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10B-034 Wooluauaana itulauaoHholiey •mmm :as Clam ail uo sn putd G L•L� 0(. :a1VCI GS0 L0 W 'SQaal 0E80'59 b L"ti L 5'6lxed zzG8s•G i auogd avW0 — g INVA Q'd0?J CIN'd1df1 9 Z9o10 vw'uo}auaaypo�y 'LZ909 xo9 Od'an!JQ apisJanl2!ob6 :21V')G CA =_ — 'Q 5111321 HILL NHOf'7U� ��U�U.I�/IOJG�U�Il a1.U4 � �Iallef� 95 J19 NM�r'NGJ I III !I ■I■I III <=€:[] . `..; - ' -- lilt r\ Z A1■1■I CJ II I W l , o w u.i ■■I ' r o co En / III . A . u_ . -82( i�11l I I-."'\-'.".'\\-\I 1 1 CI/.--2:, I ■I■I III oit ' ‘:-. c---'7, ) ... 3= °o III—III--f V tw n- 11 -mEl V. moo t=e�ox _LIE-III-_� ^' o N.01oLL �I111111 i, V► Q °° I=III=iI I- LL. ` -o IIrill"--E1 I / I Ill11 C4__ . / ,A.,.... 111- ;III I M* i 111 Vli /A:1■1 11111' Il1- t,}�t� I I F 111= /A1111111 ,� � 1711 C_) h=2 " , III " � �"n�`;�I II I[� W - III U) / St l I-.( r ILII w -" / / A 111 r // I w I; 1 II� U -1 n; Am ' $ _ ii 1 1E Co J wp 3 I: _ h} II I Ei _ § Ci _ �� w K W ry 0I III — \. - 'Uz k'd I-I \ 1 Imf wilEI UIII I ,. 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M Ii la \\`° N\ O; ;\' ''',\\‘ \'‘ ,'' S''y v 'IM''''.. iV , \y y vvmoo\ ' v v � r vV ' h \ . \ \\ J\�\ \\ Q A t9 in t �r7v m1 Jy q.- • _=� S� _ .t F „. ®O�I IL III 3 f #.r r r Nw, II 4 Portal Frame Bracing Without Hold-Down Devices ( 5 Corners at ends of continuously sheathed braced walls shall be constructed in accordance with 2006 IRC Figure R602.10.5,shown in Figure 4 in this document. The total number of braced wall segments FIGURE 4 having a maximum 6:1 aspect ratio in any individual braced wall line shall not EXAMPLE OF REQUIRED OUTSIDE CORNER DETAIL (IRC FIGURE 8602.10.5) exceed four. For purposes of resisting wind pres- sures l bd nail at 12"o.c. acting perpendicular to the wall, Orientation of stud may vary as described above, the requirements of Figures 1, 2 or 3, and Table 1 shall be Gypsum,when required, installed in accordance met. There shall be a maximum of two with IRC Chapter 7 braced wall segments per header and header length shall not exceed 22 feet. Wood structural panel Tension straps shall be installed in : c accordance with the manufacturer's At corners,connect the two walls together as outlined in this detail to recommendations. provide overturning restraint. For sizing the header to resist gravity loads(snow,live,or dead),the following resources are available: • 2006 IRC Section R502.5 • The Wood Frame Construction Manual(WFCM)Tables 3.22A-3.22E • APA publication,Glulam Garage Door Headers Offer Design Options,Form C410. • APA publication,Glued Laminated Beam Design Tables,Form S475. The minimum header size of 3"x 11-1/4"is required for in-plane lateral load resistance.A deeper,thicker header may be required for gravity load resistance depending on building geometry,framing layout,and number of stories above. Like all header sizing, the proper size shall be determined by the design professional responsible for the particular project. Additional information is also available on the portal frame with hold downs for use as a wall bracing segment in APA Technical Topic,A Portal Frame With Hold Downs for Wall Bracing or Engineered Applications, Form TT-100. The portal frame bracing segment with hold downs is described in 2006 IRC Section 11602.10.6.2 and has limitations for stories constructed above the portal frame. it also has additional foundation size and reinforcement requirements, but the 16-inch wall length of a portal frame with hold downs counts as 48 inches of bracing. (1) Cyclic Response of Narrow Wall Bracing for Seismic Design,http://www.apawood.org/does/Narrov/WallBracingAndSeismicDesign.pdi (2) International Code Council 2007/2008 code development cycle result of the public hearings in Palm Beach,CA,February 2008. I c .�face, FrA47 is: '�+ h°7 T� Er 4 c 'V�k�xa P';` u u n�ti V a -acw.0,1"",9-1-C, , :;--yrthout Hold-Down Devices J ! 4 rr.. . .'? TABLE 1 Ad TENSION STRAP CAPACITY REQUIRED FOR RESISTING WIND PRESSURES PERPENDICULAR TO 6:1 ASPECT RATIO WALLS(aii') Minimum Basic Wind Speed(mph) 1.1ra11 Stud Framing 85 90 100 85 90 100 Size and Maximum Maximum Maximum Exposure B Exposure C Grade Pony Wail Total Wali Opening (Nominal) Height(ft) Height(ft) Width(ft) Tension strap capacity required(Ibf)(mrot 0 10 18 1000 1000 1000 1000 1000 1000 1 10 9 1000 1000 1000 1000 1000 1275 16 1000 1000 1750 1800 2325 3500 9 1000 1000 1025 1075 1550 2500 2 10 — I 2x4 No. Grade 16 1525 2025 3125 3200 3900 NP 9 1000 1200 2075 2125 2750 4000 2 12 16 2600 3200 NP NP NP NP 4 12 9 1775 2350 3500 3550 NP NP 16 4175 NP NP NP NP NP 2 12 9 1000 1000 1325 1375 1750 2550 2x6 Stud 16 1650 2050 2925 3000 3550 NP Grade 9 1125 1500 2225 2275 2775 3800 4 12 16 2650 3150 NP NP NP NP (a)NP=not permitted (b)Strap shall be installed in accordance with manufacturer's recommendations. Form No.J740•©2008 APA–The Engineered Wood Association•www.apawood.org e'gracing Without Hold-Down Devices wen ,: I FIGURE 2 I BRACING METHOD OVER RAISED WOOD FLOOR OR SECOND FLOOR-FRAMING ANCHOR OPTIONwm _ ' Outside Elevation Side Elevation ",i '' Nail sole iI t�.fi g= plate to• Nail sole late I I'• ";' �� Min.670 lb to joist per IRC�\l ;, ,,� foist per ,'yql m r framing Table R602.3(1) -yi '<; �I IRC Table :I ° anchors(b) „j " '1 R602.3(1) I " d n (Ref.No.LTP4) 11 LL a +�� , i.:1- Approved Wood structural panel sheathing over approved band joist band joist „)r Framing anchors installed per the anchor ;. manufacturer's recommendation : its,ice r a r i-: wrslh^S�gpkn�,` Use engineered wood Rim Board®,1-joist, or DRY lumber rim joist to minimize potential for buckling over band joist Notes: A diet „,, (a)See Figure 1 for complete framing detail. I ,to k °p (b)Framing anchors may also be rotated vertically. Not to scale FIGURE 3 BRACING METHOD OVER RAISED WOOD FLOOR OR SECOND FLOOR- WOOD STRUCTURAL PANEL OVERLAP OPTION Outside Elevation Side Elevation Nail sole plate ;;' ao+ to joist per IRC {x ;�; ;', iq° Nail sole ;: � Table R602.3(1) 1 ; plate to °' { a joist per Mm. ;' 1 Bd common •,"# Jtw IRC Table Overlap "P, i•;-7 nails(0.131"x 2-1/2") 1 „ 1 R602.3(1)9.1/4 � 3 o c top and bottom c1 _ �k ,: JQ l /�'y Approved Wood structural panel sheathing over approved band joist—v band joist spr "n ,` 5.134^.Xt"P:S..,t1, i j': `t Use engineered wood Rim Board',l-joist, or DRY lumber rim joist to minimize il� � potential for buckling over band joist �y I "Nr Note: Not to scale (a)See Figure 1 for complete framing detail. I Form No.J740•0 2008 APA-The Engineered Wood Association•www.apawood.org , ',max 4.7:-. W F 2 <.r dvx "Devices . ;,. DATICIVNS is„i s wing a maximum 6:1 aspect ratio shall be permitted to be built in accordance with Figures 1-3 and :5'� e<ma�mum 6:1 aspect ratio is based on height being measured from the top of the header to the bottom of . 'i' i 5egm.entbottom plate. ., } :$,�ro'`purposes of calculating the percentage of bracing present in the braced wall line, i.e., per 2006 IRC Table g602.10.1,the width of the full height sheathing segment shall be equal to its measured width. For example,a portal ' « , frame without hold downs with a 16-inch-wide wall segment is counted as 16 inches of bracing. W If applicable, the bracing amount reduction factors (0.8 or 0.9 from 2006 IRC Section R602.105) for continuously sheathed braced walls next to given openings shall be applied when calculating the total amount of wall bracing required for the entire braced wall line. FIGURE 1 WALLS WITH 6:1 ASPECT RATIO USED WITH CONTINUOUS WOOD STRUCTURAL PANEL SHEATHING OUTSIDE ELEVATION SIDE ELEVATION Extent of header(two braced wall segments) Ir Extent of header(one braced wall segment) s T D„ per IRC Table R62.104 ,. : '" Strap shall be height'°' , ,I t 1• . centered at wx Q I."...-1, 1 � � .a r �: 111 bottom of .=Mm '3,?<1 1 71%4"net header ,tom,,4 r header.,iI 4 ` :,, I A 'n4{ {'41 1 i▪f Z'C 2'to 18'(finished opening width) S'1.a "r4 '' ' 2! I . z I � 16d sinker �1; .*°x 1" r nails(0.148" Fasten sheathing to header with 8d common l l;a� 1' u t F t 12' '" g I � - 'a x3741/4")in I: `use t F nails(0.131"x 2-1/2")in 3"grid pattern as shown 11„4„,..,,Z44,4„,:,,,..4,01. 1„,,,-,:„.„&.4,,.4;.1 x rows total w y .. and 3"o.c.in all framing(studs and sills)typ l' t .t t 'e ," t 2 3"s wall b Header shall be fastened to the king stud t '"*'" ttl 4,41 "_ ' F height' with 6-16d sinker nails(0.148"x 3-1/4") r:' t lw,�,; a• ' Wood struc- • ib t It. Minimum 1,000 lb strap shall be y; h „� V tural panel ^ '*n# 4• ,.- L L. must be 10' I b centered at bottom of header and installed 1 s ,p „ . 1. o continuous on backside as shown on side elevation ' ti.14 * , at'- ;,,, t from top of height ht ` .. g - ' „ l+ wall to bottom „. For a panel splice(if needed), ' LI• panel edges shall be blocked and ;;fu^ v. • jM S i of wall,or ;;; from top of h occur within middle 24"of wall height i. a, ,";.II 1474 -,,,14. p wall to p s.rvw Wood structural panel strength axis {`.�a�elwt� 4 .„, ;• �,, permitted N tea it it ;°I splice area • .:- Min.number of studs shown'''' n :l 1 %, • ;, 7/16'min. _ j '* ..N;. Min.length based on 6:1 aspect ratio. t'' °' al 1 1 +, ,, .; thickness ,, For example:1 b min for 8 height. i4 _,]I a ° J, 1 wood J `, structural I- panel _ .. sheathing Anchor bolt per IRC Table R403.1.6 typ. Min.2"x2"x3/16"plate washer No.of jack studs per Note: IRC Table R502.5(1&2) (a)See Table 1 Not to scale OVER CONCRETE OR MASONRY BLOCK(FOUNDATION i I I I _ I I Form No.J740•©2008 APA-The Engineered Wood Association•www.apawood.org Portal Frame Bracing Without Hold-Down Devices We have field representatives in many major U.S.cities and in Canada who can help answer questions involving APA trademarked products. For additional assistance in specifying engineered wood products,contact us: APA HEADQUARTERS 7011 So.19th St.•Tacoma,Washington 98466•(253)565-6600•Fax:(253)565-7265 .w.w<w.,a p a w.o o d.o r g; PRODUCT SUPPORT HELP DESK (253)620-7400•E-mail Address:help @apawood.org DISCLAIMER The information contained herein is based on AM—The Engineered Wood Association's continuing programs of laboratory testing,product research and comprehensive field experience.Neither APA, nor its members make any warranty,expressed or implied,or assume any legal liability or responsibility for the use,application of,and/or reference to opinions,findings,conclusions or recommendations included in this publication.Consult your local jurisdiction or design professional to assure compliance with code,construction and performance requirements.Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used, it cannot accept responsibility for product performance or designs as actually constructed. Form No.J740/Issued July 2008 A PA REPRESENTING THE ENGINEERED WOOD INDUSTRY 1:t1AMP.7. e., (rung laf Narti1antp n , °—*- ti�►j jl 6 assaclrnsettn _- _ pv���.else `n"-_':'- DEPARTMENT OF BUILDDZG INSPECTIONS –=_ " • 212 Main Street • Municipal Building •--- „' Northampton, Mass. 01060 WORKER'S COMPENSATION INSURANCE AFFIDAVIT 1, 5 /S/751LV?cM/7 1 1fIZGLf' /7 E , ec/Zi;J%1l-C.. (licenserJpelmittee) with a principal place of business/residence at: 3Y' 41ee1�-;6 .:. /4 i- , /*=J-7,-77'71/-i3/Z;gj,4 (phone#) j �/-75-Z- (stmtioity!statPJ2Jp' do hereby certify, under the pains and penalties of perjury, that: 0 I am an employer providing the following worker's compensation coverage for my employees working on this job: (Insurance Company) (Policy Number) (Expiration Date) ( ) I am a sole proprietor, general contractor or homeowner (circle one) and have hired the contractors listed below who have the following worker's compensation policies: (Name of Contractor) (Insurance Company/Policy Number) (Expiration Date) (Name of Contractor) (Insurance Company/Policy Number) (Expiration Date) (Name of Contractor) (Insurance Company/Policy Number) (Expiration Date) (Name of Contractor) (Insurance Company/Policy Number) (Expiration Date) (attach additional sleet if necessary to include information pertaining to all=tractors) ( ) I am a sole proprietor and have no one working for me. ( ) I am a home owner performing all the work myself NOTE:please be aware that while homcownera who employ persons to do maintenance,� uctiaa or repair work on a dwelling of not more than three units in which the homeowner resides or on the grounds appurtenant thereto are not generally considered to be employers under the workers unpensation Act(GL152,ss 1(5)),application by a homeowner for a license or permit may evidence the legal status of an employer under the Worker's Compensation Ad. I understand that a copy of this statement may be forwarded to the Department of Industrial Accidents'Off oe of Insurance for the coverage verification and that failure to secure coverage under section 25A of MOL 152 can lead to the imposition of criminal penalties consisting of a fine of up to$1,500.00 aadlor imprisonment of up to one year and civil penalties in the form of a Stop Work Order and a fine of 5100.00 a day against tee.51- Signed • S For use only � f y Permit Number // t./ 1k //// 1 j s q/._ J L . Mao Lot# ignature of LicenseeJlermsttee . '� f1 t ' .55 4,4 , Office of Consumer Affairs and usifess Rcgulat i 1 0PriJk Plaza - Suite :)170 Boston. Massac usetts 02116 Home TITI pro v m nt Contractor Registration Registration:. 131 945 Type: Individual Expiration: 10/13/2014 Tr# 232370 STEVEN A. SILVERMAN STEVEN SILVERMAN 268 FOMER RD, SOUTHAMPTON, MA 01073 _v'•. ... _..f..� ..... ........... _...._,..,.. ._,. _.,. .... -_.. -._ Update Address and return card.Mark reason for change. Address Renewal Employment Lost Card U+S-C:1 Cr 50M-04,S4-G-101216 t"t nttm=nteyedd r,�w" "IPrr, t4u License or registration valid for in�ii e i t use only Office C"of onsumer Affairs it:11u'iaess Regulation $" before the expiration date. If found return to: ` �F4C?141E lF+h1't��3VER'REAtT CONTRACTOR '-w14,40:".::Registration: .,:131945 Type: Office of Consumer Affairs and Business Regulation Expiration: 01312014 individual 10 Park Pi=-Suite 5170 ,F" Boston.MA 02116 ST > N A.,SILVER t STEVEN SILVERMAN 268 FOMER RD, SOUTHAMPTON,MA 01073 L`aderseeretao Not slid.without signature N1 Y 3 V x f } l rAA e :?1x SECTION 8 -CONSTRUCTION SERVICES _ _ .1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder : Steven Silverman_ 077279 License Number 6/21/1 268 Fanner Ro- • _�„ i • - „ • •n., MA 01073 ._,_.__ it Address Expiration Date I/ 4,4 �LI 584-7522 Signatu e Telephone 9. Registered Home Improvement Contractor: Not Applicable ❑ Steven. Silverman 131945 __ Company Name Registration Number 268 Fomer Road _-._y. 10_/131t �_.... Address Expiration Date Southampton, MA 01073 Telephone 584_-7522 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 >XI No 0 11, - 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 shad! 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, von 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 ---—__ 7cTiON 5 DESCRIPTION OF PROPOSED WORK ( ho•ck 311 osspljck,to) ..._ ....._.... _. .„, ........_„_ _ _ Now House :_..: Addition .6 Replacement Windows A.to ation( ) r: ! Rom inc r.' Or Door& :: I. Accessory Bldg. .:3 Demolitie::: New Signs ' 1 Decks ' i Siding { other I . „ ,... 21 X 1 L tATO C-Nr- 4■12— a‘C.-1/9_,C1 9 Ar ACte 576 S ....,,,,,rs-,, ,y . : ,”icFory: . „ ,, . ,,t. 1. .....2 , Au • . z. , , D 'l 0 6a, If New house and or addition to existing housing, complete the following: C ( ,,i€11 L., "--A. -%.:., 7.-qn4, 1 4.il's.1) '',,t--", y ,l'`, t i',.-to;t1,:e :17taq.1) C? OD ....1 / l4 4 "."(.4°.4,,:4:.1 u' ^trol tt .:::' i t ti: e:,;;;:, ',..,4 ',."42,AikA;;‘,:-., ;,t.r. 1.;.:,.- Zr la':7,1-, ,., , , V i,2:I ,,',C,% E -gy C.:m:4 ac e2 '7.4 9'1 6:ti.:-11 cc:7' 1 ul; p, lcej 1, :-.4 v,-.7:', ,:lv.,,S '''eS NS. I:. i.:)tistt.ii:t )fl V. *,:`'y :00 vi , at "a:2, ;,r).,nt ,,, ct,Lft;' t artr fft,r,^a‘,: a't(Alt,C: if;10,E, } ' ! . "■.1: t nti 1(:,1-F, :::(":'tf,r-ri tc '.! tt lktA;-2:ttp, ,.' -11 /:.:, ,F-,p, t :i„..1.11tc.° f.? Yt.-;-:. /4;› -,r1111 C "..y ','-:.t?.',... l't :y wdtet 5. ; SECTION 7a -OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT ; ,. '00rVk \:PC.)rek.,V1 DCA-YI--C-J-N • a;:', 3v.-icr c. :-,-_. :,,...d: l even Silverman., Valley Hone Improvement, Inc. T.,, b-2-, 'r ^ --,0`At--,,, ,,,,t, -.1.t .1.- t°1 V. .18*, 87811"18;"8,,1-88,8 :88/ P108 L.8"8.1'8,e Fre: 888'1 8: 84:-q-,11.; 1118,8 I ilf .8.- /003 I _, !OWL. ' .i.,..4.484■41 Cr Lle,rte' ....it, , ..,.. . S...t.evertSilacexman,.._lalley Home Impro3rementInc.... , rv,.. ..-tc--2-tn,,, ti2r :71c ..."Et: ..--,ts '',......10.,...-tr....2•1*,, l'FW f'"I',/,'"i't, :...ri 1.8:° thd f,:ir(4R,I.)Ii ii iy.,..Ft .',,..ilic. ,m -1.0.....: ;.0.: ,I Itkl, 88f 't148: t.:,:-." L' ivy 1 t,i-C-,,,fr:Cre 7 nt bclici i _ i ..-.4: r 1 ...-(:(:- *.r-: :_ii:'' a-J Steven Silverman / -in 7 11 I 1V1-113 Section 4. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size F Frontage a Setbacks Front 3S 3 5 Side L: &0 R: i 3 L: Co0 R: Rear —1 ) -LI Building Height 1 2 S`l`L1 1 Bldg. Square Footage 11 .7 (0 6, % 2 3 5d, % Open Space Footage Q$a 3 (Lot area minus bldg&paved 2,3/ p,,5y % M, 0`-i 9 0, 7a parking) 8 #of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW 7S YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW •,C YES IF YES: enter Book Page and/or Document # B. Does the site contain a brook, body of water or wetlands? NO )( 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: C. Do any signs exist on the property? YES NO 'A IF YES, describe size, type and location: D. Are there arty proposed changes to or additions of signs intended for the property?YES_ No 74-' IF YES, describe size, type and location: sr s D \A\ C-' �c6 Department use only Ciity of Northampton Status of Pe?mit: __City Department Curb Cut/driveway Permit `= 212 Main Street Sewer/Septic Availability Room 100 W eriWeli Availability L 4 North.mpton, MA 01060 TWO Sets of Structural Plans phone 41. -58v-1240 Fax 413-587-1272 Plot/Site PI �_— r a •lr,:N Other Specify r�cctrc.�t -r,r,1A01QF� - _ - ATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office 00\6 nd. C, Map- Lot Unit Leecs O`r Zone Overlay District ��J 2 Elm St. District CB District SECTION 2- PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Ydn +`- aJn �VC- e t-d N lb U \tVt 1....eQ .S MGM. O t O�3 Name Print) Current Mail g Add shy Telephone b (P 5 . Siff .2 Authorized Agent: Steven Silverman Valle Home Im• ovemert ! F.O. Box 60627, Florence, MP 01062 Name(Prin Current Mailing Address: JjJA 584-7522 Signature Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS item Estimated Cost(Dollars)to be Official Use Onty completed by permit applicant I Building 3 5, (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of Construction from(6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total = (1 + 2 + 3 + 4 + 5) 3s, _ Check Number g/s-46-- This Section For Official Use Only +t Building Permit Number: Date Issued: _ I Signature: __._.._ Building Commissioner/Inspector of Buildings Date File#BP-2014-0521 ] y✓ APPLICANT/CONTACT PERSON VALLEY HOME IMPROVEMENT INC QQy/"'J�"" ADDRESS/PHONE P 0 BOX 60627 FLORENCE (413)584-7522 1 PROPERTY LOCATION 16 UPLAND RD MAP 10B PARCEL 034 001 ZONE URA(l00)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out V/O a / 1§I 16 Fee Paid / Typeof Construction: CONSTRUCT 24 X 24 DET GARAGE New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 077279 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF( MATION 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 _i.:tionDelaY re oumg Offi al 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. 16 UPLAND RD BP-2014-0521 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 10B-034 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: GARAGE BUILDING PERMIT Permit# BP-2014-0521 Project# JS-2014-000896 Est. Cost: $35000.00 Fee: $115.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: VALLEY HOME IMPROVEMENT INC 077279 Lot Size(sq.ft.): 26397.36 Owner: DIETRICH JON W&DEBORAH W Zoning: URA(100)/ Applicant: VALLEY HOME IMPROVEMENT INC AT: 16 UPLAND RD Applicant Address: Phone: Insurance: P 0 BOX 60627 (413) 584-7522 Workers Compensation FLORENCEMA01062 ISSUED ON:11/5/2013 0:00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT 24 X 24 DET GARAGE 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 11/5/2013 0:00:00 $115.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner