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31B-070 (3) 4- O D X eta X30 [t �sP+��rsN,.►cu� T2ussas 24 49,E HSUL. 12. Y'` (21 2 !p tFEPrfl E2S Cl- PER FTS,, tc P bo'lL S0�=r O s ro,q►•, �{c ,�2 V t�lL S I D I� y V6 � Ile c Dk NIL. po (,O?►z _ R- /3 E mss r, Z'rX. LL_ a0"C, Li i S 1LA— S L E - " $„ l)-c ai?S co t o b RY J G u 1` f Car�tete w�.,►ns SCE Scaw��r St '" f .�.. Scu�e pq�� 7 Coft{ e-(Wts 3000fs, ATA Z 0 j Av�C�or ® UG, CYIih. 40 cl�Fol d i 3 0«� �� y=S � ic(�w H� l�Ga or I � 'Eo f OA �� — w Pct �ucr►c�r.� �• l I 0 J p O L 6 P CA To C ont CcJ i(w\ \lV () !J E E _ � f j flT �, +Q a�� OG z i u 1 i r !J IDs F i +uay 61 -7j 4 I (J**7 0 _ f o, p 0 G, o • LOCUS: TAX MAP:31B W ' TAX LOT:70 NOW OR FORMERLY w SUMMER STREET RONALD G.SARAZIN O W° A CITY WAY MICHAEL J.BIBEAU CO JANET C.BIDEAU d a-,2E DEED:1645182 z 0 CB AREA=7,319 SQ.FT.t a s f w H IRON PIPE ,1 `7 O0z FOUND 1"UP N05'29'14° 7.57 OVERALL __-_._.---._..... ......._.._— ._—.............._ r 1" IRON PIPE 1/4"IRON PIPE �., FOUND FLUSH FOUND DOWN 3" 0 0 It 2 x:.1?ARRINFe.S6�A ON EXISTING F1AVEME JT' N m STEPS \ GO x GO TAX MAP: 31B TAX LOT: 68 NOW OR FORMERLY o N I t ELIZABETH R. HYNES (11 ELIZABETH MALLOX PROPOSED DEED: 5772264 8.0' 32'X28' ` .. RESIDENCE I 4'_ TAX MAP: 318 PARKING I TAX LOT: NOW OR FORMERLY _ � ALINE R LAVELLE 1 0 I TERRENCE M. LAVELLE DEED. 8536-302 32.0' I t5. I N05'29'1 CE 77.51' OVERALL Z IRON PIP I w 1/4 . 1 FOUND DOWN 1" _ 131.34' o OVERALL '/ I N 1/2-IRON PIPE ! I I �- FOUND DOWN 1" ' I ; I o , Do N I 1 p 1 p• I J 1 EXIST' PAVED u I �15. i1 2 X PROPOSED DRVEWAY 1 PARKING SPACES � SINGLE FAMILY WI 1 I I TH NEW CURB CUT � s 2 STORY WOOD N I FRAME BUILDING F t oo _ZONING SETBACK LINE _ _ SURVEYOR: DAS FIELD WORK: CVK & BE ENGINEER: 1*1" IRON PIPE GARAGE 1 1" IRON PIPE FOUND 1" UP 3" DESIGN: I �✓� 1" IRON PIPE FOUND 1" UP 3" < —- COMPS: DAS u FOUND DOWN 4" r--"— f�_ j, DRAFTING: CVK HELD FOR LINE 64.55' �"'t j CHECKED: OAS OVERALL HORIZ SCALE: 1' 10' I ANGLE IRON 108.22' __-__ 502'26'28" ' VERT SCALE: FOUND FLUSH TAX MAP: 318 U) TAX LOT: 88 'D LOCUS: NOW OR FORMERLY ter+ TAX MAP:31B PPG NOMINEE TRUST ~ TAX LOT:69 DEED: 717686 Z ¢ Q NOW OR FORMERLY Q a Q RONALD G.SARAZIN 1. FIELD SURVEY BY EDM TOTAL STATION. Q W 2 DEED:1496--68 .a (� 2. THIS PLAN WAS PREPARED WITHOUT THE BENEFIT OF A TITLE r_, MICHAEL J.BIBEAU REPORT AND IS SUBJECT TO THE MATTERS A TITLE REPORT WOULD JANET C.BIBEAU DISCLOSE. THE LAND DEPICTED ON THIS PLAN MAY BE SUBJECT TO DEED: 1487-691 a AND/OR IN BENEFIT OF RIGHTS AND EASEMENTS THAT ARE NOT L,~j L- O �--' x SHOWN. N O a O PLAN:4324 1 AREA=6,608 SQ.FT.= 3. Locus Is IN ZONE "uRC" < z a 10 0 to 20 30 40 FEET r+. 5 0 q 10 METERS U' 1/02j2008 Qt�N..34319 A. STEPHENS RPLS #'34319 DATE PROJECT N0: 07-222 DRAWING NO 0722280 DATE: 1/02/2008 SHEET NO. 1 1 of Q ' Cox PO w ci-1 ps o .Z3o Id 4sP#f+L-rtN#.►cus T2usseS 24~ (9,£ �� W R-3g I Hs�l, AW T=7 Y �Ryw41 �oa�s uwDowS tar't� r.GS PERF: , 10 rIL4YL So�T -� 0 T.F C PLY, o 0 /D F xi irw FbAM PAckz-2 -I-- V1N7L51.0 n Z D4Z ►w c Dk �Lywc�oV L. Pe � Rc?►�' 13 F1�€ GL A55 0 z' k LL 0.C, rf G Pl` L,aO Pn�sSun� Tie ..I- S 1�� i L I 3 ©C, _ LZ " �C 3 a-•c a4s �,� - g'� C N //__ _ �15P�q��' T'ov►�oA�lvh Se��2 t L ` 4b43T I-f G W?A 1.1 5 © as e° 0 // a y a v�' �6 0 , c.jeiS S'1� bR. sJ GHT' -.7- sc�LE = 1 r IF L4 (�AQ\ i Tr, \e. 2 I b S P 03 4 \ \ I 3 ow Ps" , _ ®¢ -7a Ll f I lz IA Ce I r 3 1E f i I Chu tY\ * + 1 a� To �or,"66 4'lw S 4 i i i UZI x { f 1 t i y I i fs yy i \ r. 1 I f� r. f E � `i t 1 r /Zi .mom I S s4(na 4r} � rl $7.� r F® 4 I f P GT" it �( x V / Soul i c tjc) _ - 9 ._kA f6 � Ana �i x Z t s , ' �f • 3 } I ! F itt � B i r3 r, 00 t � Q on o , aO ` , !� I3v+ 31. �� dal 4,� a z E i I TT J IN a Ld o!o� wo�i n Za3 0 GENERAL NOTES: w z=3 cE SAWGUT I. Per Table 5604.4.1a the maximum =d-JO 00= SEE DETAIL unbalanced backfill height to be 7 ft. W a.jn-* Dam Ex' Foundation Wall to be R aced between 3awcuts (6th Ed. Mass. 1+2 Family Building Code) Uj <►'� (Balance of Sound Ex'g Foundation Walls to Remain in F'lace) U= 2. Floor deck to be framed before Z o lacing more than 5 feet of backfill Q�� •. placing foundation walls. �- t v W tnZaL.- 5. Concrete to have 5000 psi 25-day compressive strength minimum. 4. WATER5TOP - MAMECO 5UPER5TOP OR EQ. 00 ¢ O 5AWGUT 5. EPDXY 5ETTINCG - HILTI HIT HY150 OR EG. w -4-0-4-0 cV v 6. Bonding Agent - Larsen Weld-Crete or eq. Z - 8" I6" U- �. SAWGUT � w SEE DETAIL v (D EXISTING CONCRETE NEW CONCRETE v FOUNDATION WALL FOUNDATION WALL I U .Q dJ o� V) OF v Y o RYAN S. yG V) HELLYdiG CL 2-V" MIN _-------'(� `� •�, 3 STRUCTURAL y STRIP WATER5TOP PLAN DETAIL ROUGHEN SURFACE W BULLPOINT CHI5EL � FEB a INNER 6" 8 APPLY BONDING AGENT I Foot \#4 LEAVE OUTER T SMOOTH a WATER5TOP yr - °� � •v u� REBAR DOWELS a 24" o/c SET W EPDXY - TYP. Ea. SIDE rY N m vQ o v oN vEvv FOUNDATION PLAN �'c c v tn,�U- 0(.00 . 5c01e: %4" = I Foot L-u7 Z w o • LOCUS: TAX MAP:3113 TAX LOT:70 a SUMMER STREET NOW OR FORMERLY w 5a U zQa RONALD G.SARAZIN ow A CITY WA)' MICHAEL J.BIBEAU JANET C.BIDEAU d w a o CH DEED:1645-182 °z AREA=7,319 SQ.FT.f a H w � II 0 IRON PIPE 77,5T, 0 ......_---- .......... ........---- ---...... 634 FOUND 1" UP 4"� W� 1" IRON PIPE 1/4" IRON PIPE - � FOUND FLUSH FOUND DOWN N O � 2 x„ STEPS qq11 A r-a TAX MAP: 318 TAX LOT: 68 NOW OR FORMERLY ELIZABETH R. HYNES _15. o ELIZABETH MALLOX ,`5 DEED: 5772^264 I PROPOSED I I, 8.0' 32'x28' p RESIDENCE ;I PARKING \IIf I TAX MAP: 31B TAX LOT: 71 NOW OR FORMERLY ALINE R. LAVELLE 0 I I TERRENCE M. LAVELLE DEED: 8536302 32.0' 5. N052914 E 77.51 OJERAL 1/4" IRON PIPE 118.83' FOUND DOWN 1" � 1 ' Z ;. i OVERAL 1/2"IRON PIPE '� " NO2'47 34"E 131.34 FOUND DOWN 1" i to m I � 1 J � �. 1 2 % EXISTING PAVED W( �15. PARKIPROPOSED NG SPACES WITH NEW CURB CUT DRIVE RAY I - I ` SINGLE FAMILY �fi U' 2 STORY WOOD I O 6�, FRAME BUILDING o 0 1 _ZONING SETBACK LINE 1 l- t SURVEYOR: DAS r�0 i FIELD WORK: CVK & BE ENGINEER: 1" IRON PIPE j 1" IRON PIPE FOUND 1" UP 3" DESIGN: GA';AGE .I FOUND 1" UP 3" _. _-- COMPS: DAS i" IRON PIPE FOUND DOWN 4" j GRAFTING: CVK HELD FOR LINE 64.55' .. I CHECKED: DAS 108.22' - ' $02'28'28"W F77�' 0 {t ALL 'y HORIZ SCALE: 1" = 10' ANGLE IRON - - VERT SCALE: - FOUND FLUSH W TAX MAP: 3 1 B (/J A LOCUS: NOW ORLFORMERLY rrr�r� TAX MAP:3 1 B PPG NOMINEE TRUST .4 DEED: 717686 z U Q TAX LOT:69 NOW OR FORMERLY doff$: Q (/J a RONALD G.SARAZIN 1. FELT) SURVEY BY EDM TOTAL STATION. Q C DEED: 149668 BI.BEAU 2. THIS PLAN WAS PREPARED WITHOUT THE BENEFIT OF A TITLE M1CIIA-EL J. JANET C. BIBEU REPORT AND IS SUBJECT TO THE MATTERS A TITLE REPORT WOULD DISCLOSE. THE LAND DEPICTED ON THIS PLAN MAY BE SUBJECT TO p, DEED: 1487-691 AND/OR IN BENEFIT OF RIGHTS AND EASEMENTS THAT ARE NOT W H 0 7 I 'r PLAN:4324 SHOWN. Q N oz AREA=6,608 SQ.FT.t 3. LOCUS IS IN ZONE "URC" cl, 10 0 10 10 30 40 FEET 5 0 5 10 METERS /°-" U"- 1/02/2008 0 tiH MIS,4� DOUGLAS A. STEPHEN$ RPLS #34319 DATE DOUGLAS a PROJECT NO: 07-222 STEP ENS N.34319 DRAWING N0: 0722280 DATE: 1/02/2008 AM•'�� SHEET NO. 1 1 GF A rT1 > A LOCUS: TAX MAP:31B H N TAX LOT:70 SUMMER STREET NOW OR FORMERLY U z e RONALD G.SARAZIN O w w A CITY WAY MICHAEL J.BMEAU F JANET C.BIBEAU d a 5 0 CB DEED:1645182 w z o AREA=7,319 SQ.FT.t a m z � Z 1" IRON PIPE t J FOUND 1"UP 4" N05'29'14"E 77.57 OVERALL — — m 12.57 65.00 p—.._—_�_ ........... —_._..—_._—_._ 1" IRON PIPE 1/4" IRON PIPE � FOUND FLUSH FOUND DOWN 3" 11 t '\ 2 x PARKING SPACES i ON EXISTING PAVEMENT STEPS it OD l tnl r�° r 15.0' a TAX MAP: 318 y TAX LOT: 68 NOW OR FORMERLY ELIZABETH R. HYNES MAPI F 15. I o LO •`� ELIZABETH MALLOX PROPOSED I DEED: 5772264 8.0 32'X28' tit`. - , L RESIDENCE o I 4 PARKING \�t v \ t TAX MAP: 318 TAX LOT: 71 NOW OR FORMERLY ALINE R. LAVELLE ,0 t TERRENCE M. LAVELLE DEED 8536 302 32.0' Y •' i��.�--_`--`"-_'_ f i i ��, 12.5?'. __ _ __ _ _' ___ _..... ..._. i 15 N05 29 14 E 77.51 OVERALL '\ 1/4" IRON PIPE 118.83' - ono i '\ FOUND DOWN 1" �� I 131.34' OVERALL � .�+ I t O NO2'47'34"E 1/2-IRON PIPE FOUND DOWN 1" / �t`• Ln I N o \ EXISTING PAVED v I ��15. 2 X PROPOSED DRIVEWAY PARKING SPACES � SINGLE FAMILY I I WITH NEW CURB CUT 2 STORY WOOD I mod+" FRAME BUILDING I t _ LINE ZONING SETBACK i1 SURVEYOR: DAS FIELD WORK: CVK do BF 4e_,y�•�j ��S ° it 1" IRON PIPE ENGINEER: GARAGE t 1"IRON PIPE FOUND 1" UP 3" DESIGN: i FOUND 1" UP 3" COMPS: DAS 1" IRON PIPE FOUND DOWN 4" t::x=-==— DRAFTING: CVK HELD FOR LINE 64.55' I CHECKED: DAS 172.77' OVERALL HORIZ SCALE: 1" = 10' ANGLE IRON 108.22' 502'28'28"W 1 _ VERT SCALE: FOUND FLUSH �````-w �;.p,--_" I U� � F W TAX MAP: 318 (ff TAX LOT: 88 LOCUS: NOW OR FORMERLY TAX MAP:31B PPG NOMINEE TRUST ~ DEED: 7176-86 'Z U ix Q TAX LOT:69 — < t; ►� NOW OR FORMERLY m 0 04 RONALD G.SARAZIN 1. FIELD SURVEY BY EDM TOTAL STATION. Q (x�0 DEED:1496---68 2. THIS PLAN WAS PREPARED WITHOUT THE BENEFIT OF A TITLE ra ar_, rQ1 MICHAEL J.BIBEAU REPORT AND IS SUBJECT TO THE MATTERS A TITLE REPORT WOULD U (_, W'7 JANET C.BIBEAU DISCLOSE. THE LAND DEPICTED ON THIS PLAN MAY BE SUBJECT TO O AND/OR IN BENEFIT OF RIGHTS AND EASEMENTS THAT ARE NOT Ld F=- DEED:1487691 SHOWN. z N X z a PLAN:43-24 �Ll a AREA=6,608 SQ.FT.f 3. LOCUS IS IN ZONE"URC" < OZ a ¢ � c� 10 0 !0 20 30 40 FEET w 5 0 5 10 METERS ®rz\N ""7"" i/'�"" 1/02/2008 C) DOUGLAS A. STEPHENS RPLS #34319 DATE PROJECT NO: 07-222 DRAWING NO: 0722280 DATE: 1/02/2008 SHEET NO. 1 1 OF O IV o LOCUS: K .0 TAX MAP:31B TAX LOT:70 NOW OR FORMERLY Z "It SUMMER STREET RONALD G.SARAZIN o w Eo A CITY WAY MICHAEL J.BIBEAU JANET C.BEBEAU WQO DEED: 1645-182 CB AREA=7,319 SQ.FT.f Z5 v 1" IRON PIPE FOUND I' UP 4" 77.5 OVERALL ............. ............ .......... .......------............... N05-29'1 4"E 12.57 65.00 It 1" IRON PIPE 1/4- IRON PIPE FOUND FLUSH FOUND DOWN 3" 2 x PARKING SPACES ON EXISTING NG PAVEMENT Ln STEPS -0D•' -: o-I 0 L� ;�o 15.0'm (3r TAX , TAX MAP: 319 -- 11 TAX LOT. 68 NOW OR FORMERLY t ELIZABETH R. HYNES IAAFL� 5. U) ..RF-E .16� ELIZABETH MALLOX PROPOSED DEED: 5772-264 32'X28' Do PARKING RESIDENCE TAX MAP: 318 TAX LOT: 71 NOW OR FORMERLY ALINE R. LAVELLE .0 TERRENCE M. LAVELLE DEED: 8536-302 32.0' A ------ 15. N05 29 4"E 77.51' OVERALL OD 1/4 IRON PIPE 83' O� FOUND DOWN I" 131.34' OVERALL NO2*47'34 E 1/2-IRON PIPE 0 FOUND DOWN I' Lill Ln co 00 ------- EXISTING--;'AVED 5. "Ay 2 X PROPOSED DRIVE IVE"Ay�'Ay PARKING SPACES SINGLE FAMILY WITH NEW CURB CUT 2 STORY WOOD FRAME BUILDING SETBACK LINE 0 ZONING c L SURVEYOR: DAS FIELD WORK: CVK & BF 1" IRON PIPE ENGINEER: FOUND 1" UP 3" DESIGN: GAF.AGE 1 1 IRON PIPE I FOUND I' UP 3" COMPS: DAS IRON PIPE CVK FOUND DOWN 4' DRAFTING: HELD FOR LINE 64.55' I CHECKED: DAS OVERALL IOB.22 HORIZ SCALE: 1" 10' 502-28'28"w 172-77' ANGLE IRON VERT SCALE: FOUND FLUSH TAX MAP: 318 cl) TAX LOT: 88 LOCUS; NOW OR FORMERLY PPG NOMINEE TRUST TAX":31B DEED: 7176-86 z TAX LOT:69 U) C7 a NOW OR FORMERLY N07 • z co 0 RONALD G.SARAZIN 1. FIELD SURVEY BY EDM TOTAL STATION. IT- DEED:1496-68 2 THIS PLAN WAS PREPARED WITHOUT THE BENEFIT OF A TITLE Iz MICHAEL J.BE3EAU REPORT AND IS SUBJECT TO THE MATTERS A TITLE REPORT WOULD DISCLOSE, THE LAND DEPICTED ON THIS PLAN MAY BE SUBJECT TO F- aw z JANET C.BIBEAU AND/OR N BENEFIT OF RIGHTS AND EASEMENTS THAT ARE NOT Ld I- o Z 'V 0_ U) DEED: . SHOWN. (�D 0 0. PLAN:43-24 < AREA 6,608 SQ.FT. 3. LOCUS IS IN ZONE"URC" 10 0 10 20 30 40 FEET 0 5 10 METERS 1/02/2008 5 OF DOUGLAS A. STEPHENS RPLS #34319 DATE DOUGLAS Q%�� i PROJECT NO: 07-222 A, STEP ENS 07222BD N..34319 DRAWING NO: DATE: 1/02/2008 -SHEET NO. 1 OF Job Truss Truss Type Qty Ply 18980 T1 GE GABLE 1 1 COWLS/FINN Job Ref,rence�tional) Truss Engineering Corp.,Indian Orchard,MA 01151 7.000 s May 29 2007 MiTek Industries,Inc. Mon Feb 11 13.23:380008 Page -1-0-0 6-0-0 12-0-0 13-0-0 1-0-0 6-0-0 6-0-0 1-0-0 Scale=1:18. 4x6= 3 I I 1.5x4 11 1.5x4 11 6.00 12 W1 1.5x4 11 1.5x4 T1 ST2 ST2 T1 i 4 2 Ll h 5 ° 1 1.5x4 11 1.5x4 11 6 1.5x4 11 1.5x4 11 1.5x4 11 5x6= 5x6= 6-0-0 12-0-0 6-0-0 6-0-0 Plate Offsets(X,Y)- 2:0-1-7 Ed e, 3:0-3-0.0-2-5 4:0-1-7 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.61 Vert(LL) -0.08 2-6 >999 240 MT20 197/144 (Ground Snow=50.0) Lumber Increase 1.15 BC 0.56 Vert(TL) -0.14 4-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.02 4 n/a n/a BCLL 0.0 Code IRC2003/TP12002 (Matrix) Weight:41 lb BCDL 10.0 LUMBER 5)This truss has been designed for greater of min roof live load TOP CHORD 2 X 4 SPF No.2 TOP CHORD of 16.0 psf or 1.00 times flat roof load of 38.5 psf on overhangs BOT CHORD 2 X 4 SPF No.2 1-2 = 0/57 2-15 = -999/191 non-concurrent with other live loads. LOAD CASE(S) WEBS 2 X 4 SPF Stud 15-16 = -883/195 3-16 = -872/206 6)This truss has been designed for a 10.0 psf bottom chord live Standard OTHERS 2 X 4 SPF Stud 3-17 = -872/206 17-18 = -883/195 load nonconcurrent with any other live loads. BRACING 4-18 = -999/191 4-5 = 0/57 7)As requested,plates have not been designed to provide for TOP CHORD BOT CHORD placement tolerances or rough handling and erection conditions. Structural wood sheathing directly applied or 5-2-11 oc purlins. 2-6 = -791783 4-6 = -79/783 It is the responsibility of the fabricator to increase plate sizes to BOT CHORD WEBS account for these factors. Rigid ceiling directly applied or 10-0-0 oc bracing. 3-6 = 0/274 8)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance REACTIONS(lb/size) NOTES (13) inspection. 2 = 796/0-3-8 1)Wind:ASCE 7-02,100mph;h=25ft;TCDL=4.2psf; 9)Gable studs spaced at 2-0-0 oc. 4 = 796/0-3-8 BCDL=5.Opsf;Category 11;Exp B;enclosed;MWFRS gable end 10)'This truss has been designed for a live load of 20.Opsf on Max Horz zone and C-C Exterior(2)-1-0-0 to 2-0-0,Intenor(1)2-0-0 to 3-0-0 the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 2 = -50(LC 9) ,Exterior(2)3-0-0 to 6-0-0,Interior(1)9-0-0 to 10-0-0 zone; wide will fit between the bottom chord and any other members. Max Uplift cantilever left and right exposed; Lumber DOL=1.33 plate grip 11)Provide mechanical connection(by others)of truss to bearing 2 = -147(LC 8) DOL=1.33.This truss is designed for C-C for members and plate capable of withstanding 147 lb uplift at joint 2 and 147 lb 4 - -147(LC 9) forces,and for MWFRS for reactions specified. uplift at joint 4. Max Grav 2) Truss designed for wind loads in the plane of the truss only. 12)This truss is designed in accordance with the 2003 2 = 903(LC 2) For studs exposed to wind(normal to the face),see MiTek International Residential Code sections R502.11.1 and R802.10.2 4 = 903(LC 3) "Standard Gable End Detail" and referenced standard ANSI/TPI 1. 3)TCLL:ASCE 7-02;Pg=50.0 psf(ground snow),Pf=38.5 psf 13)All Plates 20 Gauge Unless Noted FORCES(lb)-Maximum Compression/Maximum Tension (flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. Job ' Truss Truss Type Qty T 18980 T1 KINGPOST 6 1 COWLS/FINN Job Reference(optional) Truss Engineering Corp.,Indian Orchard,MA 01151 7.000 s May 29 2007 MiTek Industries,Inc. Mon Feb 11 13.23*37 2008 Page -1-0-0 6-0-0 12-0-0 13-0-0 1-0-0 6-0-0 6-0-0 1-0-0 Scale=1:18. 4x6= 3 6.00 12 w1 T1 T1 4 2 6 1.5x4 II 5x6= 5x6= 6-0-0 12-0-0 6-0-0 6-0-0 Plate Offsets X Y: 2:0-1-7 Ede [3,G-3-0,0-2-51, 4:0-1-7 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.61 Vert(LL) -0.08 2-6 >999 240 MT20 197/144 (Ground Snow=50.0) Lumber Increase 1.15 BC 0.56 Vert(TL) -0.14 4-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.02 4 n/a n/a BCLL 0.0 Code IRC2003/TP12002 (Matrix) Weight:35 lb BCDL 10.0 LUMBER 5)This truss has been designed for a 10.0 psf bottom chord live TOP CHORD 2 X 4 SPF No.2 TOP CHORD load nonconcurrent with any other live loads. BOT CHORD 2 X 4 SPF No.2 2-7 = -999/191 7-8 = -883/195 6)As requested,plates have not been designed to provide for WEBS 2 X 4 SPF Stud 3-8 = -872/206 3-9 = -872/206 placement tolerances or rough handling and erection conditions. BRACING 9-10 = -883/195 4-10 = -999/191 It is the responsibility of the fabricator to increase plate sizes to TOP CHORD 4-5 = 0/57 account for these factors. Structural wood sheathing directly applied or 5-2-11 oc purlins. BOT CHORD 7)This truss requires plate inspection per the Tooth Count BOT CHORD 2-6 = -791783 4-6 = -791783 Method when this truss is chosen for quality assurance Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS inspection. 3-6 = 0/274 8)`This truss has been designed for a live load of 20.Opsf on the REACTIONS(lb/size) bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 2 = 796/0-3-8 NOTES (11) wide will fit between the bottom chord and any other members. 4 = 796/0-3-8 1)Wind:ASCE 7-02,100mph;h=25ft;TCDL=4.2psf; 9)Provide mechanical connection(by others)of truss to bearing Max Horz BCDL=5.Opsf;Category 11;Exp B;enclosed;MWFRS gable end plate capable of withstanding 147 lb uplift at joint 2 and 147 lb 2 - -50(LC 9) zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-0-0 uplift at joint 4. Max Uplift ,Exterior(2)3-0-0 to 6-0-0,Interior(1)9-0-0 to 10-0-0 zone; 10)This truss is designed in accordance with the 2003 2 = -147(LC 8) cantilever left and right exposed; Lumber DOL=1.33 plate grip International Residential Code sections R502.11.1 and R802.10.2 4 = -147(LC 9) DOL=1.33.This truss is designed for C-C for members and and referenced standard ANSIIfPI 1. Max Grav forces,and for MWFRS for reactions specified. 11)All Plates 20 Gauge Unless Noted 2 = 903(LC 2) 2)TCLL:ASCE 7-02;Pg=50.0 psf(ground snow);Pf=38.5 psf 4 = 903(LC 3) (flat roof snow),Category II;Exp B;Partially Exp.;Ct=1.1 LOAD CASE(S) 3)Unbalanced snow loads have been considered for this design. Standard FORCES(lb)-Maximum Compression/Maximum Tension 4)This truss has been designed for greater of min roof live load TOP CHORD of 16.0 psf or 1.00 times flat roof load of 38.5 psf on overhangs 1-2 = 0/57 non-concurrent with other live loads. Job Truss Truss Type Qty Ply 18980 628GE GABLE 2 1 COWLS /FINN iJob Reference(optional) Truss Engineering Corp.,Indian Orchard,MA 01151 7.000 s May 29 2007 MiTek Industries,Inc. Mon Feb 11 13:23:37 2008 Page NOTES (15) 1)Wind:ASCE 7-02;100mph;h=25ft;TCDL=4.2psf;BCDL=5.Opsf; Category II;Exp B;enclosed;MWFRS gable end zone and C-C Comer(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 11-0-0,Corner(3) 11-0-0 to 14-0-0,Exterior(2)17-0-0 to 26-0-0 zone,cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek'Standard Gable End Detail' 3)TCLL:ASCE 7-02;Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 8)All plates are 1.5x4 MT20 unless otherwise indicated. 9)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 10)Gable requires continuous bottom chord bearing. 11)Gable studs spaced at 2-0-0 oc. 12)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 48 lb uplift at joint 16,38 lb uplift at joint 2,21 lb uplift at joint 25,35 lb uplift at joint 26,29 lb uplift at joint 27,40 lb uplift at joint 28,64 lb uplift at joint 29,46 lb uplift at joint 30,21 to uplift at joint 23,35 lb uplift at joint 22,29 Ib uplift at joint 21,40 lb uplift at joint 20,64 lb uplift at joint 19 and 45 lb uplift at joint 18. 14)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 15)All Plates 20 Gauge Unless Noted LOAD CASE(S) Standard Truss Type City Ply Job Truss 18980 628GE GABLE 2 1 COWLS/FINN IJob Reference(optional) Truss Engineering Corp.,Indian Orchard,MA 01151 7.000 s May 29 2007 MiTek Industries,Inc. Mon Feb 11 13:23:37 2008 Page f 1-0-9 14-0-0 28-0-0 29-0-4 1-0-0 14-0-0 14-0-0 1-0-0 Scale=1:38. 3x4= 9 6.00 12 6 10 11 7 5x6 5x6 6 12 T T 13 5 T i IT 7 I T 14 4 T T 3 T 15 T 16 u U 1711 3 = 3x4 x4 = 10 5x6= 28-0-0 28-0-0 Plate Offsets(X,Y): 6:0-3-0,0-2-13 1,[12:0-3-0,0-2-131, 23:0-3-0,0-2-13 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.10 Vert(LL) -0.00 17 n/r 120 MT20 197/144 (Ground Snow=50.0) Lumber Increase 1.15 BC 0.04 Vert(TL) -0.00 17 n/r 90 TCDL 10.0 Rep Stress Incr YES WS 0.22 Horz(TL) 0.01 16 n/a n/a BCLL 0.0 Code IRC2003/TP12002 (Matrix) Weight:124 Ile BCDL 10.0 LUMBER TOP CHORD 2 X 4 SPF 165OF 1.5E*Except* 20 = 218/28-0-0 Max Grav T1 2 X 4 SPF 21 OOF 1.8E,T1 2 X 4 SPF 2100F 1.8E 19 = 240/28-0-0 24 = 295(LC 1) TOP CHORD BOT CHORD 2 X 4 SPF 1650F 1.5E 18 = 225/28-0-0 25 = 398(LC 2) 11-32 = -80/182 11-12 = -83/132 OTHERS 2 X 4 SPF Stud Max Horz 26 = 407(LC 2) 12-13 = -84/88 13-14 = -90/43 BRACING 2 = 81(LC 7) 27 = 349(LC 2) 14-15 = -88/33 15-16 = -94/32 TOP CHORD Max Uplift 28 = 291(LC 2) 16-17 = 0/56 Structural wood sheathing directly applied or 6-0-0 oc purlins. 16 = -48(LC 9) 29 = 319(LC 2) BOT CHORD BOT CHORD 2 = -38(LC 8) 30 - 297(LC 2) 2-30 = 0/132 29-30 = 0/132 Rigid ceiling directly applied or 10-0-0 oc bracing. 25 = -21(LC 8) 23 = 398(LC 3) 28-29 = 0/132 27-28 = 0/132 26 = -35(LC 9) 22 = 407(LC 3) 26-27 = 0/135 25-26 = 0/135 REACTIONS(lb/size) 27 = -29(LC 9) 21 = 349(LC 3) 24-25 = 0/135 23-24 = 0/135 16 = 234/28-0-0 28 = -40(LC 8) 20 = 291(LC 3) 22-23 = 0/135 21-22 = 0/135 2 - 234/28-0-0 29 = -64(LC 8) 19 = 319(LC 3) 20-21 = 0/132 19-20 = 0/132 24 = 295/28-0-0 30 = -46(LC 8) 18 = 297(LC 3) 18-19 = 0/132 16-18 = 0/132 25 - 310/28-0-0 23 = -21(LC 8) WEBS 26 = 328/28-0-0 22 = -35(LC 9) FORCES(lb)-Maximum Compression/Maximum Tension 9-24 = -174/0 8-25 = -280/127 27 = 272/28-0-0 21 = -29(LC 8) TOP CHORD 7-26 = -281/104 6-27 = -269/85 28 - 218/28-0-0 20 = -40(LC 9) 1-2 = 0/56 2-3 = -97/35 5-28 = -257/85 4-29 = -276/88 29 = 240/28-0-0 19 = -64(LC 9) 3-4 = -88/45 4-5 = -90/58 3-30 = -262/112 10-23 = -280/127 30 = 225/28-0-0 18 = -45(LC 9) 5-6 = -84/88 6-7 = -83/132 11-22 = -281/104 12-21 = -269/85 23 = 310/28-0-0 Max Grav 7-31 = -80/182 8-31 = -24/186 13-20 = -257/85 14-19 = -276/88 22 = 328/28-0-0 16 = 314(LC 3) 8-9 = -84/250 9-10 = -84/250 15-18 = -262/112 21 = 272/28-0-0 2 = 314(LC 2) 10-32 = -24/186 Continued on page 2 — Q _- �-"- - Truss T e Ot PI �+ Job Truss Yp Y Y 18980 628 FINK 15 1 COWLS/FINN _ Job Reference(optional) Truss Engineering Corp.,Indian Orchard,MA 01151 7.000 s May 29 2007 MiTek Industries,Inc. Mon Feb 11 13:23:36 2008 Page i-1-0-9 7-3-2 14-0-0 20-8-14 28-0-0 ,29-0-4 1-0-0 7-3-2 6-8-14 6-8-14 7-3-2 1-0-0 scale=1:38. 4x9= 5 6.00 F12 3x12 MT201-G 3x12 MT201-I: 1.5x4\\ 6 1.5x4 4 y,/ W2 3 7 1 w 8 2 9 4x9= 12 11 10 4x9= 10 4x4= 3x4= 4x4= 10-0-0 18-0-0 28-0-0 10-0-0 7-11-15 10-0-0 Plate Offsets LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Vd PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.86 Vert(LL) -0.3010-12 >999 240 MT20 197/144 (Ground Snow=50.0) Lumber Increase 1.15 BC 0.87 Vert(TL) -0.63 8-10 >528 180 MT20H 148/108 TCDL 10.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.11 8 n/a n/a BCLL 0.0 Code IRC2003lTP12002 (Matrix) Weight:98 lb BCDL 10.0 LUMBER NOTES (12) TOP CHORD 2 X 4 SPF 1650F 1.5E'Except` TOP CHORD 1)Wind:ASCE 7-02;100mph,h=25ft;TCDL=4.2psf; 9)`This truss has been designed for a live load of 20.Opsf on t e T1 2 X 4 SPF 210OF 1.8E,T1 2 X 4 SPF 210OF 1.8E 1-2 = 0/57 2-14 = -3153/367 BCDL=5.Opsf;Category 11;Exp B;enclosed;MWFRS gable end bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 BOT CHORD 2 X 4 SPF 1650E 1.5E 14-15 = -2967/378 3-15 = -2760/392 zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to wide will fit between the bottom chord and any other members. WEBS 2 X 4 SPF Stud 3-4 = -2602/359 4-16 = -2571/370 11-0-0,Exterior(2)11-0-0 to 14-G-0,Interior(1)17-0-0 to 26-0-0 10)Provide mechanical connection(by others)of truss to bear!ig BRACING 5-16 = -2436/382 5-17 = -2439/382 zone;cantilever left and right exposed; Lumber DOL=1.33 plate plate capable of withstanding 224 Ile uplift at joint 8 and 224 lb TOP CHORD 6-17 = -2575/370 6-7 = -2606/359 grip DOL=1.33.This truss is designed for C-C for members and uplift at joint 2. Structural wood sheathing directly applied or 2-2-1 oc purlins. 7-18 = -2763/392 18-19 = -2970/378 forces,and for MWFRS for reactions specified. 11)This truss is designed in accordance with the 2003 BOT CHORD 8-19 = -3156/367 8-9 = 0/57 2)TCLL:ASCE 7-02,Pg=50.0 psf(ground snow);Pf=38.5 psf International Residential Code sections R502.11.1 and R802.1 .2 Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD (flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 and referenced standard ANSI/TPI 1. 2-12 = -241/2635 12-13 = -92/1750 3)Unbalanced snow loads have been considered for this design. 12)All Plates 20 Gauge Unless Noted REACTIONS(lb/size) 11-13 = -92/1750 10-11 = -92/1750 4)This truss has been designed for greater of min roof live load 8 = 1808/0-3-8 8-10 = -241/2638 of 16.0 psf or 1.00 times flat roof load of 38.5 psf on overhangs LOAD CASE(S) 2 - 1806/0-3-8 WEBS non-concurrent with other live loads. Standard Max Horz 3-12 = -932/190 5-12 = -76/1180 5)This truss has been designed for a 10.0 psf bottom chord live 2 - 81(LC 7) 5-10 = -76/1186 7-10 = -932/190 load nonconcurrent with any other live loads. Max Uplift 6)As requested,plates have not been designed to provide for 8 = -224(LC 9) placement tolerances or rough handling and erection conditions. 2 = -224(LC 8) It is the responsibility of the fabricator to increase plate sizes to Max Grav account for these factors. 8 = 1988(LC 3) 7)All plates are MT20 plates unless otherwise indicated. 2 = 1987(LC 2) 8)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance FORCES(Ib)-Maximum Compression/Maximum Tension inspection. City of Northampton Massachusetts ` - yr DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municipal Building rGS, t 6m Northampton, MA 01060 INSPECTOR ANTHONY PATILLO BUILDING COMMISSIONER THIS FORM MAY BE FAXED TO: 413-587-1272 REQUEST FOR PERMISSION TO VIEW RECORDS OR HAVE COPIES OF DOCUMENTS MADE *PLEASE KEEP THESE DOCUMENTS IN CHRONOLOGICAL ORDER* DATE: D a © (MAP: BLOCK:I/ FILE ADDRESS: V" VIA e f�- NAME: Lr-), ADDRESS: '17 s x'16 010& L PHONE#: MASSACHUSETTS GENERAL LAWS GRANT US TEN (10)WORKING DAYS OF THE ABOVE LISTED DATE TO MEET THIS REQUEST. City of Northampton Massachusetts =A7?4'MG.'m OF zWZWXNG INSPECTIONS 212 Main Street • M-icipal Building ti Northampton, 2a 01060 INSPECTOR Louis Hasbrouck Phone:(413)587-1239 Chuck Miller Building Commissioner Fax: (413)587-1272 Assistant Commissioner FAX THIS TO: 413-587-1272 REQUEST FOR PERMISSION-T"1EVV-RECORDS`--_ OR HAVE COPIES OF DOCUMENTS MADE *PLEASE KEEP THESE DOCUMENTS IN CHRONOLOGICAL ORDER* DATE: I oI t o1 MAP: BLOCK(: FILE ADDRESS: 5C0 S� `'� �� ►a�ktti� n M� NAME: ADDRESS: �JIP SUMNItC S�- N� 0ftamCn IrV1A PHONE#: y 13 H y 1 0358' UNDER MASS GENERAL LAWS WE HAVE THE RIGHT TO MEET THE __ __ ABOVE REQUEST WITHIN TEN (10) DAYS OF THE ABOVE LISTED DATE. _ City of Northampton Massachusetts S'3 DEF PMMT OF Im=2NG INSPECTIONS og 212 Main Street • Municipal Building Nortbaupton, MA 01060 INSPECTOR t Louis Hasbrouck Phone:(413)587-1239 Chuck Miller Building Commissioner Fax: (413)587-1272 Assistant Commissioner FAX THIS TO: 413-587-1272 REQUEST FOR PERMISSION TO VIEW RECORDS OR HAVE COPIES OF DOCUMENTS MADE *PLEASE KEEP THESE DOCUMENTS IN CHRONOLOGICAL ORDER* DATE: f!'' �� MAP. ✓ BLOCKB FILE ADDRESS:_ �C NAME: ADDRESS: t)�Tllwl O PHONE#: �a;+ 640 !a UNDER MASS-GENERAL---Lf WS-WE--HAVE-THE--RIGHT--TO MEET-THE- ABOVE REQUEST WITHIN TEN (10) DAYS OF THE ABOVE LISTED DATE. i 1-3 Zcrj 8 - ------------------ --------- ---- �p,�.,, d C --So ----- l� 36 6 I ` Oec4ee .p Akow LYN Ile _ j �+�3dd'�CS D%'X ©Z ��-1.-r..•� � �/''6�� n a _.�oc�_.n� _- - G _ 9r,•>.,. �� i'�_ �d'f/ .167�.t�' �®,��s' cam��` � -- _-- -- Y.v _..S'o cp i _ __------- ��li.-gib• -,Uf,� .S' �''' LL Ii i i 1� All- _ _ �'iSTii! _ �frl°?!L L `'S _ _ �sT_ �cd�✓.�.E'�r= 7Z) �.�'o,�QS�/J A�vsfSs r��' �� Vic _ ,/ - - - _ _ — — 5loll3 — — -- — -- - — — —— — — — rah Cj!/ IY04o6AE '✓ "aoc 57 - 10. Do any signs exist on the property? YES NO X IF YES, describe size, type and location: Are there any proposed changes to or additions of signs intended for the property? YES NO__;!5.._ IF YES, describe size, Jape and location: 11. Will the construction activity disturb (clearing, grading, excavation, or filling) ove;i acre or is it part of a common plan of development that will disturb over 1 acre? YES NO X IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO'LACK OF INFO ` column reserved for use by the Building EXISTING PROPOSED Lot Size sQ f- aim ®"{ Frontage r7 7 77 " Setbacks Front a, 1-0 -�, 141's / tf,0,4f;F ihl/ Side L:. R: L• � R: Rear �tG U. `BuTdiiig Height /rO ,tip 17 Building Square Footage /quoG��F °%Open Space: (lot area s "d C70 minus building,& paved D�© � F'% �® parking jif of Parking Spaces A of Loading Docks o Fill: ® J (volume& location) 13. Certification: I hereby certify that the information contained herein is true and accurate to the best of my knowledge. Date: OCT � _W7 Applicant's Signature NOTE:Issuance of a zoning permit does not relieve appli ant's burden to comply with all zoning requirements and obtain all required permits from the.Board of Health, Conservation Commission, Historic and Architectural Boards, Department of Pub c Works and other applicable permit b anting authorities. 2\0 on-pusive.doc 8/4,2004 File No. .�•�...�"�-�'_v,.�;c,._:. -*�—=• _. °...-F.++.�. z,a:. .,�._ . ". .P?.ry.,yc..m......-.ia..es,-..•�..« _._•_ ....� r- ,.- ,.a.,- .. _a.. 4�".::..�.,�`y,--�"�•L sue" - - PIease type or print all information and return this form to tie Building Inspector's Office with the $15 filing fee (check or money order)payable to the City ofNorthamp ton 1. Name of Applicant: �u 0 Ni q4 ,0 1 '` N�2j f�,v,0iv,ti � - �r 2 Address: 5 T Alt N , i w � -S/ Telephone: I-A'-L'- 2. Owner of Property: J Ar4d JT C, 13 cx)d iq-No WvE g'�9/% Address: Telephone: 3. Status of Applicant: Owner Contract Purchaser_ X _ Lessee Other (explain) 4. .lob Location: 257 S G� M � S` /�Q� AN� f`d/`� l�+►1�}, _j 5. Existing Use of Structure/Property: 6. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary): 7. Attached Plans: Sketch Plan Site Plan ^ Engineered/Surveyed Plans R. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW) YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO ''' DON'T KNOW YES IF YES: enter Book Page and/or Document 0 9.Does the site contain a brook, body of water or wetlands? NO X_ DON'T KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained ''— date issued: (Form Continues On Other Side) Vd:�o^�m°nLS�FORUIS\o�girar'Building-In.�^to;'Zoning-Pe-mt-p.�li::ation-p�ssive.doc S/a?DD�. Lla c File#MP-2008-0036 APPLICANT/CONTACT PERSON GRIMALDI KELLY ADDRESS/PHONE 34 WINTRHOP ST (413) 584-4172 Q PROPERTY LOCATION SUMMER ST MAP 3 1 B PARCEL 070 001 ZONE URC THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ONING FORM FI ED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: ZPA-SFH New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included• Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: ' Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER: § Intermediate 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 Signature of Building Official 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 the Office of Planning&Development for more information. File#MP-2008-0 3 _- APPLICANT/CO_ ACT PER; f� ADDRESS/PHONE 34 WINTF S��i y �' 5-1 �' e PROPERTY LOCATION SUD "'` "' f- y �a�i-c v/ MAP 31 B PARCEL 070 001 � 4; ZONING FORM EI ED O Fee Paid Building Permit Filled out Fee Paid Tyueof Construction: ZPA t"r{ '� e,;,. e4 New Construction Non Structural interior renovations Addition to Existing Accessory Structure Buildiniz Plans Included: Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERIVIIT REQUIRED UNDER: § Intermediate Project: Site Plan AND/OR Special Permit with Site Plan Major Project: Site Plan AND/OR Special Permit with Site Plan ZONING BOARD PERAHT 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 Signature of Building Official 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 the Office of Plannin- &Development for more information. 10. Do any signs exist on the property? YES NO X IF YES, describe size, type and location: Are there any proposed changes to or additions of signs intended for the property? YES NO _ IF YES, describe Sze, r e anal 1-tinn: `,Y p 11. Will the construction activity disturb (clearing, grading, excavation, or filing) over 1 acre or is it part of a common plan of development that will disturb over 1 acre? YES NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO'LACK OF INFO " . Y column reserved for use by the Building EXISTING PROPOSED DT- X 91TiG: Lot Size TT .:.. �G,✓r7— Frontage 2s - Setbacks Front 10 s 70 a!;—(,A , -` %O 1 ro .ST-►1415 2 d /d✓ Tp H-c'.i e Side L:6% 'r R: ! L: / / R: L Rear ! ! l�` 20 `Building Height /era 17 �O Building Square Footage I /9�p y' V4`JF - NO14 r; X Open Space: (lot area jaa 0 r g0 minus building & paved I �'�Q(� 5d F-7 j� �/C7 parking jif of Parking Spaces d n of Loading Docks = 0 Fill: I 0 (volume & location) 13. Certification: I hereby certify that the information contained herein is true and accurate to the best of my knowledge. Date: OCT-, Z v Applicant's Signature NOTE:Issuance of a zoning permit does not relieve appli ant's burden to comply with all zoning requirements and obtain all required permits from the Board of Health, Conservation Commission, Historic and Architectural Boards,Department of Public Works and other applicable permit grantincy authorities. Yd<'�Docimen*_�u�OP�S\orgina'3uii3ing-L^.sveaorZonine-Perna-.4iicarion-pzssi�e_doc 8!42004 I NO'! - F07 p�8 .File No. 3 6 r► f' .77 Please type or print all 'Hformntion and return this form to the Building Inspector's Office with the $15filingfee (check or money order)payable to the City ofNorthampton 1. Name of Applicant: 1<e"y 0 1-�I m ql P 1 Nc21/otA007M4 Address: 5 T AI y � 0teb (p Telephone: ! - `'POI 2. Owner of Property: Ar44E C,, d /9-NO Esi9�'�' d f ��+yq�.D (. S/?4�}•"2/�Y Address. a�S + M s c-r-T ST Telephone: 3. Status of Applicant: Owner Contract Purchaser Lessee Other (expIa in) 4. Job Location: - S M M E/j 140 iZ l9 AmPrM M f-, 5. Existing Use of Structure/Property: AE—4N 10%/ 01 L-.01'4 G- C7 7- 6. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary): S1fII Fl?-A 14 4= 7. Attached Plans: Sketch Plan Site Plan Engineered/Surveyed Plans &. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON? KNOW )< YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO ''' DONT KNOW '` YES IF YES: enter Book Page ^ and/or Document r 9.Does the site contain a brook, body of water or wetlands? NO DONT KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained date issued: (Form Continues On Other Sid=) W:'Q�o_^meal'*OKMS\o giraT�uiidin�-Lns "orZorin?-Pe^nit-Appii-anon—sassVe.doc 5 �� 6 Permit No. D08-08 CITY OF NORTHAMPTON,MA DRIVEWAY PERMIT Date: 12/18/07 FEE: $25.00 CHECK#: 617 THE BOARD OF PUBLIC WORKS Driveway must be staked and house & lot number posted The undersigned respectfully petitions your honorable body for: Permission to install a driveway at : 85 Prospect Street Please notice note regarding permit below. Fifteen (15) foot maximum width at the street line. Gutter drainage not to be disturbed. All drainage shall be directed off the driveway surface to adjacent land and not on the existing roadway.Driveway surface to be paved as soon as possible if the grade of the proposed driveway exceeds 3% or more. Homeowners will be held responsible for any cost to the City of Northampton in the event of a washout of this driveway. By: Richard Finn Telephone#: 584-4172 Proposed Location Inspected By: 2z2 --2,10 Gravel Base Grade Inspected By: Final Approval THE BOARD OF PUBLIC WORKS voted that petition be granted. Edward Huntley Director of Public Works y File#MP-2 APPLICANT/C(, �� ` ADDRESS/PHONE 34 WINTRHOP ST (413) 584-4172 Q THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE CONING FORM FILLED OUT , r Fee Paid - I ` Building Permit Filled out Fee Paid Tvpeof Construction:_ZPA-SFH New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statemen se 3 sets of Plans Lplot Mn THE FOLLO«'ING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO JY61ATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER: § Intermediate 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 Perniit from Conservation Commission Permit from CB Architecture Committee Permit fi-om FJm Street mmission Permit DPW Storm Water Management Z Signature of Building Official 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 the Office of Planning&Development for more information. .x� �L a.Kr++:..•sr-,d•.,.,�a.w�',c,.a,w.....,�:� G' ''�' y� �`e`s~S:ri;�i�'tEu l 84� lot¢ �y ix{ NS5 � .3' � �° r, I� H•.b�i 0 Pt•�R t _ (f +ss};�a. os,vh�6> �• S '+:i i 9 g YUX oft ` H ' 4 :f d V A • r h - �+.?- ate/Y i }• � to � � > .� EO 'i'x•� i��.-�� r }' t ,; � +` } yam'/�.. �. �'�'FJ _ s ��"��. r+a '�s �' - Try'.��+ ' ,'S1! s �.: } ,_!}�,� •F°''kt'Ei C.l ..�.,; � .� � ��.o�' '_ � � �+?'`� -q ;t,: .i - '?Ty' �t�¢�?#:�� ''�,s.. yq • �>i' -��y�;�.y� ,�.�4. ;� r �n r-� t� y �• - } .-c- •t ,err •:y,. rr.E-_. 1. .��' # _ 4 •�(. - �:t 1 ry ,rt �=' t.4'.T 5. ,�"-�A ,�s - ci.az ' -}. m. v . r , tea✓ Y�y: N. 1 � a q"';,,•. ie „� ,,.,r•_. G} M1 :4— \Q4 Al tit },.�,e ram •• f"i i .-' \ '•".`; Y GW ;! 771 5,44 it t4 '.W u � I•x, sx.`'+A'4'" ,� L �1 '� �are:ldJ ^.•2� _ �� F n O f -:.t 3 r 2 l ' kr- r ' �l• A 4N� pp� 1/4" IRON PIPE FOUND DOVI 1" S 118.83' NO2'47'34"E 131'.34' OVERALL 41 led �-A SINGLE FAMILY 2 STOR FRAME BUILDING . ` t \ ANG f i FOUNDROM FLUSH 108.22' a d MUNICIPAL WATER AVAILABILITY APPLICATION Northampton Water Department 237 Prospect St. Northampton,MA 01060 587-1097 A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. Location: 56 Summer Street. Northampton Inquiry Made By: Richard Finn 5844172 Date of Inquiry: 10/19/07 Number of Type of Single Family X Type of Private X Units: I Unit(s): Accessory Apart. Ownership: Condo Multi-family Rental (Annli .nnt to fill oLt the ahovel Municipal Water Main in Existing service to Front of Location? Yes:X No: site? Yes: X No Size of Water Main: 10" Material: Cl Age: 1898 Approximate Static Street Flow Test Conducted: Yes: No: X Pressure: 110 If done attach results Size of Service Connection '/s"Existing to Property Line Suggested Meter Size: 5/8" Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • Arrangements of such' ation shall be made with the Northampton Water Department with a minimum of otidnffau on. • work to N ton Water Department specifications. David W. Sparks, Superintendent of Water Water Entry_Meter I00_Radio 100_ cc: Ned Huntley,Director cc: Tony Patillo, Building Inspector Note: If this availability is for a new construction,it must be hand delivered to the Building Ins or. MUNICIPAL SEWERISTORM DRAIN AVAILABILITY APPLICATION Northampton Streets Department 125 Locust Street Northampton,MA 01060 587-1570 A Department of Public Works Trench Permit and Sewer Entry Permit shall be required prior to any construction or connection activity associated with this application. Location: 56 Summer Street, Northampton Inquiry Made By: Richard Finn 584-4172 Date of Inquiry: 10/24/07 To rebuild house that burned down at this location Reason for Request: Municipal Sewer Main in Front of Location: Yes No Municipal Storm Drain Available: 5 1/z deep Yes x No Size of Sewer Main: J( Material: �!' , C , Age: Depth of Sewer Main: P^'' 1 Size of Service Connection: Type of Service Connection: Tie-in to Sanitary Main Tie-in to Sanitary Service at Street Line Comments: 40�NIr�1 C° //AJ (� 1Frs 3 ` R 0&8,4oe- is Note: If this availibility is for new construction,this form must be hand delivered to Building Inspector. A corresponding "sewer entrance fee" shall be paid prior to making any connection to the municipal sewer system. Arrangements of such installation shall be made with the Northampton Streets Department with a minimum of 5 working days notification. All work shall conform to Northampton Streets Department specifications. Storm Drain Concurrence John Hall Douglas McDonald,Environmental Planner Sewer Department Engineering Department cc: Ned Huntley, Director DPW Anthony Patillo,Building Inspector Table 1:Minimum-insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature("F) 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. insulation i mcrtness in mcnes oy ripe Sizes Piping System Types Range("F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 i:ooiing aysterns Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: 56 summer Report date: 01/02/08 Data filename: Untitled.rck Page 4 of 4 Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Lj The HVAC system provides a means for balancing air and water systems. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: FT Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: Ll All heated swimming pools have an onloff heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: 0 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: 56 summer Report date: 01/02/08 Data filename: Untitled.rck Page 3 of 4 REScheck Software Version 4.1.3 Inspection Checklist Date: 01/02/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity+R-1.0 continuous insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity+R-5.0 continuous insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.360 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity+R-2.0 continuous insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air.90 AFUE or higher Make and Model Number. ❑ Air Conditioner 1:Electric Central Air: 13 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturers installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturers instructions,in substantial contact with the surface being insulated,and in a manner that acnieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Ducts in unconditonea spaces are insuiatea to at least R-5.Ducts outside the building are insuiatea to at least R-6.5. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181B. Project Title: 56 summer Report date:01/02/08 Data filename: Untitled.rck Page 2 of 4 CNJ( REScheck Software Version 4.1.3 Compliance Certificate Project I itle: 56 summer Report Date:01/02/08 Data filename:Untitled.rck Energy Code: 2000 IECC Location: Northampton,Massachusetts Construction Type: Single Family Glazing Area Percentage: 9% Heating Degree Days: 6404 Construction Site: Owner/Agent: Designer/Contractor: 56 summer St. Richard Finn Richard Finn Northampton,MA 01062 29 hickory dr 29 hickory Dr. florence,MA 101 florence,MA 01062 5844172 ?L ,e Compliance:Passes liance:27.0% n Code Maximum UA:392 Your UA:286 Gross Cavity Cont. Glazing UA Assembly - or or oo Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 992 30.0 1.0 34 Wall 1:Wood Frame,16"o.c. 2176 13.0 5.0 123 Window 1:Vinyl Frame:Double Pane with Low-E 188 0.340 64 Door 1:Solid 60 0.360 22 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 992 19.0 2.0 43 Furnace 1:Forced Hot Air90 AFUE Air Conditioner 1:Electric Central Air13 SEER Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2000 IECC requirements in REScheck Version 4.1.3 and to comply with the mandatory requiremen ' led in t RE Sc Inspection Checklist. Name-Title Signa ure Date Project Title: 56 summer Report date: 01/02/08 Data filename: Untitled.rck Page 1 of 4 �_^�r�ls-�• - (rFi� �= C�aT-rilcri�fa;� 7m ENT OF BU:L.D;)-�c INZ PECT 1_ S r)E C TC 212 l�fcen 5i:c-.0 A�ur.,cipnl Lc,33d;a5 4 i A`orLhnmpCOn, Z•Azzz. 01 OVO Square rootage Anoun L 1st Floor e 2nd Floor @ s-30 1/Z Floocs, Attie. Garage .S_15 V Deck, Poccnes $_� CITY OF NORTHAMPTON, MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS 125 Locust Street i Northampton, MA 01060 .Nf11 413-587-1570 Fax 413-587-1576 Edward S. Huntley, P.E. Director ASSIGNMENT OF HOUSE NUMBER(S) Street: Summer Street Assessors Map: Sheet 31 B Lot 070 House Number: 56 Summer Street Date: October 18, 2007 Remarks: A house once stood on this lot that was numbered 56 Summer Street. That structure burned down in 1971. The same street address is assigned to the new building to be built on this lot. The applicant requested a house number for permitting purposes. n James Yiirila, P.E. City En veer cc: Central Dispatch Board of Health Water Division Tax Collector Sewer Division National Grid Streets Division Verizon Telephone Inspectors Comcast Assessors Bay State Gas Police Department Post Office (Northampton) James Thompson(GIS Coordinator) Post Office (Easthampton) Registrar of Voters Applicant: Richard Finn 29 Hickory Drive Florence, MA 01062 KAHouse Numbers\ Permit No. D08-08 CITY OF NORTHAMPTON,MA. DRIVEWAY PERMIT Date: ( 121188107 FEE: $25.00 CHECK#: C r n� THE BOARD OF PUBLIC WORKS r� U Driveway must be staked and house & lot number o�ste_d MAY 2 6 2009 The undersigned respectfully petitions your honorable body for: ( l_ Permission to install a driveway at : 85 Prospect Street Please no * regar n�g_permit below. Fifteen (15) foot maximum width at the-street.line. Gutter drainage not to be disturbed. All drainage shall be directed off the driveway surface to adjacent land and not on the existing roadway.Driveway surface to be paved as soon as possible if the grade of the pLo osed driveway exceeds 3% or more. Homeowners will.be held responsible for any cost to the City of Northampton in the event of a washout of this driveway_ By: Richard Finn Telephone# 584-4172 Proposed Location Inspected By: -2,1O } Gravel Base Grade Inspected By: Final Approval THE BOARD OF PUBLIC WORKS voted that:petition be granted. I Edward Huntley Director of_P_ubhc was----- --- File#BP-2008-0642 APPLICANT/CONTACT PERSON Richard Finn ADDRESS/PHONE 34 WINTHROP ST NORTHAMPTON (413)584-4172 PROPERTY LOCATION 56 SUMMER ST MAP 31 B PARCEL 070 001 ZONE URC THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildin,i4 Permit Filled out Vq two 9g,44 Fee Paid Typeof Construction: CONSTRUCT 2 M STORY SINGLE FAMILY RESIDENCE New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 050848 3 sets of Plans/Plot Plan THE FO OWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION PRESENTED: ��9�LpjJ7 Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ / Intermediate 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 Signature of Building O 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. .C`r� p7a i ti.iSI:J i` ,.'..V L ?%3??I 3'II7T r DEP:=ENT OF EUILDtJ�G LNSPE=0NS DNS PECI 212 Main Street i Muiicipd Euild=z �J'tC Nonh.unptnn, MA 01060 HOME OWNER EXEIWTION ACK-NOWLED EMENT The State of Massachusetts allows the homeowner the rig hi under 780CMR 108.3.4 to act as ris/}ler construction sup-. ;or. The state defines "Homeowner" as, "Person(s) who owns a parcel on which he/she resides or intends to be, a one or two family divelRng, attached or detached structures accessory to such use and/or farm structures. A person_who constructs more than one home in a two-year period shall not be considered a home owner." The building department for the City of Northampton wants any person(s)who seek to use the home owner exemption, to act as their own const action s'uper<:so; to be aware that by doing so you become responsible for compliance with state building codes and regulations. The inspection process requires that the building department be called to inspect work at various stages, which include foundation/footings (before back-ilI). so-notube holes (before Dour). a rough building inspection(before work is can-cealed).insulation inspection (if reu.uired)and_afinal-buRdina.insnection. The building department requires the inspections before the work is concealed, failure to secure these inspections can result in failure to obtain a certificate of occupancv until--the-work ran-be-inspected.. If the homeowner hires other trades to perform work(electrical, plumbing&gas) the homeowner will be responsible to make sure that the trades hired secure their proper permits in conjunction to the building permit issued, and that they get their required inspections.Failure of the individual trades to secure the permits and inspections as required can FLAY the project until such time as the proper permits and inspections are made I, 1 I understand the above_ (Home o6mer/resident's signature requesting exemption) I will call to schedule all required building inspections necessary for the building permit issued to me. y Date Address of work location The Commonwealth of 1fassachuserts �. — Department of Industrial Accidents Office of Investigazzions - 600 Washington Street Boston,3L4 02111 wxrw.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers ADPlicant Information Please Print LesibIv Name(Business/Orzanirarion/Individual): lt� I CA A-,e-0 1:71 N N_ 9J Address: 2 9 4f l C- L City/State/Zip: FL-Ozf-"'L L§7 U/o Phone.=: .S8'41 " ilia o� �ra Are you an employer?Check the appropriate box: Type of project(required): m a zeneral d contractor an Z I.Q 4.I am a employer with � I a 6. New construction employees (full and/or part-time)_* have hired the sub-contractors i 2 am a sole proprietor or partner- �d on tl P attached sheet 7. r1 Remodeling _ship ar�i have no_ io;ees These sub-contractors have .- li - I i � 8_ Q yemo�uon f worms for me in any capacity. employees and have work.' No workers'comp:tail uiance comp. insurance.' 9.Q Building addition required.] d. Q We are a corporation and its 10.[]Elec iical repairs or additions 3.❑ I am a homeowner doing all work of icers have exercised their I I.❑Plumbing repairs or additions myself. ['-To workers'comp. right of exemption per MGL 12.Q Roof repairs insr7rance required-]t c. 152,§1(4), and we have no employees. [No workers' 13.[1 Other Comp.insurance required.] - 'env V—Plicarit MatMecKs oox W1 anus ago M out the section oeiow s owing their workers'corapensinon.poiicy on. 'Homeowners who subunit this affidavit indicating they are doing,aU work and then hire outside contractors must subffit a new affidavit indicatEng such- 'Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have e-nployees. If the sub-contractors have empievees,they must provide their workers'comp.policy number. I am an employer that is providing rkers'compensation insurance for my employees Below is thepolicy and job site information Insurance Company Name: 7, Policy#or Self-ins.Lic. T: Expiration Date: Job Site Address: City/State/Zip- Attach a copy of the workers, compensation policy declaration page(showing the policy number and expiration date). Failure to sew se coverage,as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine 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 f nne of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investizations of the DL4 for i===ce coverage verification. lr do hereby cerdfy an e pa' acid penalties ofperjury that the information provided above 's true and correct e - — — --- ----- Date: / Phone LOther e onry. Do not write in this area, to be completed by city or town official wu: -- _-P-er-mit/License thority(circle one): f Health 2.Building Department 3. City/Town Clerk ?.Electrical Inspector 5.PIumbing Inspector r son: Phone SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder License Number a 5'L, $�8 Addrel��Z 57-20'/ T ` 74 Expiration Date B Signature Telephone 7/&//0 p 9.Registered Home Improvement Contractor: Not Applicable Company Name Registration Number Address Expiration Date Telephone SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... ❑ No...... A-(c 1i 46gt l t - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780. Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-vear period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official.that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time, during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature N r SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [M Siding[p] Other[❑] Brief Description of Proposed S ) --- f� Z �vGL �Z 0 �� Work: V A Alteration of existing bedroom Yes k No Adding new bedroom Yes C No Attached Narrative Renovating unfinished basement Yes x No Plans Attached A -Sheet sa. If New house and or addition to existing housing, complete the follow!ng: a. Use of building : One Family X Two Family Other b. Number of rooms in each family unit: C) Number of Bathrooms,_ c. Is there a garage attached?Jyo d. Proposed Square footage of new construction. l� Dimensions e. Number of stories? Z f. Method of heating? &;I,,; Fireplaces or Woodstoves Q Number of each g. Energy Conservation Compliance. ��J Masscheck Energy Compliance form attached? ! � h. Type of construction tfil;,0 C A i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade 7 ` k. Will building conform to the Building and Zoning regulations? _Yes No . I. Septic Tank City Sewer _ Private well City water Supply SECTION 7a--OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT LnJ- -�, L f L.� as Owner of the subject property hereby authorize h I M to act on y ehalf, in all matters e t ork authorized by this building permiZ-4-pplica' n. - _ / er 7 Signature o O r Date 1 cw&w N as Owner/Authorized Agent hereby declare that tfie statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print Na Signature of Owner/Agent Date ^ . Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage 77 Setbacks Front Ate Rear —4C PIC Building Height -,-Z- Bldg. Square Footage % Open Space Footage AL, % (Lot area minus bldg&paved 17/ #of Parking Spaces A. Has a Special Permit/Variance/Finding ever been issued for/on the site? Ailh NO �� DONTKNOW \_��/ YES \~�� IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO �� ( ) DONTKNOVY YES ~~' --------- -` �----0--1 r--------- ' IF YES: enter Book Page and/or Document# �� B. Does the site contain a brook, body ofvvaterorvvetiands? NO �@� DONTKNOYY \~� YES \~� IF YES, has permit been or need to be obtained from the Conservation Commission? Needs to be obtained «~�//�� Obtained �~\_/\ Date |ssued' |- ---' ---- -` ' ' L _ -_____-/ ^ y~� /�� C. Do any�gnse�ston the proper�? YES v~� NO WE/ /FY[]' 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, vadon. or filling)over 1 acmnriohpa�cfa common�an that wmdisturb over Iacre? YES (� � NO W��) �� IF YES, t1hen a-North�tm pton StorrWat&ManeFg—erment Permit from the DPW is required. Department use only City of Northampton StatusofPermit. Building Department Curb CutlDriveway Permit 212 Main Street Sewer/Septic%411abiity Room 100 Water/welLAvaiiability Northampton, MA 01060 Two Sets of Sttucttuai_Plans° phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATEOR:DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: oThis section to be completed by office I n"!, � ;j /��U Map ` Lot Unit j /N®!2 i N !} MP i a Zone I Overlay District Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: ALL J e'S I L_A 3 -1 W,14 7—&A'0 J0 .S , Name(Print) Current Mailing Address: c� /72 Telephone Signatur 2.2 Authorized Agent: Name(Print` Current Mailing Address: Signature Telephone SECTION 3-'ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building ?Z�f (a)Building Permit Fee 2. Electrical �� (b)Estimated Total Cost of Construction from 6 3. Plumbing /L7 Lynx OZ Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection S "- .did 6- Total=(1 +2+3+4+5) 2,5Q O,LT,1 Check Number This Section For Official Use-Onl Date Building Permit Number: Issued: Signature: - - -- - ------– - ---------- -- ecd-- Building Commissioner/InsptorofBw mgs ,° Date Linda LaPointe From: Louis Hasbrouck Sent: Friday,June 03, 2011 1:34 PM To: 'Ed Etheredge' Cc: Linda LaPointe Subject: RE: 56 Summer Street Map 31 B 70 Ed, Linda will pull the file and see what we have. Louis Hasbrouck Building Commissioner City of Northampton Town of Williamsburg 212 Main Street Northampton, MA 01060 (413) 587-1240 From: Ed Etheredge jmailto:Ed @noholaw.coml Sent: Friday, June 03, 2011 1:27 PM To: Louis Hasbrouck Cc: Carolyn Misch Subject: 56 Summer Street Map 31B 70 Hi Louis, I have been hired by Easthampton Savings Bank who foreclosed on Grimaldi, 56 Summer Street(31 B-70), to clean up the title and zoning issues and I'm working on an application for a special permit for lot size averaging. Is there a ZPA on file or a plan with the lot dimensions? Both would be useful to me. Can you make a copy and let me know the charge and when it is ready and I'll come over with a check to get it. Thanks, Ed. Edward D. Etheredge, Esq. Etheredge & Steuer, P.C. 64 Gothic Street Northampton, MA 01060 T. (413) 584-1600/F. (413) 585-8406 edgnoholaw.com i A C OCC it ce t LA k t AMC (9-) F Ol-,- is � � n 56 SUMMER ST Al� BP-2008-0642 GIS #: COMMON W E,ALTH OF MASSACHUSETTS Map:Block: 3113- 070 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category_ BUILDING PERMIT Pernut# BP-2008-0642 Project# JS-2008-000979 Est. Cost: $250000.00 Fee: $942.40 PERMISSION L.'HEREBY GRANTED TO: Const. Class: 513 Contractor: License: Use Group: R4 Richard Finn _ 050848 Lot Size(sq. ft.): 8102.16 Owner: GRIMALDI KELLY Zoning: URC Applicant: Richard Finn AT: 56 SUMMER ST Applicant Address: Phone: Insurance: 34 WINTHROP ST (413) 584-4172 NORTHAMPTONMA01060 ISSUED ON.112312008 0:00:00 7'0 PERFORM THE FOLLOWING WORK:CONSTRUCT 2 STORY SINGLE FAMILY RESIDENCE POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: �'�•r�p° ewe",- Meter:Lovlf2) d / I Footings: 0j< Rough: Rough: ��- � House# Foundation: Driveway Final: Final: .-��-p q Final:_�-�j 1 Rough Frame: Of-,( —OdQ4Fy AN(� (C) OK 0161(-3(C� LD141�, Gas: Fire Department Fireplace/Chimney: Rough4% C? a441 Insulation:eft `/,0 A IV L•M44 Final: Smoke• Final: CK o 9 vim` 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 1/23/2008 0:00:00 $942.40741 212 Main Street,Phone(4 13)�(�7-1240, Fax: (413) 587-1272 Building Conunissioner-Anthony Patillo k t � C7� � C.��a�`� � /' ... e._ APR _ : . # lb9 g( 36- i,AACH.USETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING O"A at Type? Elec , �I�f i�,c -. ,,-�o�l Mass Date 1L_te C7 R Permit PPb3�1 Building Locations L�.,1 m�r �i i. Owner's Name_)✓ r Type Of Occupancy A� � ,�n�,v. New 0 Renovation Q Replacement CI Plans Submitted: Yes Q No 0 FIXTURES z an — Z x < W X J 47 K 3. O I- Z V it! d ? r++ = a K d d x d a w e < ? v h M D J FA d cc w = S S p x = Sua-BSMT. W BASEMENT 0 0 1ST FLOOR ao 2ND FLOOR 3RD FLOOR p 4TH FLOOR 5TH FLOOR, 6TH FLOOR 7TH FLOOR STH FLOOR installiry Company Name Schneider Plumbing & Heating Check one: certificate AddM_nP.O.Box 323, 131 Main Street EXCorporation 24230 H a y d e nv i l l e, MA 01039 0 Partnership Business Telephone (413 ) 5$4—16 3 4 0 Firm/Co. NamedUcensedPksnIw Master- Robert B. Schneider INSURANCE COVERAGE: 1 have a camera Ilabilty insurance policy or Its sew equivalent which meets.the requkemerots of MGL Ch. 142. Yes [3 No C} If you have checked M. please indicate the type coverage by checkkV the appropriate boot. A liability insurance policy Q9 Other type Of Indemnity 0 Bond ❑ OVMER'S INSURANCE WAIVER..I am awam ttmt the Manses does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws. and thst my signature on this permit appikatIon waives this requirement Check one: Owner 0 Agent 0 Signahn of Owner or Owner's Agent 1 tnrefy certify the all of the detaes and inioanation 1 have sulxniif d{or entenbW in above application we true wW accurate to the best of my tutowbdpa and at p work and atiorM perfarrned under the perm*iss M for tips application will be in compliance with all pertinent proNaione of the Messedwsetts State Nkrt"m Coda and Chapter 142 the General laws, ail SWi-mm— - - - - ritie Type of Likanse:Me"(N Journeyman 0 ' /coven too. U o tiamm Number 917 0 $ Chk #t q 6 Rc t fit`