section number to 23300. 2. Paragraph 1.22 ALTERNATES — DELETE sub - paragraph A and ADD the following: "A. See Section 01030 "ALTERNATES" for a description of all alternate bid work ". SECTION 261000 ELECTRICAL 1. ADD Paragraph 1.18 ALTERNATES as follows: "A. See Section 01030 "ALTERNATES" for a description of all alternate bid work ". 2. Page 15, ADD Sub - Section 2.19 SOLAR PHOTO- VOLTAIC SYSTEM as follows: "2.19 SOLAR PHOTO- VOLTAIC SYSTEM (ALTERNATE NO. 4) A. General The design of the on -site solar PV system will be the responsibility of the PV vendor; h owe-v'er. the system must be compliant'..'.th ble a...li .4 ..OVi Massachusetts Solar Collaborative design guidelines. This specification delineates the minimum technical and installation specifications required by this Project. It is the intent of these specifications to insure that the PV systems installed are consistent with and adhere to any and all Massachusetts Building Codes and standards, the Massachusetts Solar Initiative program, applicable utility rules and tariffs, and any and all CEC technical and installation specifications and guidelines as may developed and established. Bidders are advised to be familiar with these rules, requirements and specifications as they pertain to the installation of solar PV systems at NEE. B. Modules 1. PV modules must be listed on the Massachusetts Solar Collaborative PTC list and must qualify for eligibility under the Massachusetts Solar Initiative (CSI) Program. 2. System must comply with IEEE 1262 "Recommended Practice for Qualifications of Photovoltaic Modules ". 7. PROVIDE single phase magnetic starters for P -1, P -2, P -3, P -4, and ERV -1. All single phase magnetic starters shall be double pole magnetic contactor without overload protection, with "Hand -Off- Auto" selector switch in cover of general purpose enclosure, Square D, Class 8502. A control transformer shall be furnished and installed in each starter, fused , with 24 volt secondary. Starter coils shall be 24 volt. Furnish a minimum of one auxiliary contact in each starter for use by others for interlocking purposes. 8. At front porch on First Floor Plan, DELETE photocell. Feed circuit through photocell called for in Item No. 1; Drawing SE 1.0 of this Addendum. 9. All exit and emergency lights are to be fed from local unswitched lighting circuits. DRAWING E 1.2 1. PROVIDE magnetic starter for ERV -1. Wire coil to controller (provided by HVAC Subcontractors) located on wall in third floor corridor with 2 - #12 plus ground. CHANGES TO THE SPECIFICATIONS SECTION 21200 FIRE PROTECTION 1. CHANGE the footer of the specification to read as follows: 98 King St., Florence, MA Project No. 2901 Section 21200 — FIRE PROTECTION - 3 2. Paragraph 1.2.A.1 Note the fire protection contractor shall run the water service into the building and pay all fees required for the service. 3. Paragraph 1.19 ALTERNATES — DELETE sub - paragraph A and B and ADD the following: "A. See Section 01030 "ALTERNATES" for a description of all alternate bid work ". SECTION 22400 PLUMBING 1. Paragraph 1.20 ALTERNATES — DELETE sub - paragraphs A through E and ADD the following: "A. See Section 01030 "ALTERNATES" for a description of all alternate bid work ". DRAWING H 2.1 1. Enlarged Mechanical Room Plan — RELOCATE the concentric furnace vent to the exterior wall where the vent exits the building. Extend two 6" diameter furnace vents from the furnace to the concentric vent tight to the ceiling in the Mechanical Room. DRAWING H 3.0 1. Energy Recovery Ventilator Schedule — DELETE ERV -2. DRAWING SE 1.0 1. FEED all site Lighting shown connected to circuit OP -41 through a building mounted photocell located on the north wall outside the first floor mechanical room. 2. OMIT reference to "photocell" at the two SL "B "s. DRAWING E 1.1 1. PROVIDE photocell control for both Fixture I. Locate above the fixture, aimed away from light sources. 2. On First Floor Plan, CHANGE circuit designation for CU -1 from "OP -2, 4" to "CP -2, 4 ". 3. In Room 103, DELETE reference to "CATV Cabinet ". Retain receptacle at that location. CATV Cabinet will be furnished by Comcast and will be installed by the Electrical Subcontractor on the exterior wall above the electric meters. All TV cables shall be run from room outlets individually to this cabinet. Provide 2" conduit extending vertically from CATV cabinet up to cave, then extending horizontally to front of house, ten as directed by Comcast. 4, Under Alternate Bid No. 4, PROVIDE photovoltaic inverter and production meter on wall adjacent to Owner's panel in Room 103. See attached sketch. 5. In Corridor 001, FEED the "C" and other connected light fixtures from circuit OP -35. Add one wall mounted emergency light outside door to Unit 1; feed from circuit OP -35. 6. Telephone network interface device shall be located on exterior wall adjacent to electric meters. • LINDGREN 6 SHARPLES, P.C. Consulting En��ineers 435 Cottage Street, Suite 1, Springfield, MA 01104 -4005 Phone: (413) 732 -4336 /Fax: (413) 731 -0786 98 King St., Florence, MA Project No. 2901 ADDENDUM NO.1 May 25, 2010 CHANGES TO DRAWINGS DRAWING FP 1.1 1. CHANGE Drawing Note "3" to read as follows: "The attic space will be insulated and wet pipe or dry pipe sprinklers may be used ". 2, First Floor Plan — ADD a Note "3" at the covered porch outside Public Toilet 104 — dry sprinkler protection is required at the cover porch. 3. First Floor Plan — ADD the following Note: "The sprinkler risers for the upper floors shall be run concealed where it passed through the first floor. All risers shall be run in walls or exposed in the Mechanical Room. DRAWING P 1.1 1. Ground Floor Plan — ADD the following Notes: • Disconnect and remove the existing gas service and all related piping located in proposed Toilet Room 003. • Disconnect and remove the existing sanitary risers located in proposed rooms 007B, and 005A — cap piping below slab. ® Disconnect and remove the existing water service and all associated piping located in proposed Room 003. DRAWING 111.1 1. ADD the following Note: "The hot water supply and return piping run to the radiator in Room 106 shall be run in front of the wall insulation and fed from the floor below. DRAWING H 1.2 1. CHANGE General Note "6" to read as follows: "6. 10" x 4" exhaust up through roof to new GY -1." - section 07300) for the standing metal seam roofing specified. Alternate No. 4: State the amount to be ADDED to the Base Bid for the addition of Solar Photo- Voltaic System as specified in Sub - Section 2.19 of Section 261000 Electrical, found in attached addendum items by Lindgren & Sharples. 1.16 01500 Temporary Facilities, item 2.03 sfter the words `weather protection' omit " * * * ** *add re: winter conditions" 1.17 01500 Temporary Facilities, item 2.05 Temporary Heat, add "Temporary heat is to be provided by Contractor as required for exection of the Work. The cost of all site utilites utilized for purposes of providing temporary heat is the responsibility of the Contractor, until the project is deemed substantially complete." 1.18 01.500 Temporary Facilities, item 2.16 Site Fence , omit item A. in entirety and replace with the following : itme " A. Temporary fencing: The General Contractor shall furnish and install temporary fencing around the entire construction site at each property line." 1.19 03310 Insulating Concrete Formwork , item 1.04 Alternates, omit in entirety and replace with the following: "Provide Logix Insulated Concrete products or approved equal." 1.20 07600 Flashing and Sheet Metal, Part 3, ADD "3.11 Typical window flashing details / procedure ", see attached pp. 6 1.21 08710 Door Hardware, item 1.10, A. omit the words, "ADT CARD KEY SYSTEM" 1.22 08710 Door Hardware, item 3.07, add the following: Hardware Set 10: Same as set 1 with office lock function See attached Changes to Specifications issued by Lindgren & Sharples CHANGES TO DRAWINGS Item #E Drawing Description 1.23 L.1 Existing Hedge shown to remain may alternatively be removed and replaced with Ligustrum x ibolium, privet, 3 -4' B &B, either one foot on center or root balls touching, 1.24 A.6 Door Schedule: Door 101, omit Hardware Set 9 and replace with Hardware Set 2 See attached Changes to Drawings issued by Lindgren & Sharples 9S King Street Street Renovation Addendum No. 1 Page 3 of 13 1.09 00100 Instructions to Bidders, item 1.05 A. omit in entirety and replace with the following: "Building will be empty and under the complete control of the contractor during construction." 1.10 00100 Instructions to Bidders, item 1.10 Bonds. omit "16 North Maple Street and replace with the following: "98 King Street Northampton" 1.11 00100 Instructions to Bidders, item 1.07 A. and B. omit " Valley Maple Street LLC" and replace with the following: • "Valley Community Development Corp." 1.12 01010 Summary of Work item 1.03 A. omit "end Date shall be three (3) months from start date" and replace with the following: "End Date shall be nine (9) months from the start date." 1.13 01010 Summary of the Work 1.02 A. Project Summary: omit items I -9 and replace with the following: "1. Selective Demolition 2. Hazardous Materials abatement 3. Removal of ex. brick foundation wall 4. New ICF foundation,wall 5. New construction as per drawings 6. MEP as per drawings 7. Sitework as per drawings 8. Temporary site fencing and snow removal during construction Omit item B. in entirety and replace with the following: " Access to the site is from adjacent property driveway via easement on the north side. The General Contractor is responsible for coordination and collaboration with the adjacent building traffic and operations as required." (See item 1.23 below for additional access) 1.14 01010 Summary of the Work 1.10, add the following: "J. The General Contractor is responsible for all snow removal required on site during construction, including the sitewalk along King Street." 1.15 01030 Alternates, omit 1,02 DEDUCT ALTERNATE — PERGOLA and add: Alternate No. 1: State the amount to be ADDED to the Base Bid if the Pergola is added (as per dwg. L.1, Landscape Plan and Dwg. L.3, Landscape Details. Alternate No. 2: State the amount to be ADDED to the Base Bid for replacing the existing 4" sewer line (location & depth to be verified in field) to the rear in place within the limits of the property. Maintain 2% pitch on 4" PVC to the property line, approximately 23 l.f. Engineer must be present - -- during construction in lieu of testing (can't be tested in advance). Alternate No. 3: State the amount to be DEDUCTED from the Base Bid for 1_ substituting class A 30 year guarantee asphalt shingle roofing (as per attached 98 King Street Street Renovation Addendum No. 1 Page 2 of 13 Ford Gillen Architects, I ne. 409 Main Street Amherst, MA 01002 Tel 413-253-2528 Fax 413 - 256 -1553 98 King Street fgaoffice @fordgillen.com Northampton, MA Project No. 2901 Kathleen E. Ford, ALA Bids Due June 9, 2010 William V. Gillen, AIA May 25, 2010 ADDENDUM NO. 1 The original drawings dated May 17, 2010 & specifications dated May 17, 2010 are hereby amended as follows. Receipt of this Addendum shall be acknowledged by inserting its number in the space provided on the Bid Form. This Addendum consists of _13_ pages text, and _0 pages of 11 x 17 sketches. CLARIFICATIONS TO SPECIFICATIONS & DRAWINGS: Item # Section/Dwg. Description 1.01 Dwg, L.3 Det. 3 Stone drywell detail includes 1 -2" uniformly graded course aggregate stone. 1.02 06200 Finish Carpentry. Counters are specified in item N. of section 2.03 Cabinets. 1.03 This project will be registered with energy star. All lighting fixtures and appliances are noted as such. 1.04 Dwg's A.1.1 and A.1.2 will be re- issued with correct lineweights and linetypes to clarify wall types designated in key. CHANGES TO SPECIFICATIONS Item # Section Description 1.05 00100 Instructions to bidders, item 1.01 A. omit "Thursday, April 12, 2010" and replace with the following: "Wednesday, June 9 2010. 1.06 00010 Invitation to Bid: omit "and be substantially completed by Feb. 1, 2011" and replace with the following: "and be substantially completed by April 1, 2011" 1.07 00100 Instructions to Bidders, item 1.03 A. omit "Thursday, April 8, 2010" and replace with the following: "Thursday, May 20, 2010. ■ 1.08 00100 Instructions to Bidders, item 1.04 A. omit "20- 8858547" and replace with the following: "22- 2906466" 98 King Street Street Renovation Addendum No. 1 Page 1 of 13 Zoning Board of Appeals - Decision City of Northampton Hearing No.: ZBA 2009 - 0008 Date: May 1, 2009 MOTION MADE BY: SECONDED BY: VOTE COUNT: DECISION: Bob Riddle Sara Northrup 3 Approved MINUTES OF MEETING: Available in the Office of Planning & Development. 1, Carolyn Misch, as agent to the Zoning Board of Appeals, certify that this is a true and accurate decision made by the Zoning Board and certify that a copy of this and all plans have been filed with the Board and the City Clerk on the date above. I certify that a copy of this decision has been mailed to the Owner and Applicant. (5 Matt,. NOTICE OF APPEAL An appeal from the decision of the Zoning Board may be made by any person aggrieved and pursuant to MGL Chapt 40A, Section 17 as amended, within (20) days [30 days for a residential Finding] after the date of the filing of this decision with the City Clerk. The date of filing is listed above. Such appeal may be made to the Hampshire Superior Court with a certified copy of the appeal sent to the City Clerk of Northampton. ECEIVE MAY 1 2009 ,_,,,j CITY CLERKS OFFICE NORTHAMPTON, MA 01060 May 22, 2009 I, Wendy Mazza, City Clerk of the City of Northampton, hereby certify that the above Decision of the Northampton Zoning Board of Appeals was filed in the Office of the City Clerk on May 1, 2009, that twenty days have elapsed since ch filing and that no appeal has been filed in this matter. 1 Attest: City Clerk �►V City of Northampton GeoTMS® 2009 Des Lauriers Municipal Solutions, Inc. Aq�fiA i? ` I ° L _ .'7E1 9..7.�L7.3t'. 13tY1�1 �C t �'m"�. f la Is r; MARIANNE L. DONOHUE Zoning Board of Appeals - Decision City of Northampton ( J 11111 II111111111 II I I Hearing No.: ZBA- 2009 -0008 Date: May 1, 2009 2010 000 5S Bk: 10244P9: 167 Page: 1 of 2 APPLICATION TYPE: SUBMISSION DATE: Recorded: 07/27/2010 03:02 PM Commercial Finding 4/2/2009 Applicant's Name: _Owners Name: NAME: NAME: VALLEY CDC VALLEY COMMUNITY DEV CORP ADDRESS: ADDRESS: 30 MARKET ST 30 Market Street TOWN: STATE: ZIP CODE: TOWN: STATE: ZIP CODE: NORTHAMPTON MA 01060 NORTHAMPTON MA. , 01060 PHONE NO.: FAX NO.: PHONE NO.: FAX NO.. (413) 586 -5855 0 586 -7521 (413) 586 -5855 0 EMAIL ADDRESS: EMAIL ADDRESS: Site Information: Surveyor's Name: STREET NO.: SITE ZONING: COMPANY NAME: 98 KING ST GB(1001/ TOWN: • ACTION TAKEN: ADDRESS: NORTHAMTPON MA 01060 Grant MAP:. BLOCK: LOT: MAP DATE: SECTION OF BYLAW; 31B 157 001 Chpt. 350- 9.3: Pre - existing Nonconforming TOWN: STATE: ZIP CODE: Book: Page: Structures or Uses May be Changed, 2246 326 Extended or Altered. PHONE NO.: FAX NO.: EMAIL ADDRESS: NATURE OF PROPOSED WORK: Renovate Building for mixed uses with residential in the basement. HARDSHIP: CONDITION OF APPROVAL: FINDINGS: The Zoning Board of Appeals granted the Finding based on the materials and graphics submitted with the application. The Findings of the Board under Section 9.3 for the expansion of the residential uses in the basement were as follows: 1. The Board found that the expansion would not be substantially more detrimental to the neighborhood than the existing nonconforming use within the basement and the previous non - conforming residential use on the first floor is being converted to conforming commercial use. 2. The Board found that the mixed use building would not extend any closer to any front, side, or rear property boundary than the current zoning allows. The structure fully conforms. 3. The Board also determined that the new construction would not create any new violation of other zoning provisions; and does not involve a sign. COULD NOT DEROGATE BECAUSE: FILING DEADLINE: MAILING DATE: HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE: 3/24/2009 4/18/2009 5/7/2009 REFERRALS IN DATE: HEARING DEADLINE DATE: HEARING CLOSE DATE: FINAL SIGNING BY: 'APPEAL DEADLINE: 4/11/2009 6/6/2 4/23/2009 5/7/2009 5/21/2009 FIRST ADVERTISING DATE: HEARING DATE: VOTING DATE: DECISION DATE: 4/9/2009 4/23/2009 4/23/2009 5/1/2009 SECOND ADVERTISING DATE: HEARING TIME: VOTING DEADLINE: DECISION DEADLINE: 4/16/2009 5:40 PM 5/7/2009 „ 7/11/2009 MEMBERS PRESENT: VOTE: Malcolm B.E. Smith votes to Grant Sara Northrup votes to Grant Bob Riddle votes to Grant GeoTMS® 2009 Des Lauriers Municipal Solutions, Inc. Official Receipt for Recording in: Hampshire County Registry of Deeds 33 King St. Northampton, Massachusetts 01060 Issued To: VALLEY COMMUNITY DEV CORP 586 -5855 30 MARKET ST NORTHAMPTON MA 01060 Recording Fees * * Document Recording Description Number Book /Page Amount * * DECIS 00015588 10244 167 $75.00 VALLEY CDC $75.00 Collected Amounts * * Payment Type Amount * * Check 2831 $75.00 $75.00 Total Received : $75.00 Less Total Recordings: $75.00 Change Due $.00 Thank You MARIANNE DONOHUE - Register of Deeds By: Marilyn H Receipt# Date Time 0224612 07/27/2010 03:02p Reprinted By: Marilyn H Reprinted On: 07/27/2010 03 :04p Teagno Construction Inc. 228 Triangle Street Amherst, MA 01002 Ph 4135490803 Letter of Transmittal To: Louis Hasbrouck Transmittal #: 1 CITY OF NORTHAMPTON BLDG INSP Date: 7/27/2010 212 MAIN ST Job: 10 -023 98 King St. NORTHAMPTON, MA 01060 Ph: (413)587 -1239 Fax: (413) 587 -1272 Subject: Permit Application 98 King St WE ARE SENDING YOU Attached Under separate cover via None the following items: Shop drawings Prints Plans Samples Copy of letter Change order Specifications Other Document Type Copies Date No. Description Other 1 7/27/10 Permit other than one or two family Other 1 Construction Control 6 pages Other 1 Worker's Comp Affidavit 2 pages Other 1 Fire Narrative 5 pages Other 1 Chap 34 Review 5 pages Other 1 Plans 31 pages Other 1 Check # 12953 $5,616.00 Other 1 = Spec Book & Addendums 1 -6 I THESE ARE TRANSMITTED as checked below: <? For approval Approved as submitted Resubmit copies for approval For your use Approved as noted Submit copies for distribution As requested Returned for :;orrections Return corrected prints For review and comment Other FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US Remarks: Louis, Kathy Ford will email you (pdf) a full set of plans Thank you, Copy To: From: Gallinaro, Louis (TEAGNO CONSTRUCT IC N) Signature - C 04 If enclosures a. re not as notes. Kindly notify us at once. Page 1 of 1 n,. 3408.6.2.3.3 Gravity Load There are no changes to the existing joist systems. All new beams, Capacity columns and footings meet the standards for new construction. 3408.7 Lateral Loads 1. The prescribed wind loads on the north and south faces are 13 kips, or 217 lbs per foot on the exterior east and west walls. The prescribed wind loads on the east and west faces are 4.9 kips, or 39 lbs per foot on the exterior north and south walls. 2. The prescribed seismic load is 4 kips, or 136 lbs per foot on the exterior east and west walls and 64 lbs per foot on the exterior north and south walls. The allowable shear load on horizontal wood sheathed walls is in excess of 200 lb /ft. As noted above, there appears to be no racking in the exterior walls. 3408.8.2 Snow Load As noted above the roof is being rebuilt, and will be in complete compliance of 780 CMR, 7t edition. ROBER LEFT "', STRUCTURAL 38942 %IMO i f lam i N E A Structural & Civil Engineering Page 2 of 2 P.O.B. 881, Wendell, MA 01379 tel/fax 978- 544 -8000 I N E E I July 21, 2010 Structural & Civil Engineering P.O.B. 881, Wendell, MA 01379 tel/fax 978 - 544 -8000 CHAPTER 34 STRUCTURAL REVIEW VCDC 98 King Street, Northampton, Project # 09061 CODE REFERENCE REVIEW 3400.3 Applicability The building has been in use historically and within the last five years as an R -3 two family residence with a hazard index of 2. The proposed use is a multi - family R -2 residence with more than four families and a hazard index of 4. There is a proposed inhabitable 258 square foot single story addition structurally attached to the southwest corner of the building. The porch and ramp systems will also be reconfigured. 3408.0 Structural The building needs to comply with the structural requirements of 3408 Requirements 3408.1 General The existing building is pre -1975. All additions and new structural work Requirements must comply with 780 CMR , 7t Edition. 3408.4 Level of Work The new structurally attached additions of 258 sq. feet comprise less than 10% of the existing 5580 sq. foot building. The effective seismic weight also increases by less than 10 %. Less than 5% of the existing floor and roof tributary area will be removed. This project falls under Level 2 work. 3408.6 Structural Review 98 King Street was been completed gutted and inspected. The brick foundation is unsuitable for subsurface construction and shows signs of collapse in the southeast corner, and therefor the entire foundation will be replaced. The wood framing has been partially rebuilt is in generally excellent shape, with little if any sag in the floors and no discernable racking. The roof structure appears to be excellent condition, but will be rebuilt to comply with the new needs of the building. The other major structural work to the existing building consists in providing a new system of columns and beams to replace the existing interior walls which are being relocated to accommodate the new design requirements. The rafters will need to be tied down to the wall framing by the use of hurricane clips. 3408.6.2.2.1 Geotechnical As noted above, the existing foundation is in good shape with no Review evidence of settlement. The soil is a medium dense sand and non - plastic silty sand with no danger of liquifaction and an allowable bearing capacity of 6000 lbs per sq. ft. The additions will impose a maximum load of under 2000 psf for the three story addition. , 780 CMR 11: INTERIOR ENVIRONMENT 1207.2 Air -borne Sound: STC rating of not less than 50 All proposed partitions between public areas and dwelling units and between dwelling units provided with resilient channels and insulation for STC of 50. 1027.3 Structure -borne Sound: ILC rating of not less than 50 All proposed floor assemblies provided with resilient channels and insulations for ILC of 50. 1208.2 Occupiable spaces, habitable spaces, and corridors shall have a ceiling height of not less that 7' -6 ". Bathrooms & kitchens shall be permitted to have ceiling height of not less than 7' -0 ". 2. For spaces with sloped ceilings, prescribed ceiling height for the room is required to be one - half the area there -of, and portions of room measuring less than 5' shall not be included in min. area computation. 04\4 , 44 9 AMHERST ) MASSS. © e. OF ��/ Building Height: (3) stories, 60 ' allowable Existing/Proposed Bldg.: (3) stories, height above grade = 33' -6" 780 CMR 6: TYPES OF CONSTRUCTION Existing type 5B construction, 0 fire resistive construction required for building elements. 780 CMR 7: FIRE RESISTANCE RATED CONSTRUCTION Corridor walls and walls and floors separating dwelling units and commercial in sprinklered building of 5B construction must have '/2 hour separation (708.3 (Table 1016.5), exception 2 & 7.11.3 exception). 1 hour walls required around vertical egress stairs. Proposed project complies (1 hour walls as per item 14 -1.3 in table 720.1(2)). 708.4 Continuity Exception 5: Fireblocking or draftstopping is not required at the partition line in group R -2 buldings that do not exceed four stories in height provided the attic space is subdivided by draftstopping into areas not exceeding 3,000 s.f. Table 715.3 Opening Protectives: one hour doors & frames required at fire stairs, 20 minute doors & frames required at corridor walls. All doors labeled and provided with closers as per CMR715 780 CMR 8: INTERIOR FINISHES Table 803.5, sprinklered building: Class C finishes required throughout. 780 CMR 10: MEANS OF EGRESS Total Occupants Residential: 4560 GSF ** / 200 sf per occupant = 23 occupants Total Occupants Commercial: 1170 GSF ** Business Occupancy @ 100 sf per occupant = 12 occupants Mecantile Occupancy @ 30 sf per occupant = 39 occupants ** not including 130 sf mechanical room on first floor 1007.1, Exception 1: Accessible means of egress are not required in alterations to existing buildings. 1018.2 Buildings with One Exit: Table 1018.2 and note c. Only ONE exit is required in R occupancy with 4 dwelling units per floor and 50 feet travel distance in buildings classified as Group R -2 equipped throughout with an automatic sprinkler system...and provided with emergency escape and recue openings in accordance with 780 CMR 1025 shall have a maximum height of three stories above grade. Proposed building is (3) stories above grade. One fully enclosed exit is provided as required and one partially enclosed exit provided from each residential floor. Proposed commercial use is on first story w/ one exit provided as per Table 1018.2, for less than 50 occupants and 75 feet travel distance. 1025.2 Emergency escape and resuce openings shall have 5.7 s.f. min openings of min. net clear 20" wide x 24" high. Ford Gillen CHAPTER 34 REVIEW Architects, Inc. 780 CMR 7 Edition 409 Main Street Amherst, MA 01002 Tel 413-253-2528 Fax 413 - 256 -1553 fgaoffice@fordgillen.com Kathleen E. Ford, AIA William V. Gillen, AIA RE: 98 King Street DATE: May 1, 2010 FGA NO.: 2901 Project Description: Renovation of and addition to an existing three story wood framed house, (built in 1880) to house nine (10) efficiency apartments, and ground floor commercial accessible from King Street.. Project includes removal and re- building of existing foundation walls and excavation to lower top of existing slab, removal of all existing roofing and roof framing, selective demolition of partial wood framing, new construction and finishes, repairs and renovations to the existing house exterior, and site work. Zoning district: Greater Business (GB). Finding for building of residential units at the basement walk out level approved by Northampton Zoning Board on May 1, 2009. A 248 s.f. addition is allowable as of right without additional parking requirements. The building prior to VCDC acquiring it was mixed use commercial and residential ..B on ground and basement and R -2 (3 apartments) on upper floors going back to at least 1985. Information is from assessors. Proposed project maintains existing use. 780 CMR 34: EXISTING STRUCTURES 3403.1 Hazard Index : Change of use from R2 (3 unit) to R2 = 4 — 2 = 2. Type 5B Construction Classification. Building will be fully sprinklered. 3405.1 When hazard index is 2 or more, the existing building shall conform to the requirements of the code for new construction, except as provided in 780 3408.0 (structural requirements for existing buildings) or as otherwise allowed by 780 CMR 3407.0 (energy provisions for existing buildings). This project will comply as follows: 780 CMR 3: USE & OCCUPANCY CLASSIFICATION: Mixed Use R2 (Enhanced SRO - Boarding) and B (Business) 780 CMR 5: GENERAL BUILDING HEIGHTS AND AREAS (table 503) Building GSF: 14,000 s.f. per floor allowable w/ fully sprinkered EXISTING s.f PROPOSED s.f. Basement(full)= 1,452 1,452 First floor = 1,452 1,700 Second floor = 1,452 1,452 Third floor = 1,405 1,405 Total Proposed 5,761 6,009 City of Northampton j3 mar -� 3 Massachusetts ipC -1i.w 1 f ', ' " D Ee' 72 NT OF HOI. INSPECTIONS ' ; � '' -.' » , ` „a..„�• ` �`w � •_. „ 212 Ida in Street • Municipal IluilGiing .i. ,.., • -r`` very ..A' S �+�. 1 . � . � 2gs�zth t ny 2341 pi06C i, 3.1% INSPECTOR CTOR Louis Hasbrouck Fax: 413 - 587 -1272 Building Commissioner Phone: 413 - 587 - 1240 Assistant Commissioner CONSTRUCTION CONTROL DOCUMENT (For proiasslonat EnginearslArchitects responsible for Entire Project) Project Title, ft t NUJ 5314,tir 4140 6r1-4- Date: / . S ' I D Project Location: 07 f1S?-J �' Map:51 Part ei :1 ( Zone:4 8 Scope of Project; 4 t f • f r 4k'i7 p ! n 0- 1-4 in accordance with the sixth edition Massachusetts State Building Code, 780 CMR " Section 116.0: I, 1 e4, • Mass. Registration # Yd 1 being a registered professional Engineer /Architect hereby CERTIFY that 1 have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: )4ENTIRE PROJECT for the above named project and that to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, ail acceptable engineering practices and all applicable Laws for the proposed project. Furthermore, 1 understand and AGREE that 1 shall perform the necessary professional services to determine that the above mentioned portions of the work proceed in accordance with the documents approved: for the binding permit and shall be responsible for the following as specified in Section 116.2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction documents as submitted for the building permit, and approval for the conformance to the design concept. 2. Review and approval of the quality control procedures for all code- required controlled materials. 3.. Be present at intervals appropriate to the stage of construction to become generally familiar with The progress and quality of the work and to determine, in general, if the work is being performed in a matter consistent with the construction documents. 1 shall submit periodically, in a form acceptable to the building official, a progress report together with pertinent comments. Upon completion of the work, 1 shall submit to the building official a final report as to the satisfactory completion and readiness of the project for occupancy. ' i o - and Seal of �� - »,. tered Professional : s �, z o,5�� r~ i F�� itaL0.0.11 ,I Or MASS. J, 2i ✓ Day of l LLI 20 � d C. 9 ei @ e, (seat) 444, MP.`'S . - 4ull) 10:26 AIM HOLYOKE P.01 =01 NOTICE =_ NOTICE TO is = 747 TO EMPLOYEES ; _ __� EMPLOYEES The Commonwealth of Massachusetts DEPARTMENT OF INDUSTRIAL ACCIDENTS 600 Washington Street, Boston, Massachusetts 02111 617 - 727 -4900 As required by Massachusetts General Law, Chapter 152, Sections 21, 22 & 30, this will give you notice that 1(we) have provided for payment to our injured employees under the above mentioned chapter by insuring with: ASSOCIATED INDUSTRIES OF MASSACHUSETTS MUTUAL INSURANCE COMPANY NAME OF INSURANCE COMPANY 54 THIRD AVENUE, P.O. BOX 4070, BURLINGTON, MA 01803 -0970 ADDRESS OF INSURANCE COMPANY WMZ 8006223012010 04/01/2010 - 04/01/2011 POLICY NUMBER EFFECTIVE DATES 97 Center Street Phillips Insurance Agency Inc. Chicopee, MA 01013 (413) 594 -5984 NAME OF INSURANCE AGENT ADDRESS PHONE Teagno Construction, Inc. 228 Triangle Street Amherst, MA 01002 EMPLOYER ADDRESS 04/27/2010 EMPLOYER'S WORKERS COMPENSATION OFFICER (IF ANY) DATE MEDICAL TREATMENT The above named insurer is required in cases of personal injuries arising out of and in the course of employment to furnish adequate and reasonable hospital and medical services in accordance with the provisions of the Workers Compensation Act. A copy of the First Report of Injury must be given to the injured employee. The employee may select his or her own physician. The reasonable cost of the services provided by the treating physician will be paid by the insurer, if the treatment is necessary and reasonably connected to the work related injury. In cases requiring hospital attention, employees are hereby notified that the insurer has arranged for such attention at the NEAREST AND BEST MEDICAL FACILITY NAME OF HOSPITAL ADDRESS TO BE POSTED BY EMPLOYER The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia 7kers' Compensation Insurance Affidavit: Builders/ Contractors /Electricians /Plumbers int Information Please Print Legibly Business /Organization /Individual): ied y uo Loo,ri-ku oA) w ;s: eR rya / ;tate /Zip:I/ i / J 4/ 0 /0&- Phone #: ` j ' - 7'1'903 a an employer? Check the dp propriate box: Type of project (required): am a employer with 0 4. n I am a general contractor and I mployees (full and/or part-time).* have hired the sub contractors 6. 11] New construction am a sole proprietor or partner- listed on the attached sheet. 7. [Remodeling ;hip and have no employees These sub - contractors have H. n Demolition working for me in any capacity. employees and have workers' comp. insurance. 9. Building addition [No workers' comp. insurance p. required.] ui 5. We are a corporation and its 1O.n Electrical repairs or additions q � I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] r c. 152, §1(4), and we have no employees. [No workers' 13.0 Other comp. insurance required.] applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information. neowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tractors that check this box must attached an additional sheet showing the name of the sub - contractors and state whether or not those entities have ayees. If the sub - contractors have employees, they must provide their workers' comp. policy number. i an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site rmation. ranee Company Name: /7. 7 A-1 • : y # or Self -ins. Lic. #: £ ' fl " Poo 6A92..lo l4© /o Expiration Date: �� /� f� Site Address: 9? lo?i tC, n . City /State /Zip: Aeb c i b fi # O tch a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). are to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a up to $1,500.00 and /or one -year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine p to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of ;stigations of the DIA for insurance coverage verification. hereby rti . nder the pai d penalties of perjury that the information provided above is true and correct. iature: f If V Date: 7/t 3/w ne #: // - 7 -O O. )fficial use only. Do not write in this area, to be completed by city or town official. :Ay or Town: Permit /License # ssuing Authority (circle one): . Board of Health 2. Building Department 3. City /Town Clerk 4. Electrical Inspector 5. Plumbing Inspector Other 'intact Person: Phone #: f ,tr` f X � .. ._ J4 City of Northampton 1 Massachusetts F�C� ( t DEPARTMENT OF BUILDING INSPECTIONS ?; 212 Main Street ■ Municipal Building vete_ w t yr Northampton, MA 01050 .PMP LNSPECTOR Buis Hasbrouck Fax: 413 -587 -1272 ng Commissioner Phone: 413 -587 -1240 Assistant Commissioner .SECONDARY CONSTRUCTION CONTROL DOCUMENT (For professional Engineers /Architects responsible for a portion of a controlled project) � T I /2. CV/ O oject Title: �� "" ��7 0'U�?Z 4'2.1 Date: •oject Location: V r-71-(L r' )lr 4-0 (7J Map• g Parcel: © 7 Zone: 41; cope of Project: .r - Ap n accordance with the sixth edition Massachusetts State Building Code, 780 CMR Section 116.0: Le.tr Mass. Registration # g 9 4 2 , being a registered professional Engineer /Architect hereby CERTIFY that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Fire Protection [ ] Architectural XStructural [ ] Mechanical [ ] Electrical [ ] Other (specify) for the above named project and that to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable Laws for the proposed project. Furthermore, I understand and AGREE that I shall perform the necessary professional services to determine that the above mentioned portions of the work proceed in accordance with the documents approved for the building permit. Upon completion of the work, I shall submit to the building official a final report as to the satisfactory Completion of the above mentioned work. itt Signature and Se of Regist d Professional L` � ROBERT T. t_EET STRUCTURAL 1 - 4 Day of ('V/, 20 / 9 $942 (seal) - City of Northampton Massachusetts x�sr AL C t DEPARTMENT OF BUILDING INSPECTIONS 'a ; 212 Main Street • Municipal Building !° Northampton, MA 01060 1. INSPECTOR Louis Hasbrouck Fax: 413 -587 -1272 ding Commissioner Phone: 413 - 587 -1240 Assistant Commissioner SECONDARY CONSTRUCTION CONTROL DOCUMENT (For professional Engineers /Architects responsible for a portion of a controlled project) 'roject Title: K'«"G) S712x J Date: ^. 1 L'� f 'roject Location: Ll f.1 /U lulfi'k► P p ( Parcel: J 1 Zane: Scope of Project: CTT g..At, • ff.-Avg -3 f'ry P G TZ d-J In accordance with the sixth edition Massachusetts State Building Code, 780 CMR Section 116.0: ,q i, C.1,m,t9 eattc. P 9wArt tars Mass. Registration # 946 , being a registered professional Engineer /Architect hereby CERTIFY that 1 have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Fire Protection [ ] Architectural [ ] Structural KMechanicat [ ] Electrical [ ] Other (specify) for the above named project and that to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable Laws for the proposed project. Furthermore, 1 understand and AGREE that 1 shall perform the necessary professional services to determine that the above mentioned portions of the work proceed in accordance with the documents approved for the building permit. Upon completion of the work, 1 shall submit to the building official a final report as to the satisfactory Completion of the above mentioned work. SignaQr and Seal • Regis � • / CNARIES ',, --��-- SHARPIES .7 Day of DULY 20 /0 4328940 b4!sOt 1 ir e &0t4AL % . (seal) City of Northampton Massachusetts 1� DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municipal Building ,as x Northampton, MA 010 j th� INSPECTOR Louis Hasbrouck Fax: 413- 587 -1272 ding Commissioner Phone: 413 -587 -1240 Assistant Commissioner SECONDARY CONSTRUCTION CONTROL DOCUMENT (For professional Engineers!Architects responsible for a portion of a controlled project) ' roject Title: / G Pt - � I - tj N 4 ' Date: / / [ 0 I 157 '' I� > roject Location: v r-+t f trire -4?f' ' , f)17.( Map.3 / Parcei:(,r,,j Zone: 6 Scope of Project: U T t /k p I l 0 In accordance with the sixth edition Massachusetts State Building Code, 780 CMR Section 116.0: Mass. Registration # r 0 / / I 3 being a registered professional Engineer /Architect hereby CERTIFY that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Fire Protection 'Architectural [ ] Structural [ ] Mechanical [ ] Electrical [ ] Other (specify) for the above named project and that to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable Laws for the proposed project. Furthermore, I understand and AGREE that I shall perform the necessary professional services to determine that the above mentioned portions of the work proceed in accordance with the documents approved for the building permit. Upon completion of the work, 1 shall submit to the building official a final report as to the satisfactory Completion of the above mentioned work. Zti� Cy igna . e and Seal of - • i •. ered Professional Oc' rF BEN A.0 , . Ariarz c; Z No.10193 - 0 lin A.MHERST to MASS. Day of (.i 20 � * ei /STE.O 'r 44 71 OF 14 . 0 (seal) City of Northampton 41 4' Massachusetts 1,t�� Li DEPARTMENT OF BUILDING INSPECTIONS *� 212 Main Street • Municipal Building ,t, �.x Northampton, MA 01060 ,pis Hasbrouck Fax: 413 -587 -1272 ig Commissioner Phone: 413 -587 -1240 Assistant Commissioner SECONDARY CONSTRUCTION CONTROL DOCUMENT (For professional Engineers /Architects responsible for a portion of a controlled project) ■ect Title: �;� C j � t� -F(, � ��. -riT' 1�� 1/ • Date: eject Location: f - - fl 'f/I /U R-77-fAnuf Mac: [ ? Parcel: • Zone: (1 6 :ope of Project: t jr (f1 i- • f 4'?* g -t- f\- i' t. rt. o > J accordance with the sixth edition Massachusetts State Building Code, 780 CMR Section 116.0: G V e° � 0 L /h c 1 r e h l IY Mass. Registration # .,u4 /WSJ" , aeing a registered professional Engineer /Architect hereby CERTIFY that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Fire Protection [ ] Architectural [ ] Structural [ ] Mechanical j( Electrical [ ] Other (specify) for the above named project and that to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable Laws for the proposed project. Furthermore, I understand and AGREE that I shall perform the necessary professional services to determine that the above mentioned portions of the work proceed in accordance with the documents approved for the building permit. Upon completion of the work, I shall submit to the building official a final report as to the satisfactory Completion of the above mentioned work. N,k OF Signature and Seal of Registered Professional ` U 3S,O Dayof Val 20/0 „ r o �4 5 y (seal) : \� ^ * 19 1 0.0 4444i ��««l �� & � ti )i ' 4 w : \ \ , \ �f 4, ' / w \ « 4 / ! \: # ¥77 City of Northampton ttA Massachusetts �} DEPARTMENT OF BUILDING INSPECTIONS t u r 212 Main Street • Municipal Building 0 . .en e Northampton, MA 01060 5 .ODN INSPECTOR .ouis Hasbrouck Fax: 413 -587 -1272 ling Commissioner Phone: 413 - 587 -1240 Assistant Commissioner , CONSTRUCTION CONTROL DOCUMENT (For professional Engineers /Architects responsible for a portion of a controlled project) roject Title: 0 Yo-4 44,..murgi wa i Date: '7 o 167 — , roject Location: S 1 - /'t??J e J ' t1T) - Map?! & Parcel: co Zone: 44 Scope of Project: 4- r gAk. " ff '> 1 App.! -r n In accordance with the sixth edition Massachusetts State Building Code, 780 CMR Section 116.0: I, ' J <#-(Z q m P BEL[ , Mass. Registration # 3 3/q7 , being a registered professional Engineer /Architect hereby CERTIFY that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Fire Protection [ ] Architectural [ ] Structural [ ] Mechanical [ ] Electrical [+ Other (specify) C--/ VC C 426 for the above named project and that to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable Laws for the proposed project. Furthermore, I understand and AGREE that I shall perform the necessary professional services to determine that the above mentioned portions of the work proceed in accordance with the documents approved for the building permit. Upon completion of the work, I shall submit to the building official a final report as to the satisfactory Completion of the above mentioned work. Signature and - .sV:f ister Professional ...,0 ,1-Day of Jill. y 20 //) �1.1 CAVIL N 91 "San (seal City of Northampton jr Massachusetts,.: 7 * tomom w t'. ,�� f { `, i f:O DEPARTMENT OF BUILDING INSPECTIONS g w �.r 212 Main Street • Municipal Building 6 1 �� ' Northampton, MA 01060 41/1, g INSPECTOR Louis Hasbrouck Fax: 413 - 587 -1272 ding Commissioner Phone: 413 -587 -1240 Assistant Commissioner ECONDARY CONSTRUCTION CONTROL DOCUMENT (For professional Engineers /Architects responsible for a portion of a controlled project) ' roject Title: S k L U - t1 Ti31 Date: / ' 2- ''' / 0 roject Location: W,5 ( it Map: [ Parcel:00( Zone: 4,g Scope of Project: 4 c fraer5X //11 P f " ,k pl 1) q%.1 In accor ce with the sixth edition Massachusetts State Building Code, 780 CMR Section 116.0: I, .24-5 4k-eV, 6 c-- t/t -•_• Mass. Registration # ! ki W being a registered professional Engineer /Architect hereby CERTIFY that 1 have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Fire Protection [ ] Architectural [ ] Structural [ ] Mechanical [ ] Electrical [b j Other (specify) ' [t€ for the above named project and that to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable Laws for the proposed project. Furthermore, I understand and AGREE that I shall perform the necessary professional services to determine that the above mentioned portions of the work proceed in accordance with the documents approved for the building permit. Upon completion of the work, f shall submit to the building official a final report as to the satisfactory Completion of the above mentioned work. Sigyr6rUre and Seal of Registered Professional , YJ 2 3 Day of J 20 0 (seal) - Versionl.7 Commercial Building Permit May 15, 2000 10- STRUCTURAL PEER REVIEW (780 CMR 110.11) nt Structural Engineering Structural Peer Review Required Yes 0 No 0 11 - OWNER AUTHORIZATION - TO BE COMPLETED WHEN AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Oa n n-C ti.,,U(tM p Lt ( 'fez: u-t i 9r-e, 1) (V.cc. as Owner of the subject property a uthorize D o l ∎ P t - 0 7 , TeQ 3 a ?a* S . 1.E' 9 JC (°„a,.4.$1 Gi'-0 -7- to ny behalf, in altmatters -lative to work authorized by this building permit application. t � /9_,) 7 / 13 /i 0 ire of Owner 1 Date ) O' aq-G, D - T. ► Q&a v 0 IOeE S • .61, /N el' O tv(dCf(e , , 2,vc • , as Owner /Authorized (Sp g/0 it hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge oelief. led under the pains and penalties of perjury. It Name 7"//:4‘44/ In.ture of Owner /A. t Dat ECTION 12 - CONSTRUCTION SERVICES .1 Licensed Construction Supervisor: Not Applicable 0 r me of License Holder : Da do 4 -b , \ �At.5 Ai 0 � s JP 1 7/[o License Number 1 r 14 42-.) /Q J1'. 4044 "1 + /Y2/}-- 0/0. 0 it- ///o .w /a-- dress Expirat n Dat -op o ln. tury Telephone ECTION 1 - ?'YORKERS' COMPENSATION INSURANCE AFFIDAVIT (M.G.L. c. 152, § 25C(6)) orkers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result the denial of the issuance of the building permit. fined Affidavit Attached Yes er No 0 Version1.7 Commercial Building Permit May 15, 2000 TION 9- PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES - FOR BUILDINGS AND STRUCTURES SUBJECT TO ISTRUCTION CONTROL PURSUANT TO 780 CMR 116 (CONTAINING MORE THAN 35,000 C.F. OF ENCLOSED SPACE) 'registered Architect: d cry 14 t .R,�- t z.Q•i2-' w1. S A Not Applicable ❑ D0 �1 to (Registrant): N t t t/� d' Lev e y-e M q Registration Number ire: f Expiration Date A Ad— •-• 1 3(07 ( 11 5 ' 0 — 3 — � I inature Telephone rRegistered Professional Engineer(s): lame Area of Responsibility \ddress Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor C.trj4/TR— GT(t Q V l N Not Applicable ❑ Company N me: p004 u Qa ,v Responsible In Charge of Construction Addre O► Signature Telephone Version] .7 Commercial Building Permit May 15, 2000 ON 9- PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES - FOR BUILDINGS AND STRUCTURES SUBJECT TO ,TRUCTION CONTROL PURSUANT TO 780 CMR 116 (CONTAINING MORE THAN 35,000 C.F. OF ENCLOSED SPACE) 3gistered Architect: Not Applicable ❑ (Registrant): Registration Number ess Expiration Date iature Telephone 'Registered Professional Engineer(s): R ao e, - Lt et 51;<-- vetve" .me Area of Responsibility 1tI I,,�th��L► nQ 01117 t ddress Registration Number 7 778 S (1 6 69 /,/ signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor /C c� q t7 ,� f LI CT �� f7�J L AJ Not Applicable ❑ Company N me: pQ J* u - 'Tea, Al Responsible in Charge of Construction o - Fr (*ci- /e s1 '��J , ` 0 /4 a Addre•� . ,' CY1--19,0 -r ! Signature Telephone Version1.7 Commercial Building Permit May 15, 2000 ‘ V 9- PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES - FOR BUILDINGS AND STRUCTURES SUBJECT TO tUCTION CONTROL PURSUANT TO 780 CMR 116 (CONTAINING MORE THAN 35,000 C.F. OF ENCLOSED SPACE) istered Architect: Not Applicable ❑ Zegistrant): Registration Number Expiration Date ure Telephone tegistered Professional Engineer(s): 4 n,p Cz Area of Responsibility lv / Sr -E- ' 11,4 c / 3 yy Tress Registration Number 4 /73-5:? 3 .- - 3/0( '331F natur Telephone Expiration Date ame Area of Responsibility \ddress Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor t) 41rR.V Cr( 0 '1 , .LNG- Not Applicable ❑ Company N me: pow46 "Mal J0 Responsible In Charge of Construction 14/ if o / Addre cry - ofo_r Signature Telephone Version 1.7 Commercial Building Permit May 15, 2000 19- PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES - FOR BUILDINGS AND STRUCTURES SUBJECT TO ,UCTION CONTROL PURSUANT TO 780 CMR 116 (CONTAINING MORE THAN 35,000 C.F. OF ENCLOSED SPACE) stered Architect: Not Applicable ❑ egistrant): Registration Number Expiration Date ire Telephone ,egistered Professional Engineer(s): =ver -f o J q re Jv'. E1ectr c a l a Area of Responsibility 3S'_w ale S"f SC,r�i eId piAat ress Registration Number / 17-. v^ 413 - 73 2.-43 3 6° 3b nature Telephone Expiration Date t .s_ P .5, gib/. /zL - s' Aid 1 3me Area of Responsibility - 3 S G v 77" 4. S :/ S PR/ A/AcJe D 2 6 9 ,ddress Registration N tuber adotAfee-ta- „i2/44/ki(jia-t_ 4) 3 73z -336 ' ,20/` Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor t a.. /4. et7i0fre.(- Cr 0 4) ..s- w C Not Applicable ❑ Company N me: p0/04 u '3`: Tea, A> Responsible In Charge of Construction Addre: ©' Signature Telephone Versionl.7 Commercial Building Permit May 15, 2000 SECTION 9- PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES - FOR BUILDINGS AND STRUCTURES SUBJECT CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116 (CONTAINING MORE THAN 35,000 C.F. OF ENCLOSED SPACE 9.1 Registered Architect: Ko t -- eIJ - 1Z, 2 Not Ap licable ❑ Name (Registra ): n 1 1 0e) 1}2A1?"-1 C r'. }') C j r j i h t C ! c o Registration Number Addres I� Expira on Date 1)c-ct' 4/3 ) 3 , 7 � L() Sign. ture Telephone 9.2 Registered Pro • ssionai Engineer(s): Name Area of Responsibility Address Registration Number Signature Telephone . Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor G , . t ) ? ej,af ",RG., c r. Q .. N �- Not Applicable ❑ Company N me: poi *G u '3- f ea,N Responsible In Charge of Construction A Tr r'ap /te r 14/4ff °�'f�` oy-0/0v 01- Addre CYp t' / Signature Telephone Versionl,7 Commercial Building Permit May 15, 2000 3. NORTHAMPTON ZONING Existing Proposed Required by Zoning This COlumn to be filled in by Building Department Lot Size 3 .--./ /‘ 8 S J /4'"f' Frontage 694. fe q 6f'4"` Setbacks Front d 0 Side L 0 R: e L: / ° R:' b Rear b YJ Building Height Bldg. Square Footage A 6 % AI je 3/ X Open Space Footage % q 9 (Lot area minus bldg & paved VO b 7 Y_ Q.x.. 1t" 5 parking) o # of Parking Spaces Fill: (volume & Location} A. Has a Special Permit /Variance /Finding ever been i .11-. for /on the site? NO DON'T KNOW , ' / IF YES, date issued: ? 4. IF YES: Was the permit record-d a - Registry of Deeds? NO DON'T KNOW V YES IF YES: enter Bo.• Page and /or Document # B. Does the site contain a brook, body of water or wetlands? �v0/ DON'T KNOW 0 YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , Date Issued: C. Do any signs exist on the property? YES 0 NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES 0 NO IF YES, describe size, type and location: E. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan that will disturb over 1 acre? YES 0 , NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. Versionl .7 Commercial Building Permit May 15, 2000 , 14- CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 `; EET OF ENCLOSED SPACE Alterations 1!f Existing Wall Signs ❑ Demolition ❑ Repairs ❑ Additions ❑ Ac ssory Building ❑ Alteration ❑ Existing Ground Sign ❑ New Signs ❑ Roofing ❑ Change of Use Other ❑ Description Enter a brief description here. R,emoua..* Q QXI.PV)AI Bpi ( I i ¢e 14444 posed Work: 10 e PC iC. e t1-c. y 1 ,i1-s- : 41 1 r p OA,alt nit. e,Opr mt ?r +�C' , YZ19. '2 ON 5 - USE GROUP AND CONSTRUCTION TYPE USE GROUP (Check as applicable) CONSTRUCTION TYPE ,embly ❑ A -1 0 A -2 ❑ A -3 ❑ 1A ❑ A -4 0 A -5 0 1B ❑ siness ❑ 2A ❑ lucational ❑ 2B 0 ictory ❑ F-1 ❑ F -2 ❑ 2C 0 gh Hazard ❑ 3A 0 stitutional ❑ 1-1 ❑ I -2 ❑ I -3 ❑ 3B E'' Ulercantile ❑ 4 ❑ Residential ❑ R -1 0 R -2 0 R -3 ❑ 5A 0 Storage ❑ S -1 ❑ S -2 ❑ 5B ( ❑ Utility ❑ Specify: ! Mixed Use Ey Specify: S C R , r S (BUS ; tail) .� Eau �Ck�3 1Z.0 - Borh+cfJ +`a� ■ Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS, ADDITIONS AND/OR CHANGE IN USE :xisting Use Group: j, � r/7E -„ Proposed Use Group: 1U [ ' D _xisting Hazard Index 780 CMR 34): .„ Proposed Hazard Index 780 CMR 34): `] SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED N N CONSTRUCTION OFFICE USE ONLY E: =1oor Area per Floor (sf) 4,11J,Avivr 6 of *,.)- 1 =t / y r a-- 1 S 1 o 0 2 nd end '� J^ l � a 3rd 1 y o •/ 3'° /./ yo .1' th 4th 4 Total Area (sf) S 76 / Total Proposed New Constru ' on (sf) Total Height (ft) g 3 ' 6 I/ Total Height ft 'V/ / " 7701 7. Water Supply (M.G.L. c. 40, § 54) 7.1 Flood Zone Information: 7.3 Sewage Di posal System: I Public !( Private 0 Zone Outside Flood Zone❑ i MunicipalOn site disposal system❑ j Version1.7 Commercial Building Permit May 15. 2000 Department use only City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit G © �� 212 Main Street Sewer /Septic Availability �.� Room 100 WaterWWellAvailability Northampton, MA 01060 Two Sets of Structural Plans phone 41'8-587 -1240 Fax 413 -587 -1272 Plot/Site Plans Other Specify CATION TO CONSTRUCT, REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING )N 1 - SITE INFORMATION iperty Address: This section to be completed by office J-r- Map Lot Unit 0 ri-k e .,,rrfO L? Zone Overlay District ��` � `tU( Elm St. District CB District TION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 1 Owner of Record: 01-1 1.01 y (° o«.� �i✓�� De u�l�K.�F Cow? 3 0 is-s � „ � o.`t�,a�► •r-t A i ne (Print) Current Mailing Address: —,ref, j'_ 1111 Telephone 2 Autho li ed Agent: A t!� „}LD `'T �y w O { " Te m 8.9 a � 0 . . . . s - t - (v c %4 O a Z / U ( r o ff . � f i 42,-,5 1G . � � hrderi - t7 NO- ci la ame (Print) Current Mailing Address: of 03 gnature A, r/ /f& telephone ECTION 3 - ESTIMA D CONSTRUCTION COSTS Estimated Cost (Dollars) to be Official Use Only completed by permit applicant Building (a) Building Permit Fee (o3 Electrical «� (b) Estimated Total Cost of ?C 0 '000 Construction from (6) Plumbing Building Permit Fee Mechanical (HVAC) 7/i O ° Fire Protection 70/ 4300 Total = (1 + 2 + 3 + 4 + 5) 73C COO i Check Number / �t ( � / vJ � , � A , This Section For Official Use Only u l'ng Permit Number ' Date Issued signature: tuilding Commissioner /Inspector of Buildings ! Date JJ 011 -0069 JT /CONTACT PERSON TEAGNO CONSTRUCTION INC 3 /PHONE P 0 Box 2054 AMHERST (413) 549 -0803 TY LOCATION 98 KING ST 3 PARCEL 157 001 ZONE GB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE 1G FORM FILLED OUT id ng Permit Filled out 095:3 - yid J �f Construction: RENOVATE TO 10 EFFICIENCY APARTMENTS & GROUND FLR COMMERCIAL Construction Ft C P N ` F Construction a��( � ©[ Non Structural interior renovations n { Addition to Existing i � Accessory Structure ilding Plans Included: Owner/ Statement or License 034716 OW 3 sets of Plans / Plot Plan HE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON NF,J`RMATION PRESENTED: tV Approved Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Inteiuiediate Project: Site Plan AND /OR Special Permit With Site Plan Major Project: Site Plan AND /OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding �/ Special Permit Variance* Received & Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay )1 0 Signature of Building Of icial Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning & Development for more information. 98 KING ST BP- 2011 -0069 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 31B - 157 CITY OF NORTHAMPTON Lot: -001 Permit: Building Category: renovation BUILDING PERMIT Permit # BP- 2011 -0069 Project # JS- 2009 - 001118 Est. Cost: $936000.00 Fee: $5616.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: 3B Contractor: License: Use Group: B,R2 TEAGNO CONSTRUCTION INC 034716 Lot Size(sq. ft.): 5401.44 Owner: VALLEY COMMUNITY DEV CORP Zoning: GB(100)/ Applicant: TEAGNO CONSTRUCTION INC AT: 98 KING ST Applicant Address: Phone: Insurance: P O Box 2054 (413) 549 -0803 Workers Compensation AM H E RSTMA01004 - 2054 ISSUED ON: 8/31/2010 0:00:00 TO PERFORM THE FOLLOWING WORK: RENOVATE TO 10 EFFICIENCY APARTMENTS & GROUND FLR COMMERCIAL SPACE POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace /Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 8/31/2010 0:00:00 $5616.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck - Building Commissioner