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Home My WebLink About0109 FOURTH AVENUE (HYANNIS) J man �30 ��Isy i i I j PROJECT NAME: P?rr� bLe_SF�, I ADDRESS: - �. �f0 to-` 4 PkRNIIT# 9 ` PERNUT DATE: f C LARGE PLANS ARE FILED IN: BANKERS BOX j 'I FILED ALPHABETICALY BY STREET 4 . INFORMATION SHEET FILED IN STREET FILE j I " i I I i I i I q/wpfiles/forms/archiveBANKERSBOX I . PROJECT P NAME: 11 ADDRESS: l PERMIT# O PERMIT DATE: p M/P: o i LARGE PLANS ARE FILED IN: BANKERS BOX i FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE j - 1 i I q/wpfiles/forms/archive/BANKERSBOX P , TOWN OF BARNSTABLE.BUILDING PERMIT APPLICATION Map Parcel Application # �o L1�`� Health Division Date Issued! Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved.by Planning Board Historic- OKH Preservation/ Hyannis Project Street Address (A Village ( ST A141t r, Owner 1!l�r T C�`T Ik l C t j�/d Address i1 m C �B n 0.9e r� _Telephone S 9 °r ( ' G 3 & 1 Permit Request 0 1 td tl o,<-) 144 r\ 400jc , %Z ft&ea,,4%t 17 Al s T (ly4l�r-v� Square feet: 1 st floor: existing proposed �O 2nd floor: existing proposed _Total new rb Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size i ?' Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family- 0"' Two Family ❑ Multi-Family (# units) Age of Existing Structure 00 Historic House: ❑Yes ❑kIQo On Old King's Highway: ❑Yes Zqo Basement Type: Z'Full ❑Crawl WINalkout ❑ Other Basement Finished Area(sq.ft.) C7 Basement Unfinished Area (sq.ft) Number of Baths: Full: existing Z- new Half: existing new Number of Bedrooms: L/ existing —new Total Room Count (not including baths): existing Cnew First Floor Room Count `L Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: 0"Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing , ❑ new size—Pool: ❑ existing ❑ new size - Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size — Other: __1 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ r C, Commercial ❑Yes Ur'�o If yes, site plan review# -0 Current Use Proposed Use ass � APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name `i �°1s} �' LC, Telephone Number J C, Address 7 N f�N 5r 1.4ti�' License # Ci &4 P iJ u•R Home Improvement Contractor# ^� Worker's Compensation # ALL CONSTRUCTION DEBRIS DESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE ,k t k FOR-OFFICIAL USE ONLY ' APPLICATION# r - • DATE ISSUED MAP/PARCELNO. 4 r ADDRESS VILLAGE OWNER DATE OF INSPECTION: L)f NDATJON�I)Aff W+J! �r,r ;5 FRAME __INSULATION_ t � • FIREPLACE ELECTRICAL: ROUGH FINAL E PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ti ASSOCIATION.PLAN NO. The eommomstealth of Massachusetts Massachusetts . leiDepaftnent ofbdustrial Accidents Office o,f I stiga#iony 600 Washington Street Boston,,MA 0211I wmv.mas&gmldia Workers' CompensatictnInsurance.4Lffidavit:Builders/Contractors/E ectri.ciansINumhers Applicant Infarmation / Please Print Ls?,ibly Name omine Oranizatimudiviw: 4A l a 5z —S, Address-. ��- P1'K-1 V f City/StatE/Z : Phone Are you an employer?Check the appropriate box: Tate of project(regaired): ` I_❑ I im a employer with' 4. O�a general contractor and 1. 6_ 9-5'ew oomstraction employees(full andlorpa t4ime).* havehimdthe sub-contractors. 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7- 2'1t�modeling ship and have no employees These sub-oontractors have S_ ❑Demolition wotiong for me in any capacity. employees and have workers' 9. Q uilding addition ' [No workers' comp.insurance comp.insurance.$ required] 5. ❑ We are a corporation and its 10.F1 Electrical repairs or additions 3.❑ I am a homeommer doing all work officers ha-.e e$ercised their I1.❑Plumbing repairs or additions my-df [No workers'camp- right of eizemption per MGL 12.0 Itnofrepai s insuranceregmired.]F c.152,§1(4),and weha,%mno employees-[No workers' 13..❑Other comp.insurance required.] *Any apphc=flat checks boa-#1 mast also fill out tfte section below shaving Heir workers'coarpeasafion polite information Snmeowners�rfro submit tlis affidavit in eating tley are dairy all tirrnk sad 8ren hire rnutside contracrors mmst submit anew affidavit mfricntm snrh F-Cantrwtors that check this box must attached an additional sheet shoring the name Of the SUb-ors and state Whether nrnot those Mdries have erapluyvees. IMP snir-contractors have emplgyees,they n=provide their warkers'comp.policy number. Iam art employer that is prmddthg tt�orkers'cotttgensafion insurance far my employees. Betoty is Ste palicp and job site infot xtatiom Insurance Company Name: Policy 9 or Self-ins.Ile-t Expiration Date: Job Site Address: CitivStatelzip: A#ach a copy of the workers'comp ems ation policy declaration page(showing the policy number anal erpu-ation date). Failure to secure coverage as required under Section.25A of MGL c. 152 can lead to the imposition of rrirrrinal penalties of a fine up to$1,500.Od and/or one-year imprison,as well as civil penalties in the.form of a STOP STORK ORDER and a E of up to$250-00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification- I do here certify under th prrirrs andponaliias ofpe ury that the information provided abot a is tins and.correct Si tore:kk Date: Phone 9: QjE aI use only. Do not writo in this area,to big completed by city or town officiat City or Town: Perrmt/License Issuing Authority(circle one): 1.Board of He:Ith 2.Binding Department 3.CityTrown Cleric 4.Electrical Inspector 5.P'lumbmg Inspector 6.Other Contact Person: Phone#_ 6 Information and Instructions v n. Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. P'ursuantto this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other Iegal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,-or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(-5)also states that"every state or IocaI licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct bnildiiigs in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their cert:Ecate(s)of insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships(LLP)w-ithno employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required_ Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage.' Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permitllicense number which,r,W be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents office of k wstigafiwts 600 washingtaa Street Boston,MA 02111 Tel#617-727-4900 W 406 or 1-$77-I IASSAFE Revised 4-2¢07 Fax# 617-727-7749 www.mas,&gov/dia LWSl lIs MUM HUS APMMOWULT UK WINAWWCLT /MAWXi,tA$Adw UK w pw ))1t J JU Jm MAW. TMS COMWAM OF WWJMXW 000 NOT COM9flRif1't A t10WN& m- THE momom� A f tATW OR,PIDDl=,AND TMS It7E ffOLo t IN9t b endorsed. E SiBROGATM IS WANM is f-PON—OHMMMOLAckboWeaOft Omi1domcMcordsrrWfttotM oefdRede holder In Eetr ofsuch Pfmou 6t Como=gg� L&fflM Quinn QcouP Insurance AgenW, Inc- FROM (791)493-3248 tau-sue 223 Mmsachmsetts Ave- mr, Sasah8�3a as.00a aone� NAWIi Arlington NA 02474 vmimqmAAe1ectAv9 of Soath .Carolina 19259 " - BOARD. ROBERT. RIECARGM S C: 1141 OM STMM ED , tIISIRiHtD: MA 02632 2052 CO%IEM MrS t2=15CATE Nl�1=3CW2898 I&PASM NIMBm TIM IS TO CERTIFY THAT THE POUCIM OF @WWWM UMW OMDW HAVE BEEN MUM TO THE 66SUREO NAM®ABOVE FOR THE POLICY PEP" WDICATM NOTWITHSTANOM ANY SIT,TE M OR(OWDflDal OF ANY CONTRACT OR OTMR 00(2JltlE f MH REWLCT TO W IM THE CITE MAY BE WSM OR MAY PMTAK THE DISURKNW AFFQMW BY THE PEES DESCPJM HEFM IS StMJ=TO ALL THE TEMA IXC IMONS AND CONDT MM OF SIM POUF LRAM SHOWN MAY HAVE OW i fMU@ BY PAS QA6Vl5. OR TMOF nm PaXTI MWER uwm lIA8f1rY BOMOCCIRIRI3CE i ancc�aLUAestiY i MW EW cm anon i r+�soNnLaADYarr�r s GENE ALASSFEWE s GENLA@.' W"YEUMAPKIIEPER Paooucrs-oOWVOPAG0 S POIA.Y PRo tAC i AUTOAMMEUABLM ANYAUiOALLMMD OSM� BY@t11RtY.(Psrpetsa» i AUTW AU= 8008.Y BQUW W O i 16tWAUTOS AV= $ - UNBREUAUM OC011tt EACHoomi i EXCMUM GJWiS4114OE AGGFdC,ME i Dm iiETi ams c i A WOFB(MCDOMM71011 3T OTH- AWIMPLOVEWLIABLITY YIN AW NIA ELOMACCMENT $ 500 000 f to 7993275 f"/2012 l2013 ELOfSFASE-EA i 500 000 GPEPA=W near EL -PENdf.1f uw s 500,00 DESCFSqMOFOPMMMIU=MMIVEHUMVAtmbACMIMAd=MdRSdW&IA 111wAmspmIs CERTMATE HOUM CANCEl1ATWN SHOOLD ANY OF THE ABOVE DESCRMW P=ICMS BE CANCELLED BEFORE THE EUMAUM DATE THBtWF, NOTICE ftL BE DEUVERBD IN Robert Belanger /ICCORDAiM WM THE POLICY PROVE 1141 Old Stage Road AUnID1iEDlitrATBfE Centerville, Nk 02632 AO=2S(MW% 019M2010 ACM CORPMMOX AD reserved. H�SO15 Re+ T The MGM ilBNle and hrgo we of ACCM .d r� f /Dec, 11. 2013 5:45PM - No. 5677 P. 1/2 AV UKU� DATE(MMIDDlYW1) CERTIFICATE OF LIABILITY INSURANCE 12/11/2013 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 CONTACT NAME: Southeastern Insurance Agency, Inc. ac°NaE S08.99 7.6061 acNo: 508.990.2731 439 State Rd. E-MAIL ADDRESS: P.O. Box 79398 PRODUCER CUSTOMER ID p: North Dartmouth, MA 02747 INSURER(S)AFFORDING COVERAGE NAIC9 INSURED INSURERA: Merchants Insurance Group Hickey Construction Co Inc INSURERB: Utica National Insurance Group 30 Rosary Lane Unit C iNSURERC: Hyannis, MA 02601 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 2013 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. INSR TYPE OF INSURANCE DL S BR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM1DD MM1DD GENERAL LIABILITY CMP915247704/0912013 04/09/2014 EACH OCCURRENCE $ 1,000,000 X I COMMERCIAL GENERAL LIABILITY PRGE TO RENTED EM SES Ea occurrence) $ 100,000 CLAIMS-MADE a OCCUR MED EXP(Any one person) $ 5,000 A - PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PE4 LOC _ $ AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS MCA701543 5 04/09/2013 04/09/2014 BODILY INJURY(Per accident) $ A X SCHEDULED AUTOS - PROPERTY DAMAGE $ X HIRED AUTOS (Per accident) X NON-OWNED AUTOS " $ $ UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIABH CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION 449$$]]01/1912013 01/1912014 WCSTATU- OTH- AND EMPLOYERS'LIABILITY YIN TORY LIMITS ER B ANY OFFICER/MEMB RIPART UDE�D?ECUTIVE D NIA E.L.EACH ACCIDENT $ 1,000,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS]VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION FAX: 508.778.9504 " a SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED_ IN ACCORDANCE WITH THE POLICY PROVISIONS. Mike Renzi Construction AUTHORIZED REPRESENTATIVE 387 Phinney's Lane Ce terville, MA 02632 Joanne Bretton ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS: 110 MPH WIND ZONE CHECKLIST OK? 1.1 SCOPE WindSpeed(3-sec.gust)........................................................... ...................................................110 mph X— WindExposure Category.....:..................................................... ..............................................................B X- 1.2 APPLICABILITY Number of Stories ......................................................................(Fig 2)............_2—stories <_2 stories _X— RoofPitch ..................................................................................(Fig 2) ............................_2/12_ <_12:12 —X— MeanRoof Height ......................................................................(Fig 2)..............................—19'_ft <_33' _X_ BuildingWidth,W.......................................................................(Fig 3)............................. —14'_ft <_80' —X— Building Length, L ......................................................................(Fig 3)..............................—50'_ft <_80' —X— Building Aspect Ratio(LNV) .......................................................(Fig 4)............................_3.00_<_3:1 X 1.3 FRAMING CONNECTIONS General compliance with framing connections?.........................(Table 2)....,............................................. X 2.1 ANCHORAGE TO FOUNDATION Type of Foundation.....................................................................(Fig 8)....... Poured Cncrete_ X Foundation Anchorage Proprietary Connectors Uplift...............................................................(Table 3).............................U=-157—plf —X— Shear..............................................................(Table 3)............................S = 949_plf —X- 5/8"Anchor Bolts Bolt Spacing...................................................(Table 4)..................................._19_in. X— Bolt Embedment.............................................(Fig 5)........................................—7_in. —X— Washer Size...................................................(Fig 8)..._3_in.x_3—in.x 1/4—in.thick _X- 3.1 FLOORS Floor framing member spans checked?......................................(IRC or WFCM)....................................... X— Maximum Floor Opening Dimension...........................................(Fig 6)................................._0—ft <_12' Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.................(Fig 7)....................................—0_ft <_d —N/A_ Supporting Non-Loadbearing Walls..............................(Figs 8 and 9).......................................... _N/A_ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.................(Fig 10)....................................—ft <_d —N/A_ Supporting Non-Loadbearing Walls or Non-Shearwall.(Fig 11)................................._ft 5 U4 _N/A_ Vertical Floor Offsets...................................................................(Fig 12)..................................—0—ft 5 d —X— FloorBracing at Endwalls...........................................................(Fig 13).................................................... —X— Floor Sheathing Type..................................................................(IRC or WFCM)........ WFCM— —X— Floor Sheathing Thickness......................................................... (IRC or WFCM)........................_3/4_ in. —X— Floor Sheathing Fastening..........................................................(Table 2)................................8D-6X12— —X- 4.1 WALLS Wall Height Loadbearing walls.........................................................(Fig 14)......................t7'-6"_ft <_10' X— Non-Loadbearing walls.................................................(Fig 14).......................t7'-6"_ft 5 20' X— Wall Stud Spacing.......................................................................(Fig 14).........................16_in._<24"o.c. X— Wall Story Offsets(Fig 14).................................:........................._ft <_20................................_N/A 4.2 EXTERIOR WALLS Wood Studs Loadbearing walls.........................................................(Table 5).............2x6 - 7�ft_6 in. X— Non-Loadbearing walls.................................................(Table 5).............2x__6—--_7ft 6 in. X— Stud Continuity WSP Attic Floor Length.................................................(Fig 15)............................—31_ft <_W/3 —X— Gypsum Ceiling Length................................................(Fig 15)............................._1 9 ft 5 W —X— Double Top Plate SpliceLength................................................................(Fig 17)........................................_8 ft X— Splice Connection(no.of 16d common nails)..............(Table 6)........................................—20_ —X— Loadbearing Wall Connections Uplift(proprietary connectors)......................................(Table 7).............................U= 123 _plf X— Lateral(no.of 16d common nails)................................(Table 7)........................................ 2 X— Non-Loadbearing Wall Connections Uplift(proprietary connectors)......................................(Table 8).............................U=_169—plf X— a �.. GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS: 110 MPH WIND ZONE Lateral(no.of 16d common nails)................................(Table 8)........................................—2— X— Wall Openings Header Spans...............................................................(Table 9).................—5_ft—3_in.<_10' —X— Sill Plate Spans............................................................(Table 9)..................._5_ft_3_in.<_10' X— Full Height Studs(no.of studs)....................................(Table 9)........................................—3_ —X— Connections at each end of header or sill Uplift(proprietary connectors)........................(Table 9)................................—330_lb. —X— Wall Sheathing Minimum Building Dimension,W Sheathing Type...............................................(Table 10).................................._WSPS— —X— Edge Nail Spacing...........................:..............(Table 10).................................._3 in. X— Field Nail Spacing..........................................(Table 10).............................. 12 in. —X— Shear Connection(no.of 16d common nails)(Table 10)....................................... 4'_ X— Holddown Capacity..........:.............................(Table 10)............................_7300 lb. —X— Percent Full-Height Sheathing....................... (Table 10)..................................._91 % X— Maximum Building Dimension, L Sheathing Type...............................................(Table 11)........................ WSPS_ X— Edge Nail Spacing..........................................(Table 11)................................. 6—in. X— Field Nail Spacing..........................................(Table 11)..............................._12_in. X— Shear Connection(no.of 16d common nails)(Table 11)........................................—3'_ —X— Holddown Capacity........................................(Table 11)...............................—4360 Ib. —X— Percent Full-Height Sheathing....................... (Table 11)...................................—27_% —X— Wall Cladding Ratedfor Wind Speed?................................................................................................................ X- 5.1 ROOFS Roof framing member spans checked?......................................(IRC or WFCM)....................................... —X— Roof Overhang ................................................................(Figure 26)............._7"_ft<_2'or U2 X— Truss or Rafter Connections at Loadbearing Walls Proprietary ConnectorsX Uplift...............................................................(fable 12).........................U=_203_plf X— Lateral............................................................(Table 12).........................L=_176_plf X— Shear..............................................................(Table 12)...........................S=_77_plf X— Ridge Strap Connections—Tension............................................(Table 13).........................T=_235_plf X— Gable Rake Overhang......................................................(Figure 26)............. ft ft s 2'or U2 —N/A_ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift...............................................................(Table 14).........................U=_417—plf X— Lateral(no.of 16d common nails)..................(Table 14)........................................—4_ _X— Roof Sheathing Type...................................................................(IRC or WFCM)........ WFCM_ X— Roof Sheathing Thickness.............................................................................................1/2 in.>_7/16"wsp —X— Roof Sheathing Fastening...........................................................(Table 2)...............................:_8D-6X6— 2013.3 Allowable Stress Design MSI: 0.25 NOTE: LOAD TABLE 1 PLY 1.750 X 11.875 LP LVL295OFb-2.OE DESIGN CRITERIA VSI: 0.40 1.THIS COMPONENT IS DESIGNED TO SUPPORT ONLY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE 1 OTHER LOAD CASE: RSI: 0.83 THE VERTICAL LOADS SHOWN VERIFICATION OF ( )• LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRE[ LIVE LOAD = 40 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.; DEAD LOAD = 15 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF TOTAL LOAD = 55 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT—IN—SX FT—IN—SX OR ARCHITECT. UNIFORM FLOOR LIVE SIDE 360 PLF 00-00-00 06-06-00 1.00 2.PROVIDE RESTRAINTAT SUPPORTS TO ENSURE UNIFORM FLOOR DEAD SIDE 135 PLF 00-00-00 06-06-00 0.90 FLR LEFT.SPAN CARR. 18.00 FT LATERAL STABILITY. UNIFORM BEAM WEIGHT 6 PLF 00-00-00 06-06-00 0.90 FLR RIGHT SPAN CARR. 0.00 FT 3.DO NOT CUT,NOTCH OR DRILL LP LVL. - 4.SHIM ALL BEARINGS FOR FULL CONTACT. WARNING NOTES: DEFLECTION CRITERIA 5.VERIFY DIMENSIONS BEFORE CUTTING LPLVL LIVE LOAD DEFL: L / 360 TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. TOTAL LOAD DEFL: L / 240 6.THIS LP LVL IS TO BE USED ASA FLOOR BEAM ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I-JOISTS IS 7.COMPRESSION EDGE BRACING REQUIRED AT STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW CODE COMPLIANCES EACH END OF COMPONENT. BY A DESIGN PROFESSIONAL. REPORT # APA PR—L280 MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL ICC—ES ESR-2403 BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, LADBS RR-25783 ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS CCMC 11518—R BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. Florida FL15228 ANCHOR LP LVL FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. SUPPORT REACTIONS (LBS): - 11.875 MAXIMUM BEARING NUMBER �c- 1 2 I11.750 DOWN 1628 1626 UPLIFT --- --- CROSS SECTION MIN BEARING SIZES 1— 8 1— 8 MAXIMUM DEFLECTIONS _ CALCULATED ALLDWABLE LIVE LOAD 0.03"(L/2791) 0.21" *DEAD LOAD 0.02" 6— 6- 0 TOTAL LOAD 0.04"(L/2006) 0.32" ""THIS DRAWING IS NOT TQ SCALE"' Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications Software Provided By: 12/13/13 IBC 2009 Temporary and permanent bracing for holding component The use ofthiscomponent shall be specified by the designerofthe 'Supportsand connections for LP LVL,LP LSL,CTR and LPI to be specific application LP Engineered Wood Products plumb and forresisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance 'Common nailsdriven parallel to glue linesshall be spaced a minimum of 4"for 10d Suite 2000 Su Street,installed by others. No loads are to be applied to the approval and instructions from the designers of the complete structure and 3"for8d. Nashville,414 Union St 37219Su component until afterall the framing and fastening are before using thiscomponent. If the design criteria listed above does 'Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP Woists except as shown completed.At no time shall loads greater than design loads not meet local building code requirements,do not use this design. in published material from LP any use of LP LVL,LSL and CTR,LP IJoists contrary Phone 800.515.7570 be applied to the component. When this drawing is signed and sealed,the structural design is to the limits set forth hemon,negates any expresswaranty of the product and LP Fax 866.753.4369 approved as shown in this drawing based on data provided by the disclaims all implied warranties including the implied warranties of merchantability Design Criteria customer.LP LVL,LP LSL and CTR,LP Ijoists are made without and fitness for a particular use. The design and material specified are in substantial camber and will deflect under load.Wood in direct contact with DWG ## conformity with the latest revisionsof Nos.'Dead load concrete must be protected as required by code.Continuous lateral deflection includes adjustment factorfor creep.Total load support is assumed(wall,floor beam,etc.).LP does not provide on-site *A COPY OF THIS DRAWING IS 10 BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # deflection is instantaneous. inspection.This drawing must have an Architect's or Engineer's seal afixed to be considered an Engineering document. LP is a registered trademark of Louisiana-Pacific Corporation. File:H:\LP\Beam Calcs\RENZI FOURTH AVE\WOODE.SPX FOURTH AVE ROOF BEAM 2013.3 Allowable Stress Design MSI: 0.63 NOTE: LOAD TABLE 4 PLIES 1.750 X 9.500 LP LVL295OFb-2.OE DESIGN CRITERIA VSI: 0.37 1.THIS COMPONENT IS DESIGNED TO SUPPORT ONLY DESIGN CONSISTS OF 4 - PLIES FASTENED RSI: 0.33 THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASE; TOGETHER (REFER TO NOTES). FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRE[ rl LOADING,DEFLECTION LIMITATIONS,FRAMING (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.; LIVE LOAD 30 PSF DEAD LOAD 15 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF TOTAL LOAD = 45 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX ` OR ARCHITECT. UNIFORM ROOF LIVE SIDE 540 PLF 00-00-00 14-06-00 1.25 ROOF LEFT SPAN CARR. 22.00 FT 2.PROVIDE RESTRAINTAT SUPPORTS TOENSURE UNIFORM ROOF DEAD SIDE 270 PLF 00-00-00 14-06-00 -0.90 ROOF RIGHT SPAN CARR. 14.00 FT LATERAL STABILITY. UNIFORM BEAM WEIGHT 19 PLF 00-00-00 14-06-00 0.90 3.DO NOT CUT,NOTCH OR DRILL LP LVL. DEFLECTION CRITERIA 4.SHIM ALL BEARINGS FOR FULL CONTACT. WARNING NOTES: LIVE LOAD DEFL: L / 240 5.VERIFY DIMENSIONS BEFORECUTTINGLPLVL TOTAL LOAD DEFL: L / 180 TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. 6.THIS LP LVL IS TO BE USED ASA ROOF BEAM ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I-JOISTS IS CODE COMPLIANCES MAKE PROVISION FOR ADEQUATE DRAINAGE. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW REPORT # 7.COMPRESSION EDGE BRACING_REQUIRED AT BY A DESIGN PROFESSIONAL. - APA PR-L280 " O.C.OR LESS. - - ICC-ES ESR-2403 MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL LOADS RR-25783 BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, CCMC 11518-R CONTACT LP FOR THE REQUIRED CONNECTION. ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS Florida FL15228 BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. ANCHOR LP LVL ROOF BEAM SECURELY TO BEARINGS OR HANGERS. THIS COMPONENT MEETS CODE ALLOWED DEFLECTION CRITERIA;CALCULATED DEFLECTION EXCEEDS 3/4"AND SHOULD BE REVIEWED BY PROJECT DESIGNER FOR ADEQUACY. LP LVL ROOF BEAMS ARE MANUFACTURED WITHOUT CAMBER,THEREFORE,IN ADDITION TO COMPLYING WITH THE DEFLECTION LIMITS OF LOCAL BUILDING CODES,OTHER DEFLECTION CONSIDERATIONS SHOULD BE EVALUATED BY THE PROJECT ENGINEER OR ARCHITECT SUCH AS PONDING,CRACKING AND AESTHETICS.(POSITIVE DRAINAGE IS ESSENTIAL) - THIS LVL BEAM HAS BEEN DESIGNED TO SUPPORT A 300 LBS CONCENTRATED LOAD ACTING OVER 2.5 X 2.5 FT(6.25 SQ FT) 12 9.500 SUPPORT REACTIONS (LBS): MAXIMUM BEARING NUMBER ER 1 2 1.750 DOWN 6010 6010 3.500 UPLIFT --- --- 5.250 7.000 . MIN BEARING SIZES (IN-SX) CROSS SECTION 3- 8 3- 8 MAXIMUM DEFLECTIONS CALCULATED ALLCVUELX LIVE LOAD 0.50"(L/344) 0.71' -DEAD LOAD 0.40 It 14- 6- 0 41 TOTAL LOAD 0.76 L 224 0.95' "`THIS DRAWING IS NOT TO SCALE"" Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LPI-Joist Specifications Software Provided By: 12/13113 IBC 2009 . Temporary and permanent bracing for holding component The use of this component shall be specified by the designerof the 'Supportsand connections for LP LVL,LP LSL,CTR and LPI to be specific application LP Engineered Wood Products plumb and for resisting lateral tomes shall be designed and complete structure.Obtain all the necessary code compliance 'Common nailsddven parallel to glue linesshall be spaced a minimum of 4"for 10d 414 Union Street,Suite 2000 installed by others. No loads are to be applied to the approval and instructionsfrem the designers of the complete stmcture and 3"for 8d. Nash Ville,TN 37219 component until after all the framing and fastening are before using this component. If the design criteria listed above does "Do not cut,notch,dri 11 or alter LP LVL,LP LSL and CTR,LP IJoists except as shown _ completed.At no time shall loadsgreaterthan design loads not meet local building code requirements,do not use thisdesign, in published material ham LP any use of LP LVL,LSL and CTR,LP IJoists contrary Phone 800.515.7570 be applied to the component. When this drawing is signed and sealed,the structural design is to the limitsset forth hemon,negates any expresswamanty of the product and LP Fax 866.753.4369 approved as shown in thisdrawing based on data provided by the disclaims all implied warranties including the implied warantiesof merchantability Design Criteria customer. LP LVL,LP LSL and CTR,LP I-joists are made without and fitness fora particular use. The design and material specified are in substantial camber and will deflect under load.Wood in direct contact with DWG # conformity with the latest revisions of NOS.-Dead load concrete must be protected as required by code.Continuous lateral deflection includes adjustment factor for creep.Total load support is assumed(wall,floor beam,etc.).LP does not provide on site *A COPY OF THIS DRAWING ISM BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # deflection is instantaneous. inspection.This drawing must have an Architect's or Engineer's seal afixed to be considered an Engineering document. LP is a registered trademark of Louisiana-Pacific Corporation. File:H:\LP\Beam Calcs\RENZI FOURTH AVE\WOODE.SPX FOURTH AVE ROOF BEAM 2013.3 Allowable Stress Design MSI: 0.61 NOTE: LOAD TABLE 2 PLIES 1.750 X 14.000 LP LVL295OFb-2.OE DESIGN CRITERIA VSI: 0.49 1.THIS COMPONENT IS DESIGNED TO SUPPORT ONLY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE 1 OTHER LOAD CASE: DESIGN CONSISTS OF 2 - PLIES FASTENED RSI: 0.65 THE VERTICAL LOADS SHOWN VERIFICATION OF ( ) TOGETHER (REFER TO NOTES). FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRE[ LOADING,DEFLECTION LIMITATIONS,FRAMING LIVE LOAD = 30 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.; DEAD LOAD = 15 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF TOTAL LOAD = 45 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX ORARCHITECT UNIFORM ROOF LIVE SIDE 540 PLF 00-00-00 14-06-00 1.25 ROOF LEFT SPAN CARR. 22.00 FT 2.PROVIDE RESTRAINTAT SUPPORTS TO ENSURE UNIFORM ROOF DEAD SIDE 270 PLF 00-00-00 14-06-00 0.90 ROOF RIGHT SPAN CARR. 14.00 FT LATERAL STABILITY. UNIFORM BEAM WEIGHT 14 PLF 00-00-00 14-06-00 0.90 3.DO NOT CUT,NOTCH OR DRILL LP LVL. DEFLECTION CRITERIA 4.SHIM ALL BEARINGS FOR FULL CONTACT. WARNING NOTES: LIVE LOAD DEFL: L / 240 5.VERIFY DIMENSIONS BEFORE CUTTING LPLVL TOTAL LOAD DEFL: L / 180 TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. 6.THIS LP LVL IS TO BE USED ASA ROOF BEAM ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I-JOISTS IS CODE COMPLIANCES MAKE PROVISION FOR ADEQUATE DRAINAGE. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW REPORT # 7.COMPRESSION EDGE BRACING REQUIRED AT BY A DESIGN PROFESSIONAL. - APA PR-L280 "?0 O.C.OR LESS. ICC-ES ESR-2403 MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL LADBS RR-25783 ATTACH THE TWO PLIES WITH 3 ROWS OF 16d BEAM AS DESIGNED.IT.IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, CCMC 11518-R (3-112")NAILS AT 10"OC.STAGGER ROWS. ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS Florida FL15228 NAILS CAN BE DRIVEN FROM ONE FACE OR HALF BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. FROM EACH FACE. NAILS MAY BE COMMON OR BOX NAILS WITH A MINIMUM SHANK DIAMETER ANCHOR LP LVL ROOF BEAM SECURELY TO BEARINGS OR HANGERS. OF 0.131". 16d SINKERS(3-1/4")MAYBE - USED,BUT HALF MUST BE DRIVEN FROM THIS LVL BEAM HAS BEEN DESIGNED TO SUPPORT A 300 LBS CONCENTRATED EACH FACE. LOAD ACTING OVER 2.5 X 2.5 FT(6.25 SO FT) 12 0 r SUPPORT REACTIONS (LBS): 19.000 MAXIMUM BEAR I NG NUMBER 1 2 �Ic 1.750 is DOWN 5974 5974 I 3.500 UPLIFT --- --- CROSS SECTION MIN BEARING SIZES (IN-SX) 3- 8 3- 8 MAXIMUM DEFLECTIONS CALICULATED ALI.COViIABLE LIVE LOAD 0.31 (L/551) 0.71" *DEAD LOAD 0.24" 14- 6- 0 TOTAL LOAD 0.47"(L/361) 0.95" "'"THIS DRAWING IS NOT TO SCALE"' Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications Software Provided By: Temporary and permanent bracing for holding component The use of this component shall be specified by the designerof the 'Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific application LP Engineered Wood Products 12/13/13 IBC 2009 plumb and forresisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance -Common nailsdriven parallel to glue linesshall be spaced a minimum of 4"for tOd 414 Union Street,Suite 2000 installed by others. No loads are to be applied to the approval and instructions from the designemof the complete structure and 3"for ad.component until after all the framing and fastening are before using thiscomponent. If the design criteria listed above does 'Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP IJoistsexcept asshown Nashville,TN 37219 _ completed.At no time shall loadsgmaterthan design loads not meet local building code requirements,do not use thisdesign. in published material.from LP any use of LP LVL,LSL and CTR,LP IJoistscontrary Phone 800.515.7570 be applied to the component. When thisdrawing issigned and sealed,the structural design is to the limitsset forth hemon,negates any expresswamanty of the product and LP Fax 866.753.4369 approved asshown in thisdrawing based on data provided by the disclaims all implied warranties including the implied warantiesof merchantability Design Criteria customer. LP LVL,LP LSL and CTR,LP(joists are made without and fitness fora particular use. The design and material specified are in substantial camber and will deflect under load.Wood in direct contact with DWG # conformity with the latest revisions of Nos.-Dead load concrete must be protected as required by code.Continuous lateral deflection includes adjustment factor for creep.Total load support is assumed(wall,floor beam,etc.).LP does not provide on-site "A COPY OF THIS DRAWING IS l0 BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # deflection is instantaneous. inspection.Thisdrawing must have an Architect's or Engineer's seal afixed to be considered an Engineering document. LP is registered trademark of Louisiana-Pacific Corporation. File:H:\LP\Beam Calcs\RENZI FOURTH AVE\WOODE.SPX � T Town of Barnstable Regulatory-Ser-Oces Thomas F_"Geiler,.Dire.ctor �' Foam Building Division Tom Perry, Building Commissioner 200 Main Street,Hyannis;MA 02601 www.town.barnstable.ma.us Office: 508 862 4038 - ` Fax: S08-790-6230 Property'Owner Mus t Complete`and•Sign This Section If Using ABuilder XP. Yh �� ;a/� ;as.Owner.of.the subject property hereby authorize to act on my Behalf, e in all matters relative to wcA authorized by this building permit apphcatioi for. © % GU ACi ( (Address of job) a Signature.of Owner Date . 4 : Of e Print Name If Propedy Owner is,applying for-permt please complete the Homeowners License Exemption-Form on the'reverse side.. .. - it Town of Barnstable o Regulatory Services sAtirrsrwst.e, Thomas F. Geiler,Director t� � .659. ,�� Building Division PrFo May" Tom Perry, Building Commissioner 200 Maiti.Street, Hyannis,MA 02601 k aww.town.barnstable.ma.us Office: 508-862--003 8 Fax: 509-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village _ --HOME-OWNER": name home phone# work.pbonc# CURRENT MAILING ADDRESS: city/town state ap code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. __ DEFINITION OF HOMEOWNER Person(s)who owns 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. (Section 109,1.1) Tha undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other, applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that_he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION .The Code states that: "Any homeowner performing work for which a building perrrrit is required shall be cxcmpt from the provisions of this scction.(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner cngages a person(s)for hire to do such work,that such Homeowner shall act as supevisor." Many homeowners who use this excraption an unaware that they arc assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisar. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her respams"bilitirs,many communities require,as part of the permit application, that the homeowner certify that hc/shc understands the responsibilities of a Supervisor. On the last page of this issue is a.form currently used by several towns.'You may care t amend and adopt such a form/ccrtification for use in your community. Q:forrrrs:homccxcmpt Massachusetts -Department of Public Safety \ Board of Building Regulations and Standards Construction Supcl•%isur I &2 Family - License: CSFA-058266 k `' AHCHAEL J RIENZI 387 PB NNEV,S LN CENTERVILE MAC�02632 =� Commissioner Expiration 01/30/2014 ,T `---- - Office of Consumer Affairs&Business Regulation ' License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: 1:'.fi1859 Type: j Office of Consumer Affairs and Business Regulation xpi ration: r 2%4/201:5 DBA ` 10 Park Plaza-Suite 5170 —� Boston,,MA 02116 MICHAEL RENZI CONSTRUCTION' +' ` MICHAEL RENZI4F ` 387 PHINNEY'S LN CENTERVILLE, MA 02632k Undersecretary N4vid wi ►out signature i REScheck Software Version 4.4.4 Compliance Certificate Project Title: New addition Energy Code: 2012 IECC Location: West Yarmouth, Massachusetts Construction Type: Single Family Project Type: Addition - Glazing Area Percentage: 15% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: ' 109 Fourth Ave. Kevin&Patricia Elloitt Mike Renzi W.Yarmouth,MA 02673' 109 Fourth ave'' u 387 Phinneys'Ln. W.Yarmouth,MA 02673 Centerville,MA 02632 - Compliance:1.1%Better Than Code Maximum UA:90 Your UA:89 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. *. r It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. mom Ceiling 1:Cathedral Ceiling 648 40.0 0.0 17 Wall 1:Wood Frame, 16"o.c. 400* 21.0 0.0 r 20 ' Window 1:Vinyl Frame:Double Pane with Low-E 46 - 0.320 15 Wall 2:Wood Frame,16"o.c. 160 15.0 -0.0 9 Door 1:Glass 40 - 0.300 12 Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 548 0.0 30:0 . 16 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 2012 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: New addition @ '' Report date_: 09/24/13 Data filename: Untitledtrck ,. Page 1 of 5 REScheck Software Version 4.4.4 Inspection Checklist Energy Code: 2012 IECC Location: West Yarmouth, Massachusetts Construction Type: Single Family Project Type: Addition Glazing Area Percentage: 15% Heating Degree Days: 6137 ; Climate Zone: 5 Ceilings: ❑ Ceiling 1:Cathedral Ceiling,R40.0 cavity insulation Comments: Above-Grade Walls: - ❑ Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation " Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.320. For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.300 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss`:Over Unconditioned Space,R-30.0 continuous insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Building envelope air tightness complies by a post rough-in blower door test result of less than 3 ACH at 50 pascals. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. Air Barrier,Sealing,and Insulation Installation Criteria: ❑ A continuous air barrier is installed in the building envelope including rim joists and exposed edges of insulation.Breaks or joints in the air barrier are sealed.Air permeable insulation is not used as a sealing material. ❑ Junction of foundation and wall sill plates,wall top plate and top of wall,sill plate and rim-band,and rim band and subfloor are sealed. Corners,headers,and rim joists making up the thermal envelope are insulated. ❑ Insulation in floors(including above garage and cantilevered floors)is installed to maintain permanent,contact with underside of subfloor decking.Exterior insulation for framed walls is in substantial contact and continuous alignment with the air barrier.Crawl space wall insulation installed in lieu of floor insulation is permanently attached to crawlspace walls.Inspection of log walls is in accordance with the provisions of ICC-400: ❑ Spaces between fenestration jambs and framing and skylights and framing are sealed.Batts in narrow cavities are cut to fit;or narrow cavities are filled with insulation that readily fills the available cavity space. ❑ Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. ❑ Air sealing is installed between the garage and conditioned spaces. , Project Title: New addition : Report'6te: 09/24/13 Data filename: Untitled.rcR f Page 2'of 5 Fi Exterior walls adjacent to showers and tubs are insulated and have air barrier separating the wall from the shower and tubs. ❑ Access openings,drop down stairs or knee wall doors to unconditioned attic spaces are insulated and sealed. ❑ Recessed light fixtures installed in the building thermal envelope are IC rated,airtight labeled at air leakage rate—2.0 cfm,and sealed to the drywall with gasket or caulk. n Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space are air sealed. ❑ Plumbing and Wiring: Insulation is placed between the exterior of the wall assembly and pipes.Batt insulation is cut and fitted around wiring and plumbing,or for insulation that on installation readily conforms to available space such insulation shall fill all space between wall and piping/wiring. Air barrier extends behind electrical or communication boxes or,air sealed type boxes are installed. HVAC register boots that penetrate building thermal envelope are sealed to subfloor or drywall. Fireplace walls have air barrier and closure doors are gasketed. Sunrooms: ❑ Sunrooms that are NOT thermally isolated from the building envelope;meet the requirements applicable to the building envelope. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's 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. 171 Insulation rR-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: t ❑ Supply ducts in attics are insulated to a minimum of,R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. ;. Duct Construction and Testing: Building framing cavities are not used as ducts or plenums. ❑ All joints and seams of air ducts,air handlers,and filter boxes are substantially airtight by means of tapes,mastics,liquid sealants, gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with air-impermeable spray foam. } Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ Air handlers have a manufacturer's designation of air leakage of no more than 2 percent of design flow rate. ❑ Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction total leakage test(including air'handler enclosure):Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. + (2)Rough-in total leakage test with air.handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. (3)Rough-in total leakage test without air handler installed:Less than or equal to 3 cfm per 100 ft2 of.conditioned floor area. Temperature Controls: Where the primary,heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and.78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental neat operation when the compressor can meet the heating load.., Heating and Cooling Equipment Sizing: , ❑ Equipment is sized in accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other - approved heating and.cooling calculation methodologies. 0 For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2012 IECC Commercial Building Mechanical and/or Service.Water Heating(Sections C403 and C404). , Circulating Service Hot Water Systems: ❑ Systems include an automatic or accessible manual switch to turnoff the circulating pump when the system is not in use. 0 Pipes are insulated to R-3 when any one of the following apply: (a)piping serves more than one dwelling unit, (b)piping between water heater and kitchen or water heater and distribution manifold,,' Project Title: New addition Report date: 09/24/13 ' Data filename: Untitled.rck Page 3 of 5 , (c)piping outside conditioned space,buried,or located under a floor slab, '(d)supply and return piping in recirculation systems other than demand recirculation systems, (e)piping is>3/4 inch nominal diameter, (f) piping runs>30 feet having 3/8 inch max diameter, (9)piping runs>20 feet having 1/2 inch max diameter, (h)piping runs>10 feet having 3/4 inch max diameter, ` (i) piping runs>5 feet having max diameter within the run>3/4 inch. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. ❑ HVAC piping insulation exposed to outdoor elements is protected from damage and shielded from solar radiation. Ventilation: Ventilation fans satisfy the following efficacy criteria: (1)Range hoods and in-line fan:2.8 cfm/watt. (2)Bath-/utility room with rated cfm>=10>and<90: 1.4 cfm/watt. (3)Bath-/utility room with rated minimum cfm>=90:2.8 cfm/watt. Swimming Pools and In-ground Spas: Heaters have an readily accessible on-off switch. ❑ Heaters operating on natural gas or LPG have an electronic pilot light. ❑ Schedule-capable automatic on-off timer•switches are installed on heaters and pumps._- Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. ❑ Heated pools and spas have a vapor retardant covet Exceptions: Covers are not required when 706;o of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: Fl Within permanently installed fixtures,75 percent contain only lamps that can be categorized as one of the following.Or,a minimum of 75 percent of all lamps within permanent fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent Y (c)40 lumens per waft.for lamp wattage<=15 f (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per waft for lamp wattage>40 ' Exceptions: Low voltage lighting systems. Lj Fuel gas lighting systems have electronic pilot lights." Other Requirements: Fi' Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation.R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment;and results from any required duct system,and,- building envelope airleakage testing.The certificate#does not cover or obstruct the visibility of the circuit directory label,service. # disconnect label or other required.labels. NOTES TO FIELD:(Building Department Use Only) 'Project Title: New addition Report date: 09/24/13 Data filename: Untitled.rck j. : Page 4 of 5 Project Title: New addition Report date: 09/24/13 -Data filename; Untitled.rck Page 5 of 5 . 0. 20'12 IECC Energy .N/' Efficiency Certificate, Ceiling/Roof 40.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): rm Window 0.32 Door 0.30 NA .o--MOM V amy Heating System: Cooling System: Water Heater: Building Air Leakage Test Results Name of Air Leakage Tester Duct Tightness Test Results - Name of Duct Tester Name: Date: Comments: Town-of Barnstable *Permit I � Expires 6 months from issue date Regulatory Services Fee Thomas F.Geiler,Director Building Division Tom Perry,CBO, Building Commissioner X.-PRESSMI 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us SEP 2 7 200 Dffice: 508-862-4038 nF "�( ��i EXPRESS PERMIT APPLICATION - RESIDENTIXnNLf" Not Valid without Red X-Press Imprint /parcel Number )erty Address 'IL' iesidential Value of Work y yy r Minimum a of$25.00 for work under$6000.00 ier's Name&Address �(l�p t!t N f�,'�, Q T" itractor's Name /"`t C LIB (V P.N 25` Telephone NumberZ— ne Improvement Contractor License#(if applicable) ff appl=lrlej Yorkman's Compensation Insurance Chec one: I am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance trance Company Name W e lm& W A V fl rkman's Comp.Policy# )y of Insurance Compliance Certificate must be on file. snit Request(check box) DRe-roof(stripping old shingles) All construction debris will be taken to Qwit/ �Miv4 ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders. U-Value (maximum.44). "Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License is required. NATURE: )=:expmtrg ise061306 Department of Industrial Accidents F Office.of Investigations A 600 Washington Street - Boston, MA 02111 www mass.gov/din Workers' Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plurnbers applicant Information - - Please Print Legibly , .- �.v.1�n dame (Business/Organization/Individual):. At k ( ,\4,..J t address: �$ ) ' amity/State/Zip:�*,L� {n u% t 0 Z G r L Phone#: fo q x=G G l L .re you an employer?,-Check the-appropriate box: M , ;,, .,;` Type'of prolect'(required): I am a employer with 4. E I am a.general contractor and I . V 3 6. ❑ New construction - employees (full and/or part-time).*- have hired the sub-contractors _ 7. Remodeling T am a sole proprietor or partner- -:: listed on.,.t he attached sheet $ ❑.. $ ship and have no employees , ..These sub-contractors have 8. ,❑_Demolition =-workers' comp:insurance. working for me in any capacity. _ - r 9. ❑ Building addition [No workers' comp. insurance- 5 ❑ We- a corporation and its required.] -officers have exercised-their 10.'❑:Electrical:repairs'o'r additions i�' right of exe lion per MGL ' - -11. Plumbing repairs.or additions`;` I am a homeowner.doing all workexemption P g eP - myself. [No workers'. comp.. c: 152, §1(4);and we have no 12.❑ Roof repairs n insurance required.].t_ ., employees. [No workers'. 13.[/]�ther comp. insurance required.] ty applicant that checks box#1 must also fill,out the-section below showing their workers'compensation policy information' -- .3meowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such tractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. man employer that is providing workers'compensation insurance for my employees. Below is the policy and job site _ ;�,rmation. urance Company Name: i #or Self ins.Lic..#: - _ - - . .- -,_ .� �- e � - Expiration Date:` • . . . :. i Site Address: �,x _ City/State/Zip; 'ach a copy of the workers',compensation policy.declaration page-(showing the policy number and expiration:date) - lure to secure coverage as required;.under.Section_25A of MGL-c. 152 cai lead to the imposition of criminal penalties'of a _.. e 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 .~ ap to.$250:00 a day against the violator. Be advised thata.-copy:of this statement maybeire forwarded to the Offcz of f .estigations-of the DIA for insurance coverage verification: _} .9 hereby certify under.the pains and penalties of perjury that-the information provided above is true and correct - mature: Date: 1 /-L) /.e G )ne#: S0 U tJ 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 �. Other Contact Person: Phone#: Information and Instructions [assachusetts General Laws-chapter 152.:requires all-employers to provide workers'compensation for their.employees. _ ,y nrsuant to this statute; an employee is defined as"...every person in the service of another under any contract of hire, Kpress or implied,oral or written." n employer is defined as"an individual,partnership, association, corporation or other legal-entity,-or any two.or more f the foregoing engaged in a joint enterprise,.and including the legal representatives of ardeceased employer,or the -ceiver.or trustee of an individual,partnership, association or other legal entity,employing employees. However the wrier of a dwelling house having not more than three apartments and who resides therein; or the occupant of the - welling house of another who employs persons to do maintenance, construction or repair work-on such dwelling house -Ton the grounds or building appurtenant thereto`shall not because of such employment be-deemed to be an employer:" dGL chapter 152, §25C(6)also states that"every state or local licensing agency shall.4ithhold the issuance or' renewal of a license or permit to operate a.business or to construct buildings in the commonwealth for any- [pplicant who has.not produced acceptable evidence of compliance with the insurance..coverage required" additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall ;nter into any contract for the performance of public work until acceptable evidence of compliance with the insurance equirements of this chapter have been presented to the contracting authority. kpplicants ?lease fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if lecessary, supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s) of- nsurance. Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP)with no employees other than the nembers or partners;are not required to.carry workers' compensation insurance.- If an LLC or LLP does have - .mployees,a policy is required. Be advised that this affidavit maybe submitted to the Department of Industrial - ,- Xecidents for confirmation of insurance coverage. Also be sure to sign.and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the-Department of [ndustrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self_insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The-Department has provided a space at the bottom . of the affidavit for you to fill out in the event the Office of Investigations.has to contact you regarding the applicant - Please be sure to fill in the permit/license number which will be used as a reference number. In addition,_an applicant that-must submit multiple permittlicense applications in any given-year,need only submit one affidavit indicating current _.. policy information(if necessary)and under"Job Site Address"the applicant should.write"all locations in__,_. (city c or town)."-A copy of the affidavit that has been officially stamped or marked by the city or town maybe provided to the applicant as proof that a valid affidavit is on file for future Permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to.any business or commercial-,venture (i.e.a dog license or permit to bumleaves etc.)said person is NOT required to complete this affidavit:., The Office of Investigations wouldlike to thank you in advance for your cooperation and should you have any questions, Please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial.Accidents Office of Investigations 600 Washington Street Boston, MA 02111, Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 wised 5-26-05 www.mass.gov/dia Town of Barnstable Regulatory Services MUNSTABM Thomas F. Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must ^ Complete and Sign This Section If Using A Builder c 1, F V I 1 � f� ,as Owner of the subject property hereby authorize �( �P.v 1.1 to act on my behalf,. ,in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner y Date Print Name Q:FORM&OWNERPERMISSION DATEMM/DD/YYY 0119/0CSC AB ACORD CERTIFICATEOF LIABILIY INSURANCE SCOTC5 6 PRODUCER THIS CERTIFICATE:IS ISSUED AS A MATTER OF NFORMATION GOLDMAN & ASSOCIATES INSURANCE ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE FINANCIAL SERVICES INC. HOLDER.THIS CERTIFICATE DOES NOT AMEND EXTEND OR 933 FALMOUTH RD. ALTER THE COVEIR,IAGE AFFORDED BY THE POLICIES BELOW. HYANNIS MA 02601 - Phone: 508-775-6010 Fax:508-790-0249 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: PENN-IFMERICA INS. . CO. INSURER B: GRANITE STATE INSURANCE ICO CRAIG'`'SCOTT -- INSURER INSURER C:._ ...;. __ PO BOX 1987 INSURER D: -MANOMET MA 02345 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICYPER[OO 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.AGGREGATE LIMITS SHOWN MAY HAVE.BEEN REDUCED BY PAID CLAIMS. POLICY EFFECTIVE POLICY FXPIRATI LIMITS LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD DATE IE A DDlYY) GENERAL LIABILITY EACH OCCURRENCE $1000000 A X COMMERCIAL GENERAL LIABILITY PAC6522943 09/09/05 09/09/06 PREMISES(Ea occurence) S 50000 CLAIMS MADE a OCCUR MED EXP(Any one person) $5 0 0 0 PERSONAL&ADV INJURY $1000000 GENERAL AGGREGATE S 2000000 GEN'LAGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s 2000000 POLICY. PRO-, JECT. L'OC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S ANY AUTO (Ea.accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS . . BODILY INJURY S NON-OWNED AUTOS (Per accident) PROPERTY DAMAGES (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ EA ANY AUTO OTHER THAN ABC S AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE S S DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND TORY LIMITS ER B EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE WC2795447 09/29/05 09/29/06 ,E.L.EACH ACCIDENT $ 100000 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EAFJ-LOYE $1-0Lt-a00 `- If'ye§;-describe under- SPECIAL PROVISIONS below E.L.DISEASE-POLICYLIMIT $500000 - OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION MIKEREN SHOULD ANY OF THE AE30VE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIF DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRII NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO f MIKE RENZI 508-778-9504 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS< 387 PHINNEYS LANE R ESENTATIVES. CENTERVILLE MA 02632 A 4 ED EPR TP.TIVE '' s GER ACORD 25(2001108) _ _ ©ACORD CORPORATION Engineering Dept.(3rd floor) Map 'GAS Parcel Permit# 3 �q House#' ©C K:;:JJ Date Issued r//a- A Board of Health(3rd floor)(8:15 -9:30/1:00-4:30)17-ybo fi-+U-�7� 217 ee'. flog? . 0- ) ' Conservation Office(4th floor)(8:30-9:30/1:00-2:00) iSYSTEM BE Planning. t.(1st floor/School Admin. Bldg.) - INSTALLL PLIANCE Defin' ive PI Approved by Planning Board �- 19 L NVIRON ®E AND TOWN OF;BARNSTABLE TOWN IONS — Building Permit Application Project Street Address f4alk. A OV , Dey L4a -,-25 4 a Qk Village • f1 u II Owner 'I t Address S� :1 e w P�1 1 P a A cr (,pe L.k ekleq•./Lt/4. .Telephone -Permit Request 0.0-V 9-('n✓ CT 4 1- S16 NY N = i'Yf 0 li4s ADO i T 10--w oo i.� irk 4- i1 3.4feAe-0 Akt 4 who to -.i r v.(.I:v-n t, 9 l First Floor square feet Second Floor to square feet /� Construction Type G ov r f jo "(0AJ C Kd:f k)00 t Estimated Project Cost .$ 4 0.,60 ®. O 0 Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family @K Two Family ❑ Multi-Family(#units) Age of Existing Structure 3 0 ? Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: (Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) O Number of Baths: Full: Existing / New_ I Half: Existing New S'Yd No.of Bedrooms: Existing Z New Total Room Count(not including baths): Existing IL( New First Floor Room Count Heat Type and Fuel: 0Gas ❑Oil ❑Electric ❑Other AoA Pe0 Hol- 41 k Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use n �• i 'Builder Information Name !V�.VQ.k- e e hone Number a r rG Address 3 O 7 -P_ i tA`Ar -4,e) [&y.t icense# 8, K U 4,-�l 6? Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. - ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO +•U SIGNATURE S DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) _ _ e dr FOR OFFICIAL USE ONLY91 PERMIT NO. � / DATE ISSUED MAP/'PARCEL NO. t , ADDRESS °.i. VILLAGE OWNER DATE OF INSPECTION: _ FOUNDATION FRAME - + �/i �,/ •9� '�` �' z x i r ' i ? ! -INSULATION FIREPLACE — ELECTRICAL:• ROUGH FINAL PLUMBING: ROUGH FINAL.. d 's GAS: ROUGH, FINAL FINAL BUILDING DATE CLOSED OUT" ,P, 7 t ASSOCIATION PLI NO } �the r The Town of Barnstable Department of Health Safety and Environmental Services f. BuiIding Division 367 Main Street,Hyannis MAX601 Ralph Cr r': Office:: 508-790-6227 Building Comr-L, Fax: 508 90-6230 For office use Only Permit no. ' Date ' AFFIDAVIT j HOME IMPROVEMENT CONTRACTOR LAW SUPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the "reconstruction, alterations, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than I four dwelling units or to structures which are adjacent to such residence or building be done by cegist Bred contractors, with certain exceptions,along with other requirements e of Work: AD 01'� a Fst,Cost L11--Typ Address of Work: ' r �wner's Name i'C�(/+A-) ate of Permit Application: I hereby certify that: Registration is not required for the following reason(s): F Work excluded by law _Job under S1,000. gilding not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGMTERED CONTRACTORS FOR APPLICABR RAM OR GHOME �iJA OvEMNT WORK DO AND UNDER MGLo I4ZA � ACCESS TO THE ARBITRATION SIGNED UNDER PENALTIES OF PERJURY I hereby apply fora permit as the agent of the Owner. / c/ i " C Registration No. Date Contractor Maine T/rc• CUtinnattwealth of:)fassachusctts' Departtllc'tlt of luduslrral Accidents •` '.1"'1�•- ! Otlic��/layestfgatlons 600 1Vu.vhhg,,r a Street Bt�.�•tutr. ,11rr�:s: (13111 Worker' Compensation Insurance Afrida •it �Plic ant infnrmatinn' • --� Plczse f RiNT Ie;+;�j,'"��'^—�—��—r--__- nr. on* N,�t�( iL. city K VI •� t AA,4,V-1 nht,nc 1 am a homeowner performin! all work myself. I am a sole proprietor and have no one working in any capacity I am an empiover providing workers compensation for my employees working on this job. emmti•rnv n•tmt•- �tit1 rrcc• • cir�•• nhnnc+�' • incur^nrr rn. nniic� # sofe proprietor. brneral contractor, or homeowner(circle ones and have hired the contractors listed be;ow •A•ce the "OHOwing workers compensation police:: cmmr•rn, n•tmr- atidrr— cir nhnnc H- in<nr^err rn -- cmmn.,�ni n true nritlrr<<- rin nhnnc 0* rn nniic� sY incnr^nrc - Attach additionai sheet if necesiary__�-s• ._.., _r.<�.: .::. =: - �.,. ....,,._. _..._ F::,iurc to secure ctr+•cr:ttte as required under tectton=°A of,%IGL 1SZ can lead to the imposition of criminal penalties of a line up to 51.:0U.U0 anurcr uric .care' imprisonment ns %%cil as ci+il penalties in the form of a STOr WORK ORDER and a file of S100.00 a da}•against me. 1 understand ths,t cop) rf this statement ma+ be furn arded to the office of investications of the DIA for coverage vetific2non. 1 rio ifrrcnr ccrriir ur 'ir rite pains and perraitics of perjure•that the information prorided above is true and correct. c Datc Prin: -=c Phone* �' otTiciai use un1�• do not�+rite in this area to be completed b�•cit}•or tot�•n ofTcial ` • r �tluildin_Department city ar tn+�n: permit license 0QLicensins Board L Selectmen's UfGcc check if immediate respunse is required ❑ Cticalth Ucprrtmcnt r phone 9: r'Uther conra:t ncrson: Information and Instructions MLJsaC11U.sCItS General Laws chapter 15Z section 25 requires all employers to provide workers' compens:;ti011 etnnloN.Ces. .4s quoted from the -jaw-. an cnlipl(rer is defined as every person in the service of another U=% COT:Iracl of mire, =press or implied. oral or written. An empio,rer is defined as an individual. partnership. association. dorporation 'or otlier;Iegnl entity. or an%• 1%vo o- the Core_oing cn�_a_Ld in a joint enterprise, and including the le'aal represctnativcs of a deceased etnploycr. or .._ rccciver or tntstce of an individual - partnership, association or other legal emit}�:etnplcjiying eniployecs. Ho«e�. owner of a dwelling house having not more than three apartments and who resides therein. or'thc,occupant of ti:e dN chin,_ house of mother �%-ho employs persons to do maintenance ;construction or repair work on such dwc."Til-; or on Ile __rounds or building appurtenant thereto shall not because of such employment be deemed to bc,::n er.:p. MGL chapter 152 section _5 also states that even- state or local licensing agency shall withltuld the issuance c ti�a1 of a license or hermit to operate a business or to construct buildings in the communivealtlt for sn`- cant who lens not produced acceptable evidence of compliance 1vith tite insurance eovern-c required. neither the commonwealth nor any of its political subdivisions shall enter into any contract tar.lie per:Urmz::ce of public work until acceptable evidence of compliance with the insurance requirements of this cl:ac: hce:: presc:;ted to the contracting authority. Jam.. 1 _.. .—_._—.._._.......�_ ...._�._ I _ .-��•• ... .. .. �.� ..: ..._ .. .... _.. 'ems'..... Appiicz,nts Pi.Lse .'ill 1n the workers compensation affidavit coin pletely, by checking the box that applies to your situation su�civin_ _otnpany names. address and phone numbers as all affidavits may be submitted to the Department of nc;at-lai .ACC'*dC:lES for Coilf irntatIon of Insurance coyera_e. Also be sure to si;n and date the affidavit. Tile , itould be returned to the gin• or town that the application for the permit or license is being requested. r :tile Decz tment of Industrial .-accidents. Should you have any questions regarding the "law- or if you are rec:: .o Ocl:;n c works:-s' compensation policv. please cail the Department at the number listed below. City or 170,xns ure that the aff Ida%•it is complete and printed legibly. The Department has provided a space at tite bot:: the :::aa%•it for you to fill out in the event the Office of Investigations has to contact you regardina the applicant. be _ : to fill in the permit/license number which will be used as a reference number. The affidavits may be mturr. ae Jeoartlne:a by mail or FAX unless other arrancements have been made. The office of Irtvesti anti ons would like to thank you in advance for you cooperation and should you have any ques- piease do not hesitate ro _iye us a Call. Z. Tile Dec-ar,:nenr-s address. telephone and fax number. The Commonwealth Of Massachusetts , Department of Industrial Accidents tt office cf Investigations - 600 Washington Street Boston, Ma. 02111 fax T: (61 i7 ;2"'-7,i 49 ni c nc =. 6 i�i -- -=900 c�:r. '1)E�. -'n° or _77 Lorr 0 WOOD -.. . 1 . Ldr .31'T71 . oEcx Ale I - 27 i 25" p S FND•. .. _ LOT 37.5 —30 ` coo._. . . . _ _: l..o•r:. 258: ! ; a . Ai LOT A LERTI FLED P v�w►na j :: TION WEST NYA Nlspozr, NAss• LOCA N DATE- t}dG. z8, )g 9L PLAN REFERENCE - LOTS, 25 2SG PL. 6k 34 ._ _�..PG 23 . _-- -f BAXTER MYE, INC. DATE- : -7`7 A KA THIS-PLAN IS NCFr-- BASED :ON-AN l REGISTERED LAMD SURVEYORS OSTERVILLE-- aAASS. INSTRUMENT :SURVEY�N -... _OFFSETS"SHOWN :SHOuLD. :NClT BF� _tjSEQ_TQ_DELT_E6P�N :LINES--t. �_�...__ _ APPLLCT_.._.�1L-V1N_.. f� OEPARTMENT OF PUBLIC SAFETY ; a ' =- CONSTRUCTION SUPERVISOR LICENSE Na6er _ • - ,Expires: . � Resir�cted To m. 1G . .MICHAEL J RENII 187 PHINNEYS LN •r _ — CENTERYILLE, HA 02632 ' 1 HOME I9MWEMENT'�P-9CONTRACTOR � �n ReBistrat:•ion �t��1859�� •.t r LE 4/99" P' RENII COHSTRUCTIONf =— ' � � `' '�,�MIC AEL �..RENtI."k v s • � ' ti ADMWI3 P►TOR T t' o r 56 ti� t `" r CENIERVICI'E MA 02632f` s }/1�.t� �t 1$��.(�_ A}.i+�j P1'. O�Eo€3u O I V r 6�l ]Wrf stll6wX t.1.S�111i El `o`m o°5E`m�wo7i . Jam as ..Rtv o_' a•-2" 14'-a" � z'-.1" r-Io" 19'-1. I•• r � z O �° o �° 3 � R R v v �m'1'�-cater F .v Y Y Y Y 1 Y 1 t � B"z a'=0"Poured L re+e Fcos+-wall 4' � sif an p!o"x 1 2"Gan}inuous LonLr<#e S/G"v I O'Anchor bolt.w/ � ENO Dill .-. d 9"v 9"x 1/a"Plate wa�.herr p footing w/2z9 keywa - _ e Y' I9'oL and B"from.ill plate<nM. - Q - ------------ ---- --- --- - -----�-- -- ---- - -- -- ,.� - �. — _ --- -� ..A B"x B'O"Polr"-A aoncr<}e founds#on �, -Wood frame 2 z� ll < ' se}on 1!o"x 1 2"Len+muo us Lontre}e - I � %"Poured Lon + slab i I 'm foo+mq w/2 x 9 keyway, O"reb foundation old w/a ea. 1 w/Rber mesho d mil +� � 1 ar pm,drilled nto I '-l poly vapor barrier � old foundation and poured n}o new.�I� I (' I �I � � -_ •� —i. -- -... ThermaTru GGVOaxO e a 0 L• - T- V Y PoIY vapor burr er -ia�� I r.o.%'-2 I 11 UNFINI�JHE�GELLAF- I I t � � �. f' t. I � B"z a'-O°Poured Lonarete Frost-wall � W O set on 1!o"x 1 2"6on#nuous LonLre+e I t .. •ti.� .n4 �" s /�`` p n wfaunda+on+ Id /4ea. � •a z l O"robar p drilled into ' old foundation and poured iota new. I; 'I - I; �� Gon+love frostwall/faa+lnq/knee-wall Q� - 0 _ under axiz+inq ki+Lhen area where Passible C J ' �, ``� I; � and a+builders dlscre+ion. I I rA_POUN0^T-ION PLAN Z e m . A FOUN!JATION PLAN \ p noo �jcale: 1/4".- I'-O" ho COo ti N < r . Addl#ion Aspe+Fa+io(L/W)-%.00 W F w Q Z _a B_O^ Th''s plan was designed in aLLordawe wi+h end the International�es1d<n+lal Gode 2 rlassachuse+ts]BO 6111' _ •'""'r W p 3 0 Window pro+ea+ion+a Lonfarm with u W m < u V y s Fro+e+l f openings. Q V m Z � p m 2 AdJust wall pla+<height ' - - All IF{esurements!Ofinensians are Yo L ` '1) T n� c Floor braainq a 4'-O"a.L. AdJus+wall pla+<height +o allow floor}o match at time of Lonstru+'o cal Gon}raL+or p_ lu Q J O o for panel LonneL+loos to allow Lha 9 in J ezistlnq house ele,a+lon Y O m oast rise I 1/4" imboardm(+ P'I es, � n x o � om F T,�I'n 5 1 '7/B zwL m 1 F *� I Floor brat nqe 4'O"o.L. p .'i. I far penel LonneL}ions a j ( 9 AJ�- I40 Joists® 1!o" �_ hop "Iur?'2 S!o/1 L:BB 1 �Ysl `e'- I cmm—Oas M1` S hatch ez stmq f(ao eleva+w — i nm Yd - 4% k f Sty 1 Q - � 1 3 � L lags s® 19"0 - ne.m � � and :1 S . - -_ - -may ps mluh2 sroia S® 1v b I'ja+ih rnyFlo I '+vn I mgaonn Y uj dd�.� • C + gf'ramnq 1 1 e + q Pew �nq' I I {n DRAWING TYPE: Exis-Finy Found-Fion Plan KA�PIP.!oT PLOOF—Pr—AIIC 1[� ,�' `.fjj 1 -"' PIr-F Floor Frame Plan f> •t`°: ±1��„ SHEET NUMBER: �q Su �ICj tc A 1 0 0 zo-a o`er°�sa5 2 3�=w�o p =EEEuaa a. 101-10" 9'-]" 10'-]" 10'-2' m �,`o_ �E? F I F F b Q 7 o E't�a t�,t'u om' Qx Jc +� am do d ° L 4" W ®® e > `e o ° - , %- 1 %/9"x 1 1 !�/By YerawLamm HTGHEh,( v -� L C q a C Fr d zistn fl o h"�AhTE� S AnderseneFWG�Oloe a P - 3 e wwll � lp - ( +h+o mw+oh 1 �% I 1/9` O _ Ej .. ..._...:.._........._......._.._._._._.......... V — Lu F I Y 1-'� x s+inq qe�k t: - uvlNG�oori CO # IS) -j K m J 3 0 a-- 1 m Q 7,J E.I v Qu - '�-� Z W U w v p" - � Czistinq Perk Q x u m O _ �impson H 2.� hu..i—ne ties® I ` FLgOo�oLAN a A \FIP-rSIT FLOOP-PLAN - For pan.l......tans I far p n C�s+nq wwlls moved anal�o°°ecYo s a_ � II II I I I c 2 zB wafters e I!a"o. i i I II I I I '- New walls y�°� II I II II ooy 2 zB Rafters®1 j I Th s plwn wws d.sign.d in aacardanoe with - �iimpsonm 1rn"F, c+o _ Gd.2 000 11 II Gdi+ian and}he rlwssabhuse++s]BO GIyR A}taeh 2 zB ledger 1 2 zB R-afters® 1!a'a "i 1.00 Bth Gdltion. Y m W m n Window pro+ec+ion+a conform with � sG-ews per node. 1 R%O 1.2.1.2 Pro+ea+ion of openings. h u mj N f+ I-L All 1"Iesurem.n+s/Olmensions are+. �n moan O a I I I a+time aF cons+ru f'on�rwl Gantrwc+or v°•@e a v ' E i f 0 II y �� j f, himpsonm Flip,-connectors® 1 DRAWING TYPE: I[; ��I I Firs}Floor Plan p ;_OOF FF-AMaFLAN - r'lbale: 1/4"- 1'-O" A}+ach 2 zB ledger w/aiimpsonm aiOhll I II I III I .. R-a screws per bade. JIIIIII Ez + q f'Prm q' 1 SHEET NUMBER: • IIIL I 2 �0 F p�'-EO � ay"..= Oc3@OE UI wv�EE WOO - Q/ U a0iu0 ou an I'ii Q � U an i I I I ..._.__........_..._.. Imp I J I �iimpsonm��Loranectors e 1!o"o.L. � q�y ��y Existing Framing •Y. f 2 As hal+shin lest+ ) .L. Asphalt shgleso<+yP ars e I ro"o } GrIX plywood rhea+hlnq({yp.l 1 I 2 L x0 oaf+ers e I!o'o.c. 1 I/2"G'OX plywood sheer+hinq(+yp.) ' Prayer vents e 1 G"o.L. woof-2-Wall Ven+TM 2 z0 R-af+ers e 1!o"o.L. C Q 0 2 x 4 hupr"i-wall 1 Proper vents e 1�"o.L. —y In UW-ion-%B 2'�igid foam insula+lone (!o"a.c. 2- 1 0/4"z I 1 7/B"VersaLamm 2, L_ _-- - rOi on H 2.�i hurricane ties e 1 la"a.c. --- _ rigid fea insula+ion e 1 J, m m s _ h' san H 2.ei hurr cane ties e I e", } P imp o.c. 1 -+o dryw Aluminu 9 yWe 1U 0 ' m gut+ers ells Aluminum ut+ers+o dr Its y I x_JIVG fnm to ma+Lh "1. -I x_PVG+ram to march � .... 2 xB Ga I g,l��Ists e l Co"o.L. X, continuous soffit vent(+yp.) 2/2 xB Headers(+ypJ bon+tnuous soffit vent-Oyp.) ~ I White cedar shingles a 91"+.w.(+YP.) - 1 White Ladar shingles a�i"+.w.(+ypJ ryvek housewra (+ ) 1/2"APA r.tad"full-height"rhea+hinq(typ.) r/2 kAPA ra+ed�'fu I helgh+"sheathing(4-yr.) LAU1.11J�Y GLO�JGT MA�iTeR-BATH � MAhTGR-6GOP-OOM � � O r 2 x!o Wall stud e 1 61"o.L.(typ.) I L 2 x!o Wall stud - - I 2.4 Interior walls e l!o"o.c.(+yp.l I v �i I/2^N.v.insula+Ion P-2 1 (tyP.) I I N.O.insulatlon P-2 1 (4'yp.) Z' o a'//4"APA rated f.44.sUbfloor I 9/4"APA rated t.1q.subfloar glued and nailed.. I glued and nailed.. (Q 't W ~ m o w N W I 9 1/2"AJOm 1 40 Joistse 1!o"o.L. RS 67 Z _ V• Ol j. 30 • h IUh 2 zilo%9 S e I!o-. 1 # � K N V 3 0 a L. I %/4"x 9 I/2"VersaLamm attached w/ I/2"4,.4" ND. .ula+on 90(+ p.) : 1 7 le'"AJIim 2 O 1 e", a 4- lag B"H.O.insulati n %O(+yp.) E /' Q U o m a- White dar shingles a=i"+.w.(fyp.) White Ledar shingles a"i"+.w. -A., (+ypJ w U " s Tyvek"housawra s m lu £ v Y P O'YP). - TYvek housewrap l+yp.l lu - UNFINIroHE(7 GELLAF- o iL 1/2"RPA ra+ad"full-hei +"shaathin (+ ) m o 9h 9 YP. I/2"APA rated"full-height'sheathing(typ.l L �m- UNFINIhHFA GELLA�- 2 x&W.11 stud e 1 lo"o.c.,(+yp.) 2 x—Wall stud e 1 Co"a.c.(+ypJ d `s `s - 9"Poured Lvwrete slab w/Fibermeshm 4 and to mil.poly vapor barrier. < 1 O"Anchor bdl+s w/ - 5/B"x 1 O"Anchor bal+s w/ -�' `m m I V Poured concrete slab w/F:4 a rneshm "x 9"x 1/4"Plate washers %"x 9"x I/4"Plate washers I and 1.mil.poly vapor barrier. 19 o.L.and B"from sill plate ends. 1 19 o.L.and B"from sill plate ends. _ e N e1 al+found.+ion se.lar p al+foundation sealer p -_ I Asph <ty .1 Asph (+y J m v�2 a v m -\e ms <� o%a S d r B"x 4'-O" oured Loncrefe Frost-wall m P B"x 4'-O"Poured 4o 6rete Fro,+-w.11 "continuous LonLrete9 ��J foo+in w/2 x 4 e I set on 1 G"x 1 2"continuous concrete m o`o c 9 k YwaY. I footing w/2 x 4 keyway. N @y m 6 d I @ m 0=p E N Q y 0 `my=Ea Z t f�ui�r�WG�eGTioN„�„ s".021.E f f N + �sspv w s �� t�yiLl�iNG�eGTioN"A" DRAWING TYPE: PUil ling heat ions"A"/"fb" SHEET NUMBER: i A400 av=EE Y m �E00Od�?w�1J 7 C�mn_ qja Rd' Z d I O I � W roimpsano��LonneL+ors e 1 fo"o.L. � Asphalt ihingles(+yp.) � 1/2"L.OX plywood sheathing(+yp.) . - B"H.D.Insulation %O(typ.) 2)4"uppar#I existing Framinq _ himpson H 2.5 hurricane ties a I cC Pimp—nm LU0 2 Lo-2 e 1!o"o.L. pad 2 x0's to 9 1/2" Aluminum quH ers+o drywells C 4 I x_PSG trim+o ma+Lh '� �_ L 9-1 9/4"x9 1/2"Ve—Lam h, - - 6on+lnuous soffit ven}(+yp.) 'Q > f White cedar shingles a 5'•+.w.(typ.) < O z - - + TYvekrn housewrop<+ypJ V 0. - f remove existing wall. —_.- H"re HaN i 1/2"APA ro+ed"full-height"rhea#hing(#yp.) w Q a v 2 x!o Wnll stud e I G"o.L.(+ypJ Q/ 0 OL _I I I %/4"APA rated tAq.subflaor 91/2"H.D.insula+lan 2 I (+yp.) glued and nailed.. ry z uO J v P_ Go ,�, W Q a m 1 %/4"x 9 I/2"VersaLamm a}}ached w/ 1/2"¢x 4" '". -`-- B H D.i sulation F-%O(}yp.) + p z °v N lag S.LrGWs e I%"o.L. E Iv Wp N K s White Ledar shingles a a"+.w.(typ.l ^ •.-� p w 3 # CJn J K E Existing Framing 3 Tyvekrn housewrap(#yp.) 4— m Q I Z W U m m i 1/2"APA ra#ed"full-Neigh#"4-4-hinq(+yp.) a UNFINIyHED 0. GELLAlZ- ° L N 2 xlo Wall stud e 1!o"o.L.(+yp.) W U o v 3 IL K �m a 5/a"x l o"Anahor bolts w/ I 9"poured LonLre+e slab w/Fibermeshm 9"x9"x P1a4e washers I and to mil.poly vapor barrier. 1 9"o.L.and 6"from sill plate ends I Asphal+faunda+ion sealer(+yp) 6"x 4'-0"poured Lo—rete Frost-wall se+on I&'x 1 2"Lon4-mu,us LonLre+e - footing w/2x4 key` Ay. c e o u Q o m n mpo°L3p \ z ;4 o Z �s = K4L�� DRAWING TYPE: P�Uildinq heG}ion"G" SHEET NUMBER: A 4 0 . I A g °€ Q �" nL s �3o°Em"woo �a Utz"ads o . _ m `o W v n`t�ot Q 7`o e`m- Suo9 1v la Q T a an 3 IL ® ® 0 o � Q 9 ►r4 L______________________________________________ Z LU ��eA�eLeVArI�I v O CO o v a � I - n n W f 0 Z •+.m+N m m u O V vN 0 - � •� Q � mU 3 0 v/ I LLU O• a- W O �o �o d 5oog I I I 1 I I I I I 1 00 mo`o ot3o \ sr a I I I �. 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BOURBEAU � oM DEED BOOK 27449 PAGE,266 f . • " ( I GRAVEL ua .I UIS77NG I DRIVEWAY ' I x E - DECK H I . ."�..�..,...l.,1.%.lI.%:.--.,.--N..II�...I.I,�I'-.71'I.I,��,� . o$ t 24.9' 3^ ^ 1 .00 _ ( j " op TION OF I' Z Q. �N EXISTING DECi� E ( ( W 8 'mow 41 _, .. TO BE REMOt�ED ( % ` C W a _ Q, i � o a o PROPOS ( g 13 C�s f k cs N 8 F00 R NT= EXISTING ' I I• n . II W Q.. . o qua a w ASSESSORS 550 S F, DWEWNG": I c> '. $ it `� p' �.5 S MAP 245 g` 1, I I Rj $ *. I. m PARCEL 1"12 0 M 11 ( 1� , 7,968t S F. I " 0.18t ACRES J} t l _ .J a- " ... - \ �°$ I z . 33 9' .00 0 z. , , , co co \ _ _ 1 117 FOURTH AVENUE 21 g 245.PARCEL .ri 1 I N/F ROBIN GOOD84ND, 4u o �~ RICHARD H. SCHOFlELD & DAVID W SCHOFlELD -:"I 1.:.t,.I...,�:.� I.._I,I,� ��. �.."I I.._ ,I.,��..-I� �" �=Q : .. DEED BOOK 18905 PAGE-271 . a I I 1 2#a_ .�.. I. I. II NN Y O ��m 2 @ ` r i o . . V - ,*h , ZONING DISTRICT RECORD OWNER: ;,r SOR'S M ,. R' *. . ESIDENTAIL . "ASSES AP,' 245,: PARCEL 112 s . . . . . . ., . KEVIN -P: AND PATRICIA,ELLIOTT . - , 8 JEWETT14TERRACE �° WORCEST . -;,MA 01.605 �' :, .. ,r �DEED BOOK� 3803 PAGE .246 . 1. 09 F O RT - VENUE . . , - _ �I Y . M1 ,,H �a I , MA .. . , 1. _ M 1 CERTIFY-THAT.TO` THE BEST, OF:� MY� KNOWLEDGE THE PROPOSED,'ADDITION , SH - HEREON IS IN. CO,M LIANCE `WITH ,FRONT; SIDE AND. REAR - of - �P� Mqs s SETBACK 'REQUIREMENTS AS NOTED, IN':•TOWN OF BARNSTABLE ZONING. 9� - BYLAW. AND IS NOT, LOCATED WITHIN A;SPECIAL FLOOD `HAZARD AREA �� SHA►EM, sN t o BRENNER" • g ` I - V THIS.:PLAN IS NOT.TO BE RECORDED'fNOR IS "IT`TO BE ,USED TO ;° �.. No 459I " :Q ESTABLISH PROPERTY,"LINES ��``ss,�Fc�sTE¢�° PREPARED BY. 'r AN ��/��r BAXTER'NYE ENGINEERING & SURVEYING `. _ `. 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