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25A-153(1) Zoning Board of Appeals -Decision City of Northampton Hearing No.: ZBA-2013-0017 Date: June 14, 2013 MINUTES OF MEETING: Available in the Office of Planning&Development. I,Carolyn Misch,as agent to the Zoning Board of Appeals,certify that this is a true and accurate decision made by the Zoning Board Administrator and certify that a copy of this and all plans have been filed with the Board and the City Clerk on the date shown above. I certify that a copy of this decision has been mailed to the Owner and Applicant. The appeal period for residential findings granted by the Zoning Board of Appeals Zoning Administrator are thirty(30)days from the date of the decision. All appeals are heard by the full Zoning Board of Appeals. ! j 1 ' . JUN 1 4 2013 July 16, 2013 I,Wendy Mazza, City Clerk of the City of Northampton, hereby certify that the above Decision of the Northampton Zoning Board of Appeals Zoning Administrator was filed in the office of the City Clerk on June 14, 2013, that thirty days hav elapsed since such filing and that no appeal has been filed in this matter. ()ha.... Attest: City Clerk City of Northampton GeoTMS®2013 Des Lauriers Municipal Solutions,Inc. • A.TT! ]AT; HAMPSHIRE, tom:' MARY IILBERI) .+tf /lik---- _._. Zoning Board of Appeals - Decision City of Northampton J , r;;;Cf-6....--Th- ,, Hearing No ZBA-2013-0017 Date: June 14, 2013 , ?Ol3 °F-'T APPLICATION TYPE: SUBMISSION DATE: Residential Finding • 5/16/2013 i 1 JIfIJ'I Applicant's Name: Owner's Name: 2013 00016897 NAME: NAME: Bk: 11386Pg: 27 Page: 1 of 2 HAIGLER JUDY 8 CONSTANCE L FENDER HAIGLER JUDY 8 CONSTANCE L FENDER Recorded: 07/16/2013 11:30 AM ADDRESS: ADDRESS: 8 THE LOPE 8 THE LOPE TOWN: STATE: ZIP CODE: TOWN: STATE: ZIP CODE: HAYDENVILLE MA 01039 HAYDENVILLE MA 01039 PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: (413)563-4650 0 (413)563-4650 0 EMAIL ADDRESS: EMAIL ADDRESS: Site Information: Surveyor's Name: STREET NO.: SITE ZONING: COMPANY NAME: _39 WOODBINE AVE URB(100)/ TOWN: ACTION TAKEN: ADDRESS: NORTHAMPTON MA 01060 Approved w/Conditions MAP: BLOCK LOT: MAP DATE: SECTION OF BYLAW: 25A 153 001 Chapt.350-9.3(1)(DJ:Pre-existing TOWN: STATE: ZIP CODE: Book: Page: Nonconforming Structures or Uses May be DOC# 358 Changed, Extended or Altered with a PHONE NO.: FAX NO.: Finding from the Zoning Board of Appeals. EMAIL ADDRESS: NATURE OF PROPOSED WORK Expansion of the 2 unit building at 37-39 and vertical expansion of the rear building at 41 Woodbine. (project entails two parcels merged as one) jBood 10315 p.272 HARDSHIP: CONDITION OF APPROVAL: 1) The second means of egress be relocated to be within the pre-exisitng non-conforming side setback of 6'and no closer to the lot line than 6'. FINDINGS: The designated Zoning Administrator granted the Finding based on the materials and graphics submitted with the application. The Findings of the Board Administrator under Section 9.3 for an addition in the rear related to rear yard setbacks as follows: 1. The Administrator found that the change would not be substantially more detrimental to the neighborhood than the existing nonconforming structure on the lot. The existing footprint is about 6' from the side lot line and the proposed changes would result in both the main(front building)and the rear structure to be no closer than the current non-conformity. 2. The Administrator found that the home would not extend any closer to any front,side, or rear property boundary than the current zoning allows and that the pre-existing structure already extends. 3. The Administrator also determined that the new construction would not create any new violation of other zoning provisions;and does not involve a sign. COULD NOT DEROGATE BECAUSE: FILING DEADLINE: MAILING DATE: HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE: 5/14/2013 6/8/2013 6/27/2013 REFERRALS IN DATE: HEARING DEADLINE DATE: HEARING CLOSE DATE: FINAL SIGNING BY: APPEAL 7/14/2013 ELI E: 6/1/2013 7/20/2013 6/13/2013 6/27/2013 FIRST ADVERTISING DATE: HEARING DATE: VOTING DATE: DECISION DATE: 5/30/2013 6/13/2013 6/13/2013 6/14/2013 SECOND ADVERTISING DATE: HEARING TIME: VOTING DEADLINE: DECISION DEADLINE: 6/6/2013 4:00 PM 9/11/2013 9/11/2013 MEMBERS PRESENT: VOTE: Malcolm B.E.Smith votes to Grant MOTION MADE BY: SECONDED BY: VOTE COUNT: DECISION: Malcolm B.E.Smith 1 Granted w/Conditions GeoTMS®2013 Des Lauriers Municipal Solutidns,Inc. File#MP-2013-0107 APPLICANT/CONTACT PERSON HAIGLER JUDY&CONSTANCE L FENDER ADDRESS/PHONE 8 THE LOPE (413) 563-4650 0 PROPERTY LOCATION 39 WOODBINE AVE MAP 25A PARCEL 153 001 ZONE URB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid '�?SIP AO Building Permit Filled out Fee Paid Typeof Construction: ZPA-ADD 2ND FLR LIVING SPACE OVER EXISTING GARAGE 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* �''' ✓ `eceived&Recorded at Registry of Deeds Proof Enclosed v 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. Move door n ril it Lt. i II L. LI) c; o c2 Ct is) i.� + Q .f.-:--'') 1 i i4) (1 0> 1I I1 r j C.. . 4--- . _, 3 . 4 .--e Sgt I- '3 H . 13 i 41,/ it) .1 CIS 17\14\ 1' f 2nd means of egress is not If this space is used by persons "at the normal level of exit" • other than the occupants of the - (R311) . Spiral stairs are \ second story unit, it would need allowed within a unit. This to be separated from the rest layout would require a code — of the structure by 2 hour o modification. I would likely fire partitions with protected allow it if the exit door was openings. There is a signifi-, located in the space at the cant difference between M bottom of the stairs and garage space for a dwelling { opened directly to the I unit and garage space for other outside (not through the tenants in terms of separation. — garage) , and the lower room was separated from the garage by 2 hour fire partitions. ul /1- k.0 t 4 4 w -- J kJ ki t) bra From:Jill Dobiecki At:Lebel Lavigne&Deady Ins FaxID:413-534-8982 To:Paul Date:7/15/2013 08:38 AM Page:2 of 2 LECLE-1 OP ID:JD AC-OR° CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) 07115/13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 413-532-3291 NAMEACT LeBel/Lavine&Deady 413-534-8982 PHONE FAX Insurance ency,Inc. (AIC,No,Ext): (A/C,No): 637 Grattan treet I PO Box 59 E-MAIL Chicopee,MA 01021-0059 ADDRESS' John A O'Keefe INSURER(S)AFFORDING COVERAGE NAIC s INSURER A:Arbella Protection Ins.Co. INSURED Leclerc Brothers,Inc. INSURER B:Pilgrim Insurance Company Paul&Mark Leclerc,dba 45 Worthington St. INSURER C: Chicopee,MA 01020 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE INSR WVD POLICY NUMBER POLICY EFF POLICY EXP LIMITS _(MOLIC EFF (POLICY EXP GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY 8500028080 06/08/13 06/08/14 DAMMISEAGES I( PRES Ea occurrenceRENTED ) $ 100,000 CLAIMS-MADE X OCCUR MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GE 'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PRO- JECT $ JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 (Ea accident) B ANY AUTO PGC10007131891 06/08/13 06/08/14 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS (Per accident) UMBRELLA LIAR OCCUR EACH OCCURRENCE $ 1,000,000 A EXCESS LIAB CLAIMS-MADE 4600028081 06/08/13 06/08/14 AGGREGATE $ 1,000,000 DED X RETENTION$ 10,000 _ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY TORY LIMITS ER A ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N 9100720613 06/25/13 06/25/14 E .EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E .DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Job ref: Connie Fender CERTIFICATE HOLDER CANCELLATION CITYNOR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Northampton ACCORDANCE WITH THE POLICY PROVISIONS. Builidng Inspector AUTHORIZED REPRESENTATIVE 212 Main Street Northampton,MA 01060 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD -6)c i .n c. eveczide •OffIceof ConsumerAffairs&13 siness Regulation IMPROVEMENT CONTRACTOR Registration: 102682 Type: • Expiration: 712/2014 Partnership LECLERC BROTHERS Paul Leclerc 45 Worthington St Chicopee,MA 01020 Undersecretary -: ttciwett"- Public R rp. ; jtt anti Mantitti-tis Constccn Licens:- License: CS 17687 _ PAUL L LECLERC 45 WORTHINGTON ST CHICOPEE, MA 01020 ".4 Expiration: 917/2018, munriN.i,,ner Tr : 1680 (OP- Y/3-3z1i-,34)0) 1 a A .44 et i i i I f .14) z; 1 ak 116, � J .. ...1 I k • '4-- J -v ti , .vr; F + 'mot . s3 r J t. - , i 1 .,,, i '' ( i. M 4 e ' '' . ' t ',1116 ,4 . c x;11.' MI 1 � avxrw g „ 4 ..q. / . . • •:11 *:-- -.• 1.• ( .:.:::\I / ......... / vC- ...• 7 .- r N. 1 // .• 14") -.-....1. ,..... •. 1 r.1.PP• J 1 1" X.-N .... , 3 - . . • -.,-.■ .... . .- ., .■.... - ar '"), •_ .-'. .- ;■11. .0 ..... •••••die ',.. .- .• "4" V' , .• = / N Vt./ .... . . .• / N. '.- "6... .`,.... . 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'W oo��w.'■■o■■∎��o���� e 3x4= 3x4= 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4= 3x4= 5x6= 32-0-0 32-0-0 Plate Offsets(X,Y):j1:0-3-7,0-1-81119:0-3-7,0-1-81 126:0-3-0,0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) trdefl Ud � PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.29 I Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow 40.0) Lumber Increase 1.15 BC 0.09 Vert(TL) n/a - n/a 999 TCDL 10.0 BCLL 0.0 Rep Stress Ina YES WB 0.21 Horz(TL) 0.01 19 n/a n/a BCDL 10.0 Code IBC2009/TP12007 (Matrix) Weight:166 lb FT=4% • LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 or 2x4 SPF Stud WEBS 1 Row at midpt 10-26,9-27,11-25 SLIDER Left 2x6 SPF No.2 1-11-9,Right 2x6 SPF No.2 1-11-9 REACTIONS All bearings 30-0-0. (Ib)- Max Horz 1=288(LC 4) Max Uplift All uplift 100 lb or less at joint(s)1,27,28,29,30,31,25,24,23,22,21 except 32=107(LC 6),20=106(LC 7) Max Gray All reactions 250 lb or less at joint(s)1,19,26,27,28,29,31,25,24,23,21 except 30=259(LC 1),32=462(LC 1), 22=259(LC 1),20=462(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=258/164,9-10=93/293,10-11=-93/293 WEBS 3-32=372/200,17-20=-372/200 NOTES 1)Wind:ASCE 7-05;100mph(3-second gust);TCDL=5.0psf;BCDL=5.0psf;h=24ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-05;Pf--40.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 4)This truss has been checked for uniform snow load only,except as noted. 5)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. 6)NI plates are 2x4 MT20 unless otherwise indicated. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,27,28,29,30,31,25,24,23,22,21 except(jt=1b)32=107,20=106. 10)Non Standard bearing condition. Review required. 11)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard „,44°'H OF 4,16, O y - •HN ( �� CI IL No.43029 qPOcFFG/STER���t'F • • This truss is to he fabricated per ANSUTPI quality requirements.Plates shall he of size and type shown and centered at joints unless otherwise noted.This design is hayed upon parameters shown.and is for an individual building component to he installed and loaded vertically.Applicability of design parameters and proper incorporation of component is ptr bility of the Building Designer.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific budding and governing codes and ordinances.Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific budding Certification is valid only when truss is fabricated by a DPP company.Bracing shown is for lateral suppat of truss members only and does not replace erection and ti permanent bracing.Refer to Building Component Safety Information(BCSI)for general guidance regarding storage,delivery.ereairm and bracing available from SBCA and Truss Plate Institute.. Job I Truss :Truss Type 44' Iply Leclerc 13072727B T1 i COMMON 15 1 0001 -_- --- --- ---- -_-- __- .. ---__ — Job Referenceloption� ID:DaAYbdGfYHvje2Pson0OW2yvBFN-JOE l wtftmywOOGwjqusS7pAeZwo46_mmgvaLmVyusKM• Universal Forest Products &2 13 7�� I 23-9-3 9-3 7.350 s Se )27 2012 MiTek Industries,Inc. Wed Jul 241307:51 2013 Page 1 4X6= Scale=1:61.31 7.00 W 5 �ii\ 3x6 3x6 2x4\\ 0 4r. 2x4// 3 7 • /1 4x4 i 4x4�� 4x4 i 2 � 8 4x4 it ', , g I. in 1 - y� s of �I R1 fn R7 I� 4x6= 12 11 10 4x6= 3x8— 3x4= 3x4= 3x4= 3x8= 11-9-14 20-2-3 32-0-0 11-9-14 8-4-5 ( 11-9-14 Plate Offsets(X,Y): [1:0-4-3,0-2-0],[1:2-0-9,0-1-12],[1:3-9-12,0-1-121 L1 0-2 7,0-2 14119:0-4 3 0-2-0],[9:1-0-2,0-9-01[9:2-9-5,0-9-0],[9:0-11-15,0-2-14] LOADING(psf) ( TCLL 40.0 (T) PLATES GRIP SPACING 2-0-0 CSI DEFL in loo) I/defl lid (Roof Snow 40.0) Plates Increase 1.15 TC 0.78 Vert(LL) -0.38 1-12 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.63 Vert(TL) -0.98 1-12 >386 180 I BCLL 0.0 Rep Stress Ina YES WB 0.58 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code IBC2009/TP12007 (Matrix) Wind(LL) 0.07 1-12 >999 360 Weight:142 lb FT=4% LUMBER BRACING TOP CHORD 2x4 SPF 2100E 1.8E TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SPF 2100E 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud SLIDER Left 2x8 SP No.1 4-5-1,Right 2x8 SP No.1 4-5-1 REACTIONS (lb/size) 1=1893/0-5-8 (min.0-2-15),9=1893/0-5.8 (min.0-2-15) Max Hors 1=-288(LC 4) Max Uplift1=175(LC 6),9=175(LC 7) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2966/715,2-3=-2798/740,3-4=-2506/693,4-5=-2290(728,5-6=-2290/728,6-7=-2506/693,7-8=-2798/740,8-9=2966/715 BOT CHORD 1-12=-510/2431,11-12=-163/1623,10-11=-163/1623,9-10=510/2431 WEBS 5-10=244/872,7-10=743/407,5.12=-244/872,3-12=-743/407 NOTES 1)Wind:ASCE 7-05;100mph(3-second gust);TCDL=5.Opsf,BCDL=5.0psf;h=248;Cat.II;Exp C;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf--40.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)This truss has been checked for uniform snow load only,except as noted. 4)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 increacr plate sizes to account for these factors. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(n=1b)1=175,9=175. 7)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ���CH OF MgsC s •HN �u P' a ' Cr IL No.43029 AD Q RC � �� • • • O /STER � cS NG • This truss is to be fabricated per ANSI/TPI quality requirements.Plates shall be of size and type shown and centered at joints unless otherwise noted.This design is based upon parameters shown,and is f an individual building component to he installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer.Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.Building Designer accepts responsibility far the correctness or acwracy of the design CI information as it may relate to a specific building.Certification is valid only when truss is fabricated by a UM'.company.Bracing shown is for lateral support of suss mambas only and does not replace erection and permanent tracing.Refer to Building Component Safety information(SCSI)for general guidance regarding storage,delivery.erection and bracing available from SBCA and Truss Plate Institute. `ti sf BUILDING PLANNING FOR SINGLE-AND TWO-FAMILY DWELLINGS 5311.2.1 Attachment. Required exterior exit balconies. 2. Doors providing access to bathrooms in exist- stairs and similar exit facilities shall be positively anchored ing buildings are permitted to be 24 inches to the primary structure to resist both vertical and lateral (610 nun)in nominal width. lore,.S iich attachment shall not be accomplished by use of 5311.4.3 Landings at doors.There shall be a floor or land- toenails or nails subject to withdrawal. ing on each side of each exterior door. 5311.2.2 Lander stair protection. Enclosed accessible space under stairs shall have walls.under stair surface and Exceptions: any soffits protected on the enclosed side with'/2-inch(12.7 1. Where a stairway of two or fewer risers is located mint gypsum board. on the exterior side of a door, other than the 531 L3 Hallways.The minimum width of a hallway shall be required exit door,a landing is not required for the not less than 3 feet(91 M mm). exterior side of the door. The floor or landing at the exit door required by 5311.4 Dooms. Section 5311.4.1 shall not be more than 1.5 inches 5311.4.1 Exit doors required. Egress from all dwelling (38 01111) lower than the top of the threshold.The units shall be by means of two exit doors,remote as possi- floor or landing at exterior doors other than the exit bie front each other and leading directly to grade. Such door required by Section 5311.4.1 shall not be doors shall be provided at the normal level of entry/exit.In required to comply with this requirement but shall addition,all other floors within a dwelling unit shall have have a rise no greater than that permitted in Section at least one means by which a continuous and Irrrob- 531 1.5.3. structed path leads to the exit doors.Such continuous and 2. The landing. at an exterior doorway shall not be unobstructed paths shall be by means of stairways,coal- more than 73/, inches (196 mm) below the top of dots, hallways or combinations thereof the threshold, provided the door, other than an exterior storm or screen door does not swing over Except :iii split-level and raised ranch style layouts, the landin a. the two separate exit doors required by this section are permitted to he located on different levels. The width of each landing shall not be less than the door served. Every landing shall have a mini- 5311.4.2 Exit door types and sizes. The minimum nominal mum dimension of 36 inches(914 mm)measured width of at least one of the exit doors required by Section in the direction of travel. 5311.4 shall not be less than 36 inches(914 nun)in width and the nrinirnum nominal height shall be 6 feet,8 inches 5311.4.4 Type of lock or latch. All egress doors shall be (2032 nun). The 36-inch (914 rnni) exit door shall be readily openable from the side from which egress is to be side-hinged..4//other required exit doors and doors lead- made without the use of a key or special knowledge or ing to orfrarn enclosed stairways,or to interior vestibules effort. snail abt be less than 32 inches(813 nun)in nominal width 5311.5 Stairways. or less than 6 feet, 8 inches(2032 nun)in nominal height and maybe of the sliding or side-hinged type. The 36-inch 5311.5.1 Width.Stairways shall not be less than 36 inches (914 non) required exit doorshallprovidefordirect access (914 mm) in clear width at all points above the permitted from the habitable portions of the dwelling to the exterior handrail height and below the required headroom height. wit/tot 1.N:tieing travel through a garage. The 32-inch Handrails shall not project more than 4.5 inches(114 mm) (813 min) secondary exit door may provide egress through on either side of the stairway and the minimum clear width an attached garage,provided that the attached garage is of the stairway at and below the handrail height,including also provided with a 32-inch (813 nun) exit door meeting treads and landings, shall not be less than 31.5 inches(787 the requirements of this section. Side-hinged swinging mm) where a handrail is installed on one side and 27 (698 doors provided to meet these requirements are permitted to mm)where handrails are provided on both sides. swing iiairfir d. Exception: The width of spiral stairways shall be in Other exterior doors, in excess of the two required exit accordance with Section 5311.5.8. rot , >blret'rerside-hinged or sliding-type doors,shall not 5311.5.2 Headroom.The minimum headroom in all parts be eq:uied to comply with these minimum dimensions' of the stairway shall not be less than 6 feet 6 inches (1981 Interior doors.All doors providing iding access to mm) measured vertically from the sloped plane adjoining habidthie idioms shall lrrlve ca ntinnnuna nominal width the tread nosing or from the floor surface of the landing or r ! 176.1i7c r,s(762 ;r'ii and a minimum nominal height platform. Of 6 feet, itch e s (198 1 trrrZZ). Exception:Minimum headroom nudes sloped ceiling Exceptions: in an existing building shall be maintained for a mini- mum width of 36 inches (914 mm)as measured from I. Doors 111'r?vifiiiig access to bathrooms are per- the side of the stair with the continuous handrail err aed to be 28 incites (711 'rtm) in nominal width. 5311.5.3 Stair treads and risers. o SEVENTH EDITION, MASSACHUSETTS BUILDING CODE FOR ONE-AND TWO-FAMILY DWELLINGS(780 CMR) RIGID BOARD ■TION 12 DOW STYROFOAM Styrofoam Brand Insulation-Rigid Foam :rdij r A 2'x 8'sheets except 1/4"&3/8" Ot!ilt inJ Materials 1/4" 1.0 R-Value 4'x 50' Fan Fold 507000050 $26.07/sq $52.14/bd 3/8" 1.5 R-Value 3/8" Fan Fold 507000080 31.81/sq 63.62/bd 1/2" 2.8 R-Value 20 pcs/bd 507000100 61.56/sq 9.85/pc 3/4"TG 3.8 R-Value 16 pcs/bd 507000200 75.81/sq 12.13/pc 1"TG 5.0 R-Value 12 pcs/bd 507000300 78.25/sq 12.52/pc 2"TG 10.0 R-Value 6 pcs/bd 507000400 156.44/sq 25.03/pc POLAR-WRAP UNDERLAYMENT Polar WeatherAll has been greatly improved with both the installer and homeowner in mind. -P 0 ,-' Installer benefits: Homeowner benefits: , • Lays absolutely flat • Breathes,allowing harmful water • Patterned grid system for cutting around vapor to escape the home -, windows,doors and along roof line • Makes home quieter PROFESSIONAL • Cuts easily;does not pill, even in the rain • Increased insulation value for energy savings Benefits for us all: No CFCS:Polar WeatherAll Housewrap contains no harmful chemicals.It does not"off gas"ozone depleting compounds. 4'x 24' sheets Fan Fold&Foil Faced EPS-Expanded Polystyrene WEATHERALL PRO 3/8" clear/metal 1.5 R-Value 2 sq/bd 507003200 $14.79/sq $29.57/bd 1/2" clear/metal 2.0 R-Value 2 sq/bd 507003300 19.72/sq 39.43/bd 3/4" clear/metal 3.0 R-Value 1 sq/bd 507003400 12.68/sq 25.36/bd 1" clear/metal 3.9 R-Value 1 sq/bd 507003500 31.79/sq 31.79/bd 3/8" metal/metal 1.6 R-Value 2 sq/bd 507001100 17.45/sq 34.89/bd 3/4" metal/metal 2.1 R-Value 1 sq/bd 507001200 33.00/sq 33.00/bd INSULATING Rigid Polyiso Foam Board SHEATHING 4' x 8'sheets Foil-Kraft-Foil 1/2" 3.3 R-Value 45 pcs/unit 507004500 $48.44/sq $15.50/pc 3/4" 5.0 R-Value 31 pcs/unit 507004600 61.28/sq 19.61/pc 1" 6.5 R-Value 23 pcs/unit 507004700 75.13/sq 24.04/pc 2" 12.8 R-Value 11 pcs/unit 507004800 125.44/sq 40.14/pc FOAMED POLYSTYRENE 3/8"x 2'x 4' 1.5 R-Value 2 sq/bd 507001800 $14.65/sq $29.29/bd 1/2"x 2'x 4' 2.0 R-Value 2 sq/bd 507002011 20.00/sq 40.00/bd 8"Backer Board 3/8" 1.5 R-Value 2 sq/bd 507002000 14.65/sq 29.29/bd �'--! 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IF. 1;, . — .‘".. ..I LI.. 1 1.1.: 1 ,,t i%1.■460 ric, , kligIll 1 , N ■-.1J ,....,,- -te Page 1 of 1 SWSON www.strongtie.com Steel Strong-Wall®Shearwall Working with specifiers,builders and contractors has given Simpson Strong-Tie insight into the needs of the various players in the design and construction process.This insight has enabled Simpson to design a composite shearwall that features some of the highest allowable loads in the industry while offering the easiest and fastest installation: The Steel Strong-Wall. • Code Listed:Simpson Strong-Tie Steel Strong-Wall shearwalls are code-listed to the 2009 IRC/IBC(see ICC-ES ESR- 1679)and conform to ICC-ES Acceptance Criteria(AC322).Please read more about the Steel Strong-Wall under the new code. • Stronger Wall:Load values between two and three times higher than the original Wood Strong-Wall® • Less Labor=Increased Production:Fewer anchor bolts and fasteners coupled with easy access to the top and bottom of the wall result in more efficient installation oril I Easier for All Trades:An easy-to-use anchor-bolt template for concrete contractors,pre-attached wood studs and + predrilled holes where electricians need them for wiring I • Support and Service:Simpson Strong-Tie provides the best engineering technical support and experienced field representation available w q 11i Applications Technical Information a 11 • Standard Application on Concrete Foundations • Literature&Code Reports I= • Garage Portal System • Structural Details I • 1st Story Wood Floor Systems • UPDATED:Strong-Wall " • Balloon Framing on Concrete Foundations Selector Software t? • Two-Story Stacked on Concrete Foundations • Cumulative Overturning d is. _'iid • Cold-Formed Steel on Concrete Foundations • Repairs .0 td1 • NEW:Cold-Formed Steel 1st-Story Floor Systems • Installation Training Kit • NEW Cold-Formed Steel Two-Story Stacked on Concrete Foundations t _ • Anchorage Solutions s 1 • Anchor Bolt Templates Printed July 23,2013 from httpl/www.strongtie.corn/products/strongwalVsteel-strongwalUndex.asp ©2013 Simpson Strong-Tie Company Inc. 7/23/2013 Page 1 of 1 SI MPSON www.strongtie.com Wood Strong-Walle Shearwall The Wood Strong-Wall®shearwall can be installed around window and door openings,on garage wing walls, interior walls or any other locations where increased lateral resistance is required.Wood Strong-Wall®panels can reduce the amount of wall space required for shearwalls,allowing for more windows and doors in house designs. . Simpson Strong-Tie®Wood Strong-Wall®shearwalls are code-listed under the 2009 IRC,IBC(ICC-ES ESR-1267)and conform to the latest ICC-ES Acceptance Criteria(AC130). - • Prefabricated:The high-strength wall comes with the sheathing and holdowns pre-attached.Additional installation �3 's hardware is included. • Easy To Install:Reusable templates locate the required holdown and mudsill anchor bolts accurately in the foundation. The walls are then placed over the anchor bolts followed by a simple top and bottom plate attachment. sib; • Installation Guide:Detailed instructions attached to every wall. • State-of-the-Art Testing:Third-party documentation of our cyclic testing verifies high design loads. �� .: :, - , Quality quality-controlled manufacturing inspection problems commonly faced with site- tit �.�„,,,;�a�, ��[[ ; Qual' Assurance:No-Equal ual' -convolled manufacturin reduces ins built shearwalls. • Support representation and Serto asvice:sist Simpson you. Strong-Tie provides the best enoineerina technical Support and experienced field w ,. � s Applications Technical Information • Standard Wall on Concrete Foundations • Literature&Code Reports • Garage Portal Systems on Concrete Foundations • Structural Details e r • Raised-Floor Walls(1 and 2 Story) • UPDATED:Strono-Wall iii s Anchorage Solutions Selector Software .-. '- • SSTB Anchor Bolts • Reoairs '.a, '! • Anchor Bolt Templates k Printed July 23,2013 from http://www.strongt ie.com/produc is/strongwalVwood-strongwalV 02013 Simpson Strong-Tie Company Inc. 7/23/2013 Page 3 of 3 Garage Portal Wall Product Data: .top Number of Mudsill Holdown Model W H T Fasteners Anchors' Anchor Bolts No. (in) (in) j (in) in Top of Wall Qty. Dia. Qty. Model SW16x7x1 16 78 4 8-SOS'-:x6 2 2 S\ AB'e SW16x7x.6 16 78 5'3 8-SOS x6 2 2 SWAB', SWl6x8x4 16 90 4 8-SOS 1a x6 2 `ii; : 2 SWAB'.0 SW16x8x6 16 90 5'.a 8-SOS'4 x6' 2 2 SWAB'::: SW22x7x4 22 78 4 10-SOS',x6 2 2 SV1AB': SV,22x7x6 22 7S 5', 10-SOS x6' 2 'R 2 SWAB', SW22x8x4 22 90 4 10-SOS'',"x6' 2 2 SWAB SW22.8xG 22 90 5'a 10-SOS's•x6 2 2 SWAB?e 1. Recommended minimum 5/8"x12'mudsill anchor. Product Information: .top Naming Scheme: SW 1-76—x7x4 Wand SI:uro7-w:,nSt I — — ll' H I�Y.tll tni li,iikr?ss N�mtnal Iin_I Height Load Tables: .top • 2006113Q Allowable Shear&Drift Values; and Multi-Ply Headers for Garage Portal Walls-Allowable Load Per Portal Wall(POF) • Allowable Vertical and Out-of-Plane Loads for Strong-Wall Panels(Pon Codes: .top • ICC-ES ESR-1267(POF)Revised 10/1110 • City of L.A.RR 25427(POE) • State of Florida FL11177(PDF) Catalog Page: .top C-SW09(Strong-Wall Shearwallsl,pages 41-43(Pon Order free catalogs by mail Printed July 23,2013 from httpl/www.strongtie.com/product s/strongwalVwood-strongwaltgarage-portal.asp C 2013 Simpson Strong-Tie Company Inc. 7/21/7011 Page 2 of 3 Details: .top Detail 1—Single-and Double-Wall Garage Portal Sni-Ti.-I r., V q h=.t;r, t:i h Li°;i9OEr ;l {" I r li"I r l Nell LSTn i --li i ;' nml I tl IlE 6n yr t'I `'t'I .1 Hr r :l. I TTT t 2 ,l II,t u Ir, I -'— mo ._._ '1 ■ , f 1st 1 N d+�r qI gr,.r Jr I • ■ i } 1. Beam to support post and support post to foundation uplift connectors may be reduced where justified by calculations. 2. This detail reflects lateral load requirements of a Single-and Double-Wall Portal system.It is the Designer's responsibility to provide a complete load path for all loads in accordance with the governing codes. 3. System rating equals the sum of the Single-and Double-Wall Portal values. 4. Alternate Installation:A single-piece header(no camber)may be substituted for the two headers shown.The design rating for this condition may then be evaluated as the sum of the individual single-wall ratings. 5. Longer header spans can be accommodated if larger headers are used such that equivalent stiffness is equal to or greater than that provided by the minimum header and maximum length indicated. 6. Simpson Strong-Tie®LTP4 and LSTA24(by Designer)are minimum requirements to achieve the allowable loads.. Detail 2—Single-Wall Garage Portal H-.tltr,:i ,I"latch t i 'nz. n h:ri s...13 •111 ;11;, `on: v• =l LSTA24 r',u. b-.-::!fu fir z. STEW all - _- 8 1,n 16-4 1,5+•: .... _.s ._t lx:f,.ut j ! 5.11 : G o M H Curb h!_„n n°n. I .i ;mot sh G'„ d; n!al clt/; 1. Beam to support post and support post to foundation uplift connectors may be reduced where justified by calculations. 2. This detail reflects lateral load requirements of a Single-Wall Portal system.It is the Designer's responsibility to provide a complete load path for all loads in accordance with the governing codes. 3. Longer header spans can be accommodated if larger headers are used such that equivalent stiffness is equal to or greater than that provided by the minimum header and maximum length indicated. 4. Simpson Strong-Tie®STHD10 and(.STA24(by Designer)are minimum requirements to achieve the allowable loads. 7/23/2013 Page 1 of 3 SPAPSON www.strongtie.com Wood Strong-Wall®: Garage Portal Systems on Concrete Foundations Garage Portal systems provide increased lateral resistance over site-built shearwalls in locations where space is at a premium.Portal walls shall be installed with a minimum 12'nominal deep header for adequate shear nailing.Because the Jump to: portal walls and header are tested as a system,the resulting portal frame offers superior engineered performance over site- Product Details built walls. Product Data Product Information See installation information. Load Tables Codes Catalog Page Also see: Installation Information W ' �♦ Is:o-4':I i ne,tlers l`l(; - �.� • J�JSUEI '. ---A NOTE FOR ... GARAGE • . PORTAL WALLS: Cripple walls over • t�!++�!w f- the garage header iW by Designer H StPANG-vau. srtsnv ut .- • H jl_, • \v� I ' - Foundation Design - (size and reinforcement) -.-. - . by Designer 7/23/2013 Cii, 2009 IECC Energy Efficiency Certificate Insulation Rating R-Value Wall 19.00 Floor 0.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 Door 0.30 Heating &Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments: 2009 IECC Final Inspection Provisions Plans Verified Field Verified Complies? Comments/Assumptions Value Value 401.3 Compliance certificate posted. ❑Complies [F17]2 ❑Does Not Comply ❑Not Observable ONot Applicable 303.3 Manufacturer manuals for mechanical ❑Complies [F118]3 and water heating equipment have Does Not Comply been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: connie fender Report date: 07/14/13 Data filename: Untitled.rck Page 7 of 7 2009 1ECC Final Inspection Provisions Plans Verified Field Verified Complies? Comments/Assumptions Value Value 402.1.1, Ceiling insulation R-value.Where>R- R- R- DComplies See the Envelope Assemblies table for 402.2.1, 30 is required,R-30 can be used if j Wood 0 Wood ❑Does Not Comply values. 402.2.2 insulation is not compressed at eaves. fl Steel 0 Steel ❑Not Observable [FI1]' R-30 may be used for 500 ft2 or 20% i , (whichever is less)where sufficient ['Not Applicable space is not available. 303.1.1.1, Ceiling insulation installed per DComplies 303.2 manufacturer's instructions.Blown ❑Does Not Comply [F12]' insulation marked every 300 ft2. ❑Not Observable ty ❑Not Applicable 402.2.3 Attic access hatch and door insulation R- R- DComplies [F13]1 R-value of the adjacent assembly. ❑Does Not Comply 1_0, ❑Not Observable _ ['Not Applicable 402.4.2, Building envelope tightness verified ACH 50= ACH 50= ❑Complies 402.4.2.1 by blower door test result of<7 ACH ❑Does Not Comply [F117]1 at 50 Pa.This requirement may inspection, ['Not Observable instead be met via visual ins p ❑Not Applicable in which case verification may need to occur during Insulation Inspection. 402.4.3 Wood-burning fireplaces have DComplies [FI8]2 gasketed doors and outdoor ❑Does Not Comply i combustion air. ['Not Observable ❑Not Applicable 403.2.2 Post construction duct tightness test cfm cfm DComplies [F1411 result of 8 cfm to outdoors,or 12 cfm ❑Does Not Comply across systems.Or,rough-in test ❑Not Observable result of 6 cfm across systems or 4 [Not Applicable cfm without air handler.Rough-in test verification may need to occur during Framing Inspection. 403.1.1 Programmable thermostats installed DComplies [F1912 on forced air furnaces. ODoes Not Comply *,;, ['Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed on DComplies [F110]2 heat pumps. ❑Does Not Comply ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water systems DComplies [F111f have automatic or accessible manual ❑Does Not Comply controls. ['Not Observable ['Not Applicable 403.9.1 Readily accessible switch on heaters DComplies [FI12]3 for swimming pools. ❑Does Not Comply ONot Observable ['Not Applicable 403.9.2 Timer switches on pool heaters and DComplies [F119]3 pumps are present. ❑Does Not Comply _,; [Not Observable ['Not Applicable 403.9.3 Heated swimming pools have a cover. DComplies [FI20]3 Covers on pools heated over 90°F ❑Does Not Comply are insulated to R-12. ['Not Observable ['Not Applicable 404.1 50%of lamps in permanent fixtures DComplies [FI6]1 are high efficacy lamps. ❑Does Not Comply t ['Not Observable It ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: connie fender Report date: 07/14/13 Data filename: Untitled.rck Page 6 of 7 2009 IECC Insulation Inspection Plans Verified Field Verified Complies? Comments/Assumptions Value Value 303.1 All installed insulation is labeled or the ❑Complies [IN13]2 installed R-values provided. ElDoes Not Comply ,) ['Not Observable plot Applicable 402.1.1, Wall insulation R-value.If this is a R- R- ❑Complies See the Envelope Assemblies table for 402.2.4, mass wall with at least'/2 of the wall El wood ❑ Wood ❑Does Not Comply values. 402.2.5 insulation on the wall exterior,the ❑ Mass ❑ Mass ❑Not Observable [IN3]' exterior insulation requirement V, applies. ❑ Steel ❑ Steel [Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. El Does Not Comply ,,: ❑Not Observable ❑Not Applicable 402.2.11 Sunroom wall insulation has a R- R- ❑Complies [1N8]' minimum R-value of R-13.New walls ❑Does Not Comply �, separating the sunroom from ❑Not Observable conditioned space must meet code ❑Not Applicable requirements. 303.2 Sunroom wall insulation installed per El Complies [IN9]' manufacturer's Instructions. ❑Does Not Comply V, ❑Not Observable ['Not Applicable 402.2.11 Sunroom ceiling minimum insulation R- R- ❑Complies [IN10]' R-value of R-19 in Climate Zones 1-4, El Does Not Comply and R-24 in Climate Zones 5-8. ['Not Observable ['Not Applicable 303.2 Sunroom ceiling insulation is installed ❑Complies [IN1111 per manufacturer's instructions. ❑Does Not Comply ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: connie fender Report date: 07/14/13 Data filename: Untitled.rck Page 5 of 7 2009 IECC Framing/Rough-In Inspection Plans Verified Field Verified Complies? Comments/Assumptions Value Value 402.1.1, Glazing U-factor(area-weighted U- U- DComplies See the Envelope Assemblies table for 402.3.1, average). ❑Does Not Comply values. 402.3.3, [Not Observable 402.5 ['Not Applicable [FR2)1 to 303.1.3 U-factors of fenestration products are DComplies [FR4)1 determined in accordance with the ❑Does Not Comply * NFRC test procedure or taken from ❑Not Observable the default table. ['Not Applicable 402.3.5 Sunrooms enclosing conditioned U- U- DComplies [FR8J1 space have a maximum fenestration ❑Does Not Comply U-factor of 0.50 in Climate Zones 4-8. ['Not Observable New glazing separating the sunroom Not Applicable from conditioned space must meet ❑ APp code requirements. 402.3.5 Sunrooms enclosing conditioned U- U- DComplies [FR9]1 space have a maximum skylight U- ❑Does Not Comply factor of 0.75 in Climate Zones 4-8. ❑Not Observable ❑Not Applicable 402.4.4 Fenestration that is not site built is DComplies [FR20)1 listed and labeled as meeting ❑Does Not Comply AAMA/WDMA/CSA 101/I.S.2/A440 or [Not Observable has infiltration rates per NFRC 400 ❑Not Applicable that do not exceed code limits. 402.4.5 IC-rated recessed lighting fixtures DComplies [FR16)2 sealed at housing/interior finish and ❑Does Not Comply #i labeled to indicate 2.0 cfm leakage at ❑Not Observable 75 Pa. ❑Not Applicable 403.2.1 Supply ducts in attics are insulated to R- R- DComplies [FR1211 R-8.All other ducts in unconditioned R- R- ❑Does Not Comply spaces or outside the building ❑Not Observable envelope are insulated to R-6. ONot Applicable 403.2.2 All joints and seams of air ducts,air DComplies [FR13]l handlers,filter boxes,and building ODoes Not Comply cavities used as return ducts are ❑Not Observable sealed. [Not Applicable 403.2.3 Building cavities are not used for DComplies [FR15]3 supply ducts. ❑Does Not Comply +_ ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids above R- R- DComplies [FR17]2 105°F or chilled fluids below 55°F ❑Does Not Comply are insulated to R-3. ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water pipes are R- R- DComplies [FR18]2 insulated to R-2. ❑Does Not Comply ❑Not Observable [Not Applicable 403.5 Automatic or gravity dampers are DComplies [FR19]2 installed on all outdoor air intakes and ❑Does Not Comply exhausts. DNot Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: connie fender Report date: 07/14/13 Data filename: Untitled.rck Page 4 of 7 2009 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ❑Complies [FO1112 protect exposed exterior insulation ❑Does Not Comply and extends a minimum of 6 in.below ❑Not Observable grade. ❑Not Applicable 403.8 Snow-and ice-melting system ❑Complies [FO12]2 controls installed. ❑Does Not Comply ONot Observable [Not Applicable Additional Comments/Assumptions: F1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: connie fender Report date: 07/14/13 Data filename: Untitled.rck Page 3 of 7 0 REScheck Software Version 4.4.4 Inspection Checklist Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen.For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. 2009 IECC Pre-Inspection/Plan Review Plans Verified Field Verified Complies? Comments/Assumptions Value Value 103.2 Construction drawings and ❑Complies [PR1]1 documentation demonstrate energy ❑Does Not Comply code compliance for the building ❑Not Observable envelope. ['Not Applicable 103.2, Construction drawings and ❑Complies 403.7 documentation demonstrate energy ❑Does Not Comply [PR311 code compliance for lighting and ❑Not Observable ti mechanical systems.Systems serving [Not Applicable multiple dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating: Heating: DComplies [PR2]2 sized per ACCA Manual S based on Btu/hr Btu/hr ❑Does Not Comply loads per ACCA Manual J or other Cooling: Cooling: ❑Not Observable approved methods. Btu/hr Btu/hr ['Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: connie fender Report date: 07/14/13 Data filename: Untitled.rck Page 2 of 7 0 REScheck Software Version 4.4.4 Compliance Certificate Project Title: connie fender Energy Code: 2009 IECC Location: Chicopee,Massachusetts Construction Type: Single Family Project Type: Addition Conditioned Floor Area: 0 ft2 Heating Degree Days: 5754 Climate Zone: 5 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: 41 woodbine ave northampton,MA Compliance: Passes using UA trade-off Compliance: 7.6%Better Than Code Maximum UA: 66 Your UA:61 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Cavity Cont. Glazing Assembly Area or or Door UA Perimeter R-Value R-Value U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 297 38.0 0.0 9 Wall 1:Wood Frame,16"o.c. 444 19.0 0.0 20 Window 1:Vinyl Frame:Double Pane with Low-E 48 0.300 14 SHGC:0.00 Door 1:Glass 20 0.300 6 SHGC:0.00 Door 2:Glass 40 0.300 12 SHGC:0.00 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 2009 IECC requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: connie fender Report date: 07/14/13 Data filename: Untitled.rck Page 1 of 7 4- 0 4' F ix u ' `t" - L.. r dGAIe __Wolf / 5-.L-` 1 IOiJ 1511 0o , A-8 K(' ae 30 0 s''e? • tP III 14006S iNE AVE ,3(, ,�c, .�, .\S 41. SRL of o 3? 4,0 t� • '}' Gu F �. 04 mi ' Ni;.). Qt let ci .ek. -1A1.5 .0.9 - c — I do''' a� 1 I` • Ar", - l53 00 / f a?' N.it X37 3 2 Qoot I'ir n AY t^~, I iVoeftm prollXvA, RIP POWIRIIII i -%j � 'iJ (/ /.I•l MIIMIll Paul L Lede r, Promdent Leclerc mothers- Baader 11 ' PRo 1 ostD 4 Db -ric o C016, i*, 45 Worthington Street EVI NG- 8 LDGs.z A5-66 70 Chicopee, MA (413)532-3992 CELL 'Y:3 3 rd)a) WooDBiW5 9VE IAN = 88d3" 4 I The Commonwealth of Massachusetts Department of Industrial Accidents y,= "art k{;-. Office of Investigations I�`" ` 600 Washington Street ',1:,_ Boston,MA 02111 ,,,,.--i,-,1, www.rnass.govidia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): L> -C.- 71 •.05. . --1.1C • Address: 146 )O - I N&O f`3 S i City/State/Zip: 0A-11 CA pet M Pr 0 1020 Phone#: 1-1-1 5 -a l t$' Are you an employer?Check the appropriate boa: Type of project(required): 1.EA I am a employer with 1j 4. 0 I am a general contractor and I 6_ Q New construction employees(full and/or part-time).* have hired the sub-contractors 2.Q I am a sole proprietor or partner- listed on the attached sheet t 7- Q Remodeling ship and have no employees These sub-contractors have 8_ 0 olition working for me in any capacity. workers' comp.insurance. 9. aituilding addition [No workers'comp.insurance 5. 0 We are a corporation and its 10.0 Electrical repairs or additions required.] officers have exercised their 3.0 I am a homeowner doing all work right of exemption per MGL ILO Plumbing repairs or additions myself.[No workers'comp_ c. 152,§1(4),and we have no 12.0 Roof repairs insurance required]t employees.[No workers' 13.0 Other comp.insurance required.] *Any applicant that checks box fl l must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they am doing all work and that hire ordside contractors must submit a new affidavit indicating suck Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their wakens'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. PIT-12(1.1a Insurance Company Name: 1 o sor&n — &az Of) Policy#or Self-ins.Lic.#: Ch D D 1 G COO g Expiration Date:. 6— P — 15' Job Site Address:. I/ WO e d (Bt.v,A at. A5M A �� City/State/Zp: A ,d,//�,0„,,,!L.:ii )6604 Attach a copy of the workers'compensation policy declarati page(showing the policy number and 1, 'ration date). Failure to secure 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 fine 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 Investigations of the DIA for insurance coverage verification. I do hereby c- i"• ;. the pains and penalties of perjury that the information provided above is true and correct Si u atur-- /I e:D / S _ O Phone#: Y/3 34T 320--] Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: tk- SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: 7� V 1-. L . LE Lt-R.Ci License Number 1/6-' 11)01. A i'dJ' TO-14 Si-. ch l'cn F /flit S s (910�o /6 e 2 Address / Expiration Date S-3 QQa t-cart-`'/J 31093>a/ 9/2/o20/3 Signature Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ Company Name Registration Number LEC-/.E Ld2)„, �—,L- /Oa£ ��- Addrels.� ,� Ot 0 gar 3.139'9_2_ Expiration Date l W� Il a lei T c41 Q,ilifelephoneV3 3 VP.g>4.l ya a0 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 Lt No ❑ 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-year 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 SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition 1/ Replacement Windows Alteration(s) ED Roofing I i Or Doors 0 Accessory Bldg. ❑ Demolition El New Signs [D] Decks [C] Siding[0] Other[D] Brief Description of Proposed CDN.sTqo�r d-fi Ot 4 A'X 30" c2vd 7�ID c,ie - Al A sl E4L 84 4q4 - .S7441 Work: IA)et-1.1 — A.►0 I'A)i f?mrl„AL — rd t__ Alteration of existing bedroom Yes l,--No Adding new bedroom V'Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a.If New house and or addition to existing housing, complete the following: a. Use of building :One Family Two Family Other b. Number of rooms in each family unit: L Number of Bathrooms °Z c. Is there a garage attached? yE 5 d. Proposed Square footage of new construction. iPO..�4/( T. Dimensions / k' 36 e. Number of stories? °2- �/ f. Method of heating? 6-A $ Fireplaces or Woodstoves 6,A 5 Number of each i g. Energy Conservation Compliance. y S Masscheck Energy Compliance form attached? 7£5 h. Type of construction (N DOdaQ--- 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 GA kh f E c &I/ �}~- y)c t&'h;el L..0. a, A GO/9E ',e4 OLE k. Will building conform to the Building and Zoning regulations? ` ///Yes (/ No. I. Septic Tank City Sewer Private well City water Supply 1.--- SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, COA)a' E AJ le_ , as Owner of the subject property / / / �r °� hereby authorize ('L_l„ , L& LE-�e PI ""� � '" �S ' �G to act on my behalf,in all matters relative to work authorized by this building permit application. --0 /7 c10/3 Signature of Owner Date I, rit;L_ . (n L_£g p,..., ./_ X,C_.- LE P-C__ P-O" '_L v c ,as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Si ned under the pains and penalties of perjury. A I)li. A , L L ElZc- Print Name e -/ -07;7 12 -0)0/ 3 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 v�pU Lot Size Frontage ‘c5—.�y Setbacks Front /Of::6 " Side L: /0 R: G L: R: Rear !f ' Building Height eV- Bldg. Square Footage /113,2• ,Q f % Open Space Footage % (Lot area minus bldg&paved 7o p p parking) #of Parking Spaces 6 Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW Q YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO Q DONT KNOW Q YES V IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO 0.----DONT KNOW Q YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Q Obtained Q , Date Issued: C. Do any signs exist on the property? YES Q NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES Q NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES Q NO Q-°— IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only City of Northampton Status of Permit: E EIVED Building Department Curb Cut/Driveway Permit M 212 Main Street Sewer/Septic Availability Room 100 Water/Well Availability +� t ' 2013 MA01060 Two Sets of Structural Plans � Northampton, ___—__phone_413-687-1240 Fax 413-587-1272 Plot/Site Plans DEPT.OF FU CTIONB 1 T i;,��!rON n t{a 050 Other Specify APPLICATION 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 I 1 WOde/,0� v,E. Map Lot Unit 0/614^ fT0/1)/ /)A S$ Zone Overlay District , Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Co, v L-7 iv c ,,51? 8 )& LDP. AI jc/4,1)aiiiik�Nit• D/DJ9 Name(Print) Current Mailing Address: �, yam,.- yl 3 - 5-4 3 - It,Po ,Ti' a� �r,��. Telephone Signature 2.2 Authorized Agent: Moo h „/t - °- -1-AC. , //�� Vol. 4_ LLE,�t= 5S)1)1 4`%0 476.0 st. dicIPE-IiIss.Olo.o0 Name(Print) Current Mailing Address: / f/3s,30/-3gQd— W3 •3`L •3,a I Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building ��/�p•d O (a)Building Permit Fee 2. Electrical 0/S`0D®•dp (b)Estimated Total Cost of Construction from(6) 3. Plumbing `dap`61-6°-e• ep Building Permit Fee 4. Mechanical(HVAC) P/c2/0 OD. u� 5.Fire Protection 8/ o 66 •d-a 6. Total=(1 +2+3+4+5) r/02 DI ODD.d #Mii.- o Check Number � This Section For Official Use Only Date Building Permit Number:, Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2014-0032 APPLICANT/CONTACT PERSON LECLERC BROTHERS ADDRESS/PHONE 45 Worthington St CHICOPEE (413)532-3992 0 PROPERTY LOCATION 41 WOODBINE AVE MAP 25A PARCEL 153 001 ZONE URB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out *01 Fee Paid Typeof Construction: CONSTRUCT 16 X 30 2ND FLR(MSTR BATH,STAIRWAY,LIV RM,PORCH)TO 41 WOODBINE New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 17687 3 sets of Plans/Plot Plan THE FOL ING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION 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 em liti Delay 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 Office of Planning&Development for more information. 41 WOODBINE AVE BP-2014-0032 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 25A- 153 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:ADDITION BUILDING PERMIT Permit# BP-2014-0032 Project# JS-2013-001686 Est.Cost: $120000.00 Fee: $144.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: LECLERC BROTHERS 17687 Lot Size(sq.ft.): 4878.72 Owner: HAIGLER JUDY&CONSTANCE L FENDER Zoning:URB(100)/ Applicant: LECLERC BROTHERS AT: 41 WOODBINE AVE Applicant Address: Phone: Insurance: 45 Worthington St (413) 532-3992 () Workers Compensation CHICOPEEMA01020 ISSUED ON:7/26/2013 0:00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT 16 X 30 2ND FLR (MSTR BATH, STAIRWAY,LIV RM,PORCH) TO 41 WOODBINE 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 7/26/2013 0:00:00 $144.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner