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0422 OAK STREET (CENT./W.BARN)
� � .-�, ���'.� �.0.a.�C CSfr�,e�' �'� a. _ � . r u t �r` - _. I - � 4 4 y ... 3 _''' # � ., _. .. � � n r �' 0 .. .. 8 O g. I � �pp � � � - � 9 .. pLr} Ii .. � �.. i 55 I ... .. - n �� � 9 .. n ,. o C .� -, .. �� - _,� i .. Y, .. �? � v u GL^w..'3.'Sv -v'7. - � �� B rro _ �...o N.."` v .. . c aT.O1'� -.v-�Yid, rD� .. � ..x- L ._�,- .� .�_ fi r .. �._ - a +. .. �1 r � �. BUILDING DER l p M ��ff F n 11 Il m 1W �! EB o;1 2021 rrC Energy, Inc TOWN OF BARNSTABLE Insulation Affidavit HomeWorks Energy has installed insulation'at the following address that meets or exceeds Massachusetts building code and IIC requirements. Project Address: Permit Number: EXPR-2140 Priscilla Laliberty 422 Oak Street Barnstable Massachusetts 02668 Location Material . Addt'I Thickness Final Assembly 1143lue Attic Floor Green Fiber Cellulose 4" 49 Knee Wall Dow Polyisocyanurate(R-14) 2" 7 Sincerely, Adam Glenn CSL#106148 HomeWorks Energy Inc. HomeWorks Energy 101 Station Landing,Suite 110 Medford,MA 02155 , wxpermitting@homeworksenergy.com (781)205-2201 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �Parcel Application # 4a70 Health Division Date Issued Conservation Division Application F(e Planning Dept. Permit Fee 3 ' Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address H QQ C)41'S S-�rcx=�r- �n Village Owner Cv-e�_. W c. u-Y,C-\ Address H.-la or-\_1\ Telephone b4" .c.R Permit Request a7_ Ms. t o �7 a�- c t n t w►`�'� roc �cwhle sL, PL %n s� I loc W 1`� (/l.ovn G c •cam. 5 K tt/ c.�c Square feet: 1 st floor: existing proposed — 2nd floor: existing — proposed 'Total new Zoning District R,*- Flood Plain Groundwater Overlay Project Valuation Construction Type �'3 Lot Size Grandfathered: ❑Yes &No If yes, attach supporting documentation. Dwelling Type: Single Family .6 Two Family ❑ Multi-Family (# units) Age of Existing Structure ( Historic House: ❑Yes Z-No On Old King's Highway: ❑Yes 9No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other WA- Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other _ AM- Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new sizq*Pool: ❑ existing ❑ new size PIA Barn: ❑.-e isting O:new-.,;sizdVft- Attached garage: ❑ existing ❑ new sized Shed: ❑ existing ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes . 0,No If yes, site plan review# `q Current Use 51 A-r ry- l Proposed Use e x r,.a rn APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name cz CJG.svm Telephone Number 5DR• (gyp-S3c Address w'���5 -V\ License# CG - 163 Q I� Home Improvement Contractor# Email S l&D C-A, Worker's Compensation # WC rx R'a)1 -Z)6 ALL COATRUCTION DEBRIS RESULT FROM THIS PROJECT WIL BETAKEN TO t 5 SIGNATURE DATE �l�% - 4_ FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED - MAP/PARCEL N0. T ADDRESS VILLAGE OWNER ` DATE OF INSPECTION: FOUNDATION E FRAME INSULATION t" FIREPLACE = ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL f - `t. GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT r ASSOCIATION PLAN NO. i k w Solareny OWNER AUTHORIZATION Job ID: , C r.:►*. Location: i as Owner of the subject property her authorize SolarCity Cora—RIC 168572 / MA Lic 1136 MR to act on my behalf, in all matters relative to work authorized by this building permit application and signed contract. 0) s re wri' eatur: Date °.4" �\3y�F� y yF ;: b iLE, ?i i! l�aisr G,,r. t„lartt Unit !1 !Asir# z �Nslxl�leti�t� OGWIftI"tM�tt Qt t't+ntt�:ttslrt'I� ' . t• " 1 JASON PATRY 821 SMWART RIVB , Abington MA ODRI v _ r }} ORkeafCo�aaurAtbin&[3*AmRegolaoori ti HOME IMPROVEMENTCONTRACTOR t Regl mftn: lam Typery�'! ExP : 3WM7 fiut eM C SOLAR CITY CORPORATION JABON PATRIY f r 24 ST MARTIN STREET 8L0 2tJw —�-- — `. kU4i3OROUGH,MA 01762' ueeermref.ry ! • r fxeC:Mr%% 1LICtG�G�''1�� Office of Consumer.Affairs; d.Business Regulation t/ 10 Park Plaza - Suite 5170 Boston, Massachusetts 021 116' >: Home Improvement Contractor Registration Registration: 168572 t Type: Supplement Card Expiration: '3/8/2017" ; SOLAR CITY CORPORATION r CHERYL GRUENSTERN - 24 ST MARTIN STREET BLD 2UNIT=11 MARLBOROUGH, MA 01752r� Update Address and return card.Mark,reason for changei sr,A a �; �o ;s Address srt Renewal ;.'Employment ost I L Gard <trice of Consumer Affairs&Business Regulation License or registration valid for''individui use only " before th'e ezpiratton date. If found return to:' OME IMPROVEMENT CONTRACTOR - Office of Constiiner Affairs and Busines's`Regulation ".• Registration: 168572 Type a q f. 10 Park Plaza-Suite 5170 Expiration: 3/8/2017 Su element Card P Bostori,MA SOLAR CITY CORPORATION CHERYL GRUENSTERN 3055 CLEARVIEW WAY SAN MATEO,CA 94402 Undersecretary VNot valid"without signature; " . r ' i e t - q . 42 The Cammosilvealth of miksachuseitts ` Department!of IrniltestrPalAccideni+s . 1 Gortgrnss Str�e�Srsite 100 Boston,MA 02.114--201 T www.rrtrrs&gnv/dta " Workers'Compensation Insurance Affii&iit:Builders/Csnftdors/Eleetricians/PilimbLi& TO BE FILED WITH THE PMMTTf ING AUTHORITY. Aggllcantlnformation Piease Print Lct=iltly',. NaMe(Di incsslOrasnizaUoivindividual): SalarCity Corporation— � z Address: 3055 CieaMew Way City/State/Zip: San Mateo,CA 94402 phone M (888)'786-2489 Are you ao cmploW.Cheek the appropriate bar; Type of project(rqu'sred). LQ I am a txhuplwer tuadh 12,500 oimioyees(fhdl sudbrpamime). 7. [].l e'w construction � 7-0 i an a solo proprietor or parinorship mid We no ewloyccs working 4r6rincht.,t 8. Q Rtlttlod©IiA$' aw tapacity.Ile wwWo'camp.irmuraw"I 34Ji am a htm=,..doir%all work tWAr.[No►coikers'camp,inshuanxih3cjairi d l t 9. Q UerueolitiDn 4.o I jar a hamwa eaer and witi be hiring coiltmewrs to coobet all%vorlton my property l will, 10 0 Bulldllil;addition a s=first all ccxstractors dicier hoes 1hUd rs,'cotapt USMioo iesuraacx orare sole' } h I l.[]Elt:ch'icel FCpttitS or additions proprietors with no sxnpioyec4. 12.[]Plumbing repairs or additions 5 1 mn a gehxxai,casuta tx end I have hired the suh-eiihntraclors listed on the attached slaxt Th snb-eonuactors have employees and have"kers•coup.howl me; I3.�Roof repairs, ese &E]We are a cuporfion and its offiocrs have examised their utgad of exemptloo per MM c. 14.�OIiYBr satar paflt fs 13Z§h(41 and we bwe rho employees,[No mikoW romp.'Insolence mqu€m4l y *Any%VUcortt dW checks box to mmt also 1111 ottc the so¢tion btiow showing their workc;S'c6mpeaWiM policy itfontmdoth. +I Imeowam♦rho subtttit this affidavit irAiming they are doing all wak and their hue enuside:cw&wtors must submit a raw oflidevht iudirating such tCoauactms that check this box mut ouoehadan mWitional sheet sbowidg die two of the sub-o BW.Wors artd MaM whether or 1101.those erotica hM UIVI07M• Ifthe gub-canft a ors bove ehnplate:es,they mast provide thou wdrkme amp.policy mmhher.. - 14l!!a:err�that is providing workers'Compensaitos lt;ssrt�tee jor rtry emtploys�s. Below fs llie priiicp,bad jvb site' filformado►� , _ '. Insttrattoe Cam any Name American Zurich Insurance Company, WC0182015-00 9/1/2016- Policy#or SetE ins.Lim#: Expiration Date: ' Job SiteAddirm. 422 Oak Street 1 , f_hy/Statc&ip;_West Barnstable,MA` 02668•, Attavh a copy of the workers'compensation poliq deckrttiun page(skowing the policy utumber:wad explmtf6k date). Failure to secure coverage as retluired tttudea t1tGI.e,l52,§25A is a Criminal Aola(ion punishable by a fine up tla'Si,500.00 and/or one-year'imprisonment.as wet as civil ptrtaltim in the form oft STOP WORK ORDER and arms of tap to$250.00 a day against the violator.A copy of this statement.tnay be fot'waWed to the 4ffTce of investigailons of the DIA for it urance �µ coverage verification. f I do kereby certl un4w the prints and penalties of perjury shut the Prsfonnwiox provided above Is true and ewect. a` asfln Ratr p Se telnber 4,2015 N ,. offuol use only. Do not write In this area,to be completed fry city or town o,�f 7clat ' }{ _ City or Town. Persnitiliken$a } Isssing'Apthority(cifcic one): ]l_Roartl ofHe;<itb 2.Baiislittg Departtnetn! 3.CitylTowltClark 4.Electricai'Inspector S.PiunsbirtgIaspecior` 6.Other , Contact Persoit: n Phone#• i ACORD� DATE i� o+m17 CERTIFICATE OF LIABILITY INSURANCE 1181170015 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 INSURSR(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the poiicy(les)must be endorsed. IK SUBROGATION IS WAIVER,subject to the terms and condlNons of Um policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In Hsu of such endorsem s. PRODUCER CONTACT f MARSH RISK&INSURANCE SERVICES 346 CALFORNIA STREET,SUITE 130D PHONE CALIFORNIA LICENSE N0.0437153 SANFRANCISCO,CA 94104 A11w Shannon Sw114t5-MM34 INsyne�ys).A>FaRallo coverw� :... - ..._'_..' NAIL 9 908301-STND-GAINUE45-1fi INSURER A:Zurich Amcrioan Insular Company 116636 INSUEyCtxpora0on INSURws NIA NIA _ 3065 Ciearview Way INSURER c:NIA _....... San Malec,CA 94402 WSURBT O:American Zurich 1ns+uanie Con pany f10142 rNSURER E... ...... MUPJM F COVERAGES CERTIFICATE NUMBER: SEA-0027t383" REVISION NUMBER-4 THIS 1S TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWlTHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO VMICH THS 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 CWMS- IJ• _.....TAWI11 . .. ............:................... ..... "POLItYEFF POLICYP.XP ..—. =!_ ......_..: ._ TR i TYPE OF INSURANCE I POUCV NUMBER MIDONMI I IMMIDIDAFMI UNITS A X 'COMMERCIALGEvMLUAB1UTY GLOM82016430 09I0112011i 091Q1I1016 EACH OCCURRENCEDAMAGETO S 3000,610 F. CYAIM154AADE n OCCUR - .PREppI$E$-.{Ea.Ql:aur a}. S _—_ 3.ODD.OM X I SIDE SZ50.000 I h1ED ExP(ahy onEFecsa!1. S. s• ._ ..x. .. _..- ? PERSONAL R ADd IN.nIRY S hr.E1L AGGRE[3ATEUMppiTAPPLIESPER I GENEPOLICY[..::.I JJEC7 'LOG PROD, S GOMPIOPAGG S -_ 6:000,000 OTHER. S .. A AuromoalLE LIA wTr ; BAP016Z017.00• 09/0112015 J�MII/20116 C ED SINGLELUdTF y - 5,000,0131) i LEs aqq.d49Si__..... X ANY AUTO I DODILY INJURY(Per Parson) X_. ALL AUTOS ED z" ASCHEDULED ' I BODILY INJURY{Per acdden0 S X HIRED AUTOS X... AUTOS I f - i ON-aAWEDP DAMAGE........ S ...._....... ._.. } COMPfCOLL DO: S $5,000 t;,6E RELLi A8 OCCUR I EACH OCCIMENCE S EXCESS LIAB CLAIMS MADE , AGGREGATE S D ETENTION D WORKERS COMPENSATION jWC0182014-D0(AOS) 0910112D15 (091D1I2016• XJPER oTH AND EMPLOMS'LIABILITY -O?AT.IfffE A ANY PFtOPRtErORlPARTMERXXECUTIVE YIN 15 00{MA1 09f0112D15 ' .00112016 El NIA' E-L EAC1iACCIDENT S 1.000.000 OFFICERITREM9ER EXCLUDED? i (MaMatoryln NH) -WC DEDUCTIBLE S50D,DOD - - .EL.DISEASE-EAEMPLO 5...__• 1,000,000 If yyeeaa desaide under DESCRIPTIDNOFOPERATIONS below E.L DISEASE-POUCY LIMIT '$ 1,060A� i OESCRIPTTON OF OPERATIONS I LOCATIONS I VSRdfS IACOIM"I,Adt.H fmW Rtrr>Am Sdw4do,may he attachpd 1(mare apace la requkedl EvWenceoflnsta w. CERTIFICATE HOLDER CANCELLATION SdaIC11y Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055Ck"IewWay THE EXPIRATION DATE THEREOF, NOTICE WILL BE, DELIVERED IN San Malso.CA 9W2 ACCORDANCE WITH THE POLICY PROVISIONS_ AUTH!ORILED REPRESENTATIVE ' of Marsh Risk&Insurance Services' Chuies Mammtejo 01988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 12014101) The ACORD name and logo are registered marks of ACORD t Version#49.2 oX"A olarcit _ September 3, 2015 Project/Job #0261764 t. RE: CERTIFICATION LETTER Project: Wiegand Residence 422 Oak St West Barnstable,MA 02668 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review_ was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes= MA Res..Code, 8th Edition,ASCE 7-05,and 2005 ND, - Risk Category= II r -Wind Speed = 110 mph, Exposure Category C, : -Ground Snow Load = 30 psf - MP1: Roof DL= 14 psf, Roof LL/SL= 16.2 psf(Non-PV Areas), Roof LL/SL,= 8.7 psf(PV Areas) - MP2: Roof DL= 10.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 21.psf(PV Areas) 4" - MP3: Roof DL= 10.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL-"— 21,psf(PV Areas) 7 , _ Note: Per IBC 1613.1; Seismic check is not required because Ss=0.19774 < 0 4g and Seismic Design Category(SDC) = B< D 41 On the above referenced project,the components of the structural roof framing impacted:by the installation of thei PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand.the applicable roof dead ' load,PV assembly load,and live/snow loads indicated in the design criteria above. - I certify that the.structural roof framing and the new attachments that directly support'the gravity loading and wind uplift loading from PV.modules have been reviewed.and determined to meet or exceed structural strength.requirements of the MA Res.Code,8th'Edition. 41 . a�• Please contact me with any questions or concerns`regarding this project, Q� JASON WIL 1AM TOMRN STRUCTURAL en Na.5t554 Jason W.Toman; P.E. Q O O/SD Professional Engineer T . ,�� T: 480-553-8115 x58115 email: jtoman@solarcity.com -p Jason Toman + Date:2 9.03 22:47:51'-07'00' 3055 Clearview Way San Mateo,CA 94402 r(650)638-1028 (888)SOL-CITY F(65 )638-1029 solarcity.com .AZ ROC 243771,CA CSLB 888104,CO EC 8041,CT HIC 0632778.DC HIC 71101486,DC HIS 71101488.HI CT-29770,MA HIC 1G857.MD MHIC 128W.NJ 13YH06160600. OR CCB 180498.PA 077343,TY,TDLR 27006,WA GCL:SOLARC'91907.0 2013 SolarCity.All rights served. 09.03.2015 4`��• Version#49.2 PV System Structural SolariCt , Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Wiegand Residence AHJ:-Barnstable Job Number: _0261764 Building Code: MA Res. Code,8th Edition Customer_Name: W__iegand,Craig s Based On: 'IRC-22009/IBC 200_9 Address: 422 Oak St ASCE Coder ASCE 7-05 City/State: ;_West 3arnstable, ,_mA ` _Risk Category_ ' .II Zip Code 02668 Upgrades Req'd? No Latitude/Lohgitude: 4�,.683163 _fit 70 355618 Stamp Req'd? ' Ye_s SC Office: Cape Cod I PV Desi ner: Tyler Sakai Certification Letter 1 Project Information,Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss =0.19774 < 0.4g and Seismic Design Category(SDQ = B < D 1 2-MILE VICINITY.MAP �i 6 A 2) DigitalGlobe, MassGIS., Commonwealth of Massachusetts EOEA, USDA Farm Service Agency, 422 Oak St,West Barnstable, MA 02668 Latitude:41.683163,Longitude:-70.355618,Exposure Category:C . I STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP Member Properties Summary MPl a7. Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Pro erties ''S an 1' 12:69 ft Actual D `9.25"I- Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A" 13.88 in.A2 Re-Roof No San 4 S. 21.39 in.A3 PI ood Sheathing- nYes F !, San 5, _98.93 in:^4 Board Sheathing None Total Rake Span 19.11 ft TL Defl'n Limit 120 S uM Vaulted Ceiling ^ �� ,� ���tYes-� '; ";'PV.1`Start" W 158 ft'" Wood Species '�°° , .f SPF , Ceiling Finish 1/2"Gypsum Board PV 1 End 18.25 ft Wood.Grade #2 Rafter Sloe 450 PV 2 Start Fb 875psi. Rafter Spacing 16"O.C. PV 2 End F„ :• 135 psi Top Lat Bracing .;Full PV 3 Start IF E"' n 1400000 si Bot Lat Bracing Full PV 3 End EM;n , . 510606 psi Memb r er Loadin Summa Roof Pitch 12 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.41 19.8 psf 19.8 psf PV Dead Load :PV-DL 3 0 sf x 1.41 4.2 psf-,== Roof Live Load RLL 20.0 psf x 0.60 12.0 psf Live/Snow Load :` � 'LL SLl'Z �.ft30.0 "sf, x 0.54 I�,i 0.29 716.2 f ,,,f,: Total Load(Governing LC TL 1 36.0 psf 1 32.7 osf Notes: 1. ps=Cs*pf,Cs-roof,Cs-pv per ASCE 7[Figure 7-2]"2. pf=0.7(Ce)(Ct)(Ij p9; Ce=0.9,Ct=1.1,IS=1.0 Member Design Summary(per NDS Goveming Load Comb CD CL + CL CIF Cr D+ S 1.15 1.00 1 1.00 11.1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 24 psi 0.8 ft. 155 psi 0.16 D+S Bending + Stress °x.484 psi 7.2 ft '1273 psi 0.38,_- D+:S , Bending - Stress -18 psi 0.8 ft. -1273 psi 0.0.1 D+S To R • 0 •. ' 20tal Load Deflection k 0.36 m ! : 598�r 2f _1 °'e 9'in +3S�i� � ; . �CALCULATION_OF DESIGN WIND LOADS MP1 Mounting Plane Information Roofing Material Comp Roof 1 _PVC System'Type TM � ��; SolarCity Sleek Mount Spanning Vents No Sta d ff Attachment Hardware ` Como Mount Tvoe C .L Roof Slope 450 Rafter Spacing_ — a 16"O.C. Framing Type Direction Y-Y Rafters PrinSpa X-XurlinsOn . aw ,,c „ P ly NA -- m Tile Reveal Tile Roofs Only NA Tile,Attachmeht System_ a„-Tile Roofs Only °:,7 nn NA Standin Seam/Trap Seam/Trap Spacing SM Seam On NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method 'e - ___ i :_ Partially/rully:Enclo_sed Method _ Basic Wind Speed V 110 mph Fig 6 1 F posure'Category a �' q ,s w, x E =, 1 C� a. Section 6 5 6 3_ Roof Style Gable Roof Fig.6-11B/C/D-14A/B Me�ean Roof Height 77 77 n 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor ' S"� Krt, t1:00 Sect&-6:6:5.7 .- _ Wind Directionality Factor Kd 0.85 Table 6-4 Im ortarice Factor I, •77 ,,° :3; 7:, 10 �. Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) - Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down _' GCO ipmm"' 0.87 Fig.6 116/C/D 14A/B Design Wind Pressure p p = qh(GC) Equation 6-22 Wind Pressure U ° -21.2 psf Wind Pressure Down 19.5 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64 39" Max Allowable.Cantilever ,,, " ., •,'Landscape 4�-a } .,,' "24" Standoff Configuration Landscape Staggered Ma a x_Standoff Tributary Are Trib_ " 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoffs =actual, _— 349-I6s _ Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/CapacitV DCR it 7 69.8% � k X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Max Allowable.Cantilever -_ Portrait 19" Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib _ 22 sf PV Assembly Dead Load W-PV 3.0 psf Net.W lJplift at Standoff_ ¢ ? T-actual , ;, Ibs � A ' Ne _atS _ Uplift Capacity of Standoff T-allow 500 Ibs Stdoff, errand Ca aci X= - s., ,DCR7 x 87.4% r ,' an =yt� . STRUCTURE ANALYSIS - LOADING SUMMARTAND MEMBER CHECK- MP2 - Member Properties Summary MP2 Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.501, Roof System Properties San 1 7.09 ft' -" Actual D :7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 10.88 in.A2 Re-Roof No San 4 S. 13.14 in.A3 Plywood Sheathin .;, " ,Yes � -..,•3S`an S-, I �1,1 .""I-47.63 in.^4 Board Sheathing None Total Rake Span 8.53 ft TL Defl'n Limit 120 Vaulted Ceiling .',=Nob PV.1`Start' 1:58 ft Wood S ertes " _ SPF., Ceiling Finish 1/2"Gypsum Board PV 1 End 7.25 ft Wood Grade #2 Rafter Slope V 220 PV 2 Start' S° -` F 875 si Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Pot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading mary Roof Pitch 5 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.08 11.3 psf 11.3 psf PV Dead Load, ._;: PV-DL" r3.0 sf .,_ '.a` x °108'�i 07V ? } : 3 2" sf" Roof Live Load RLL 20.0 psf x 0.95 .19.0 psf Live/Snow Load ll SLl'2 30.0'psf x 0.7 x 0.7 21.0 sf 21:0- f Total Load(Governing LC TL 32.3 psf 35.6 nsf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7(Figure 7-2] 2. pf=0.7(Cj(Ct)(IS)pg; Ce=0.9,-Ct=1.1,IS=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL CF Cr D+ S 1.15 1.00 1 0,73 1 1.2 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 22 psi 0.8 ft. 155 psi 0.14 D+S Bending +)Stress r w_,263 psi s-"44,ft.. 1389 `si :.-e 4 0.19. o-+ S ,Bending - Stress 715 psi 0.8 ft. -1015 psi 0.02 D+S Total Loed,Deflection w.' 0:05in.' 2030� ' A ft. 0.76 in.., 1201 &,' ce 0.06 Z �N. D'.`- S,' I �CALCULATION_OP DESIGN WIND LOADS=MP2 Mounting Plane Information Roofing Material Comp Roof PV System�Type'�°' �fr".w _ SolarGity SleekMountiA: '. Spanning Vents No Standoff Attachment Hardware Comp Mount TvDe C Roof Slope 220 Rafter Spacing_ _ 16"O.C. Framing Type Direction Y-Y Rafters PUdin.SpAcing « . X.-X PUrl ns Only x n .� €> _. .: NA` Tile Reveal Tile Roofs Only NA Tile Attachment_ System :'.�= Tle Roofs Only < ` ;I Jh, " ZNA .,,� Standin Seam/`Trap Seam/`Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind,Design_Method Partially/Fully EnclosedMethod Basic Wind Speed V 110 mph Fig. 6-1 _Expotegory _ �° C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B -,_ Mean'Roof,Hei lit ,H �._ °ar w ham' .,x 25.ft _ '_ �: Section 6:2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic,Factor —Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance--factor= I .77161 1.0 4 . Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(VA 2)(I) Equation 6-15 24.9 pslF Wind Pressure Ext. Pressure Coefficient U GC -0.87 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC W b' ' 0.45 Fig.6=i1B/C/D-14A/B Design Wind Pressure p p=qh(GC) Equation 6-22 Wind Pressure Up Nun) -21.8 psf Wind Pressure Down 11.2 psf ALLOWABLE STANDOFF;SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing-_ Landscape 64" 39" Max_Allowable:CantileverLandscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area _ TribQ 17 sf - -- PV Assembly Dead Load W-PV 3.0 psf Net Windllpliftat_Stendo_ff ,R ,x - „= T�actua_I " :' -352Ibs= Uplift Capacity of Standoff T-allow 500 Ibs St 7 77'703%.� D anffDemnd Ca aci N u � " . X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" MaxMa Allowable Cantilever Portrait—, 19" NA_ Standoff Configuration Portrait Sta area M_ax Standoff Tributary Area t '; 'Trib k 22 sf 4 -, _ PV Assembly Dead Load W-PV 3.0 psf ± ag N Net Wind!Upliftat`StandoffM _. T actin al ' 7-940 Uplift Capacity of Standoff T-allow 500 Ibs Standoff D and Ca aci d DC—R 7,7 88.1%d 7. - I STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK MP3 Member Properties Summary. MP3 Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Properties ""S an 1 s 12.73 ft Actual D 01 Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 _ _ A •10.88 in.A2 Re-Roof No San 4 S. 13.14 in.A3 PI ood Sheathing N ..' ,Yes : �,TM S an 5 '"'`t fr0, 1 , . .: °I AAUW1 11 '47.63 In:^4 ti ti Board Sheathing None Total Rake Span '14.61 ft TL Defl'n Limit 120 Vaulted Ceiling 'No'-. PV.T Start '" _ 1:33 ft VWood Species.' 2,,, `• SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 13.58 ft Wood Grade #2 - Rafter Sloe 220 PV 2 Start Fb 875 psi 71 Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing n' iri Full u°V PV,3Start . rs ._, _NO .. 1E:'pi 1-0 .�°, 1400000 psiI Bot Lat Bracing I At Supports PV 3 End Emi„ = 510000 psi Member Loading mary Roof Pitch 5 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.08 11.3 psf - 1.1.3 psf , ��.x18 ev �PV Dead Load ;V. _ j"PWDL sf a� 10 tr ., . � ,*st 3:2 sfA-0_ Roof Live Load RLL 20.0 psf x 0.95 19.0 psf Live/Snow Load LL SL1,2 R30.0 psf x0.7 I x 0.7 21.0 psf" ` 21.0 psf• ,;. Total Load(Governing LC TL 32.3 psf 35.6 nsf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C0(IS)N; 'Ce=0.9,Ct=1.1 IS=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CIF Cr D+ S 1.15 1.00 1 0.44 1 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 40 psi 0.8 ft. 155 psi 0.25 D+S Bending(+)Stress 869' si T2 ft. =4--1389 si. - 6__ 0.63 D+ S.,..,�Po Wending - Stress -15'psi 0.8 ft. -617 psi 0.02 D+S Total Load Deflection �1`,ff Df 5r `0.48 iri: "341t fVW_57;2 ft.4'`^ ,y i KALCULATIION aF DESIGN WIND LOADS -MP3 Mountin Plane Information Roofing Material Comp Roof - .-—r( ten.-,,,..,- RV Sstem T,_e ,< , : SolarCity SIr Rount,M Spanning vents No Standoff chmM Hardware R g Comp Mount Tvoe C Roof Slope 220 Rafter Spacing- i 16"O.C. Framing Type Direction Y-Y Rafters Pur6n Spaang, -- ;�X)(LPurlins OnlyNA', a m' Tile Reveal _ Tile Roofs Only NA —Ti le, _Atta—ch�ment_Sr_s-t-em r R-- _ O, �Ti�eoos nY ' ' Standing Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind:Desi n,Method ` ' ' �r° Partial FulFull Enclosed�Method " ""''i^ ,. r .; �g_t t :•� __ �M —IY/x Y— �------ Basic Wind Speed V 110 mph Fig 6-1 Exposure�Cateaory .� ;" C � Section 6. _6 y Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 fo o ra hic Factor K {, �n 9 P rt is r K 100 Section 6.5.7 Wind Directionality Factor ICd 0.85 Table 6-4 Importance Factor I 'Lo Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(VA 2)(I)22.4sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC u -0.87 Fig.6-11B/C/D-14A/B Ext:'Pressure Coefficient Down G ooWn "0:45` Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure U „ -19.5 Psf Wind Pressure Down P 10.0 PsIf ALLOWABLE STANDOFF SPACINGS ° X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever,"_ landscape 24"= __x. NA,.. Standoff Configuration Landscape Staggered Trib' . r Max Standoff Tributary�Area` ""° ¢ tt`` u .r :r �z� 177 sf ';9, PV Assembly Dead Load W-PV 3.0 psf Net Wind-UPlift at Standoff T-aca Ual Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 62.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48 66" Max AllowableCa_ntileverJ ;,Portrait �' r: 26'„ „' NA 7 A, .. Standoff Configuration Portrait Staggered Max Standoff_Tributary Area Trib _ -22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual 77; . -392 Ibs Uplift Capacity of Standoff T-allow 500 Ibs -.� - _ .� StandoffnDemand Ca aci �,.. na=.., �_�����:4xDCR'� � � �;__; . �-��..w*t ° � =a. f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map V l Parcel ODD 60 Application # 3 0.1 W470 Health Division Date Issued < a Conservation Division Application Fe Planning Dept. '`Permit Fee. Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address y 2 2 0 t9K 04 Village 0A7el lolIle.` e . Owner i' Address Telephone - Permit Request r Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation� .� oe 06construction Type Lot Size Grandfathered: Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family `W/ Two Family ❑ Multi-Family(# units) Age of Existing Structure (14.0 Historic House: ❑Yes 0 No On Old King's Highway: ❑Yes V No Basement Type: kFFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) 10 Basement Unfinished Area (sq.ft) Number of Baths: Full: existing z° new Half: existing I new Number of Bedrooms: existing _new Total Room Count (not including baths): existing 3 new First Floor Room Count Heat Type and Fuel: A Gas "❑ Oil ❑ Electric ❑ Other Central Air: W Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑'Ws ANo o O Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ neft si c Attached garage:A existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: C' o CO n Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ 3 = Cn Commercial ❑Yes ® No If yes, site plan review# c Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name C�6'�' (A Telephone Number �D S �9 '�� 1110,0 Address (2 D��C S License# .6Pd&.s'6b1 t Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE D— -7— FOR OFFICIAL USE ONLY APPLICATION# DATE.-ISSUED '. _ € MA_ P/PARCEL NO,,..-. Tfo ADDRESS_ ' VILLAGE OWNER r DATE OF INSPECTION: . 1 �-:FOUNDATION;. FRAME k " h INSULATION j "s FIREPLACE ELECTRICAL: ROUGH FINAL ' s PLUMBING: ROUGH FINAL G'AS_ , -^ ROUGH FINAL __ Pi'NAL BUILDING��-' .:���,{�s;.• •:� , , • ' s , R DATE_CLOS:ED.OUT . ASSOCIATION PLAN NO. ' R l The Commonwealth of Massachusetts Department i7flndustr'ialAccidents Office of Investigations 600 Washington Street . t Boston, MA 02II1 yy www,mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractor.s/Electricians/Plulmbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: - 7 .Z City/State/Zip: Io9/ ��ii'!� ~6 Phone #: .�— 2- 1 9 7� Are you an employer?Check the appropriate box: j Type of project (required): 4. I am a general contractor and-I 1. ❑ I am a employer with °., 6. New construction * have'hired'the,sub contractors,; employees(full and/or pait-time)., - -- ---•--- --- - - - •- - 2.❑ I am a sole proprietor-or partner- ..= listed on the attached sheet 7. ❑ Remodeling ship and have no employees , � These sub-contractor'slSavef ;` g• ❑ Demolition • working for me in an ca aci employees and have workers' g Y, P ty• � 9: -[] Building addition. , [No workers' comp. insurance comp.insurance. required.] ►. 5. 'We. art,a corporation and its t 10.❑ Electrical repairs or additions 3.)d I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself [No workers' comp. right of exemption per MOL 12:❑Roof repairs insurance required.] t c:152, §1(4),and we have no employers..[No workers.'. 13.❑ Otber, comp.insurance required.] ` *Any applicant that checks box#) must also fill out the section below showing theirworkcrs'compensation policy information. r t Homeowners who submit this affidavit indicating they arc doing all work and then hire outside contractors must submit anew affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of t}ic sub-contractors and state whether or not those entities have employees. If the sub-contractors have•cmployces,they must provide their workers''comp,policy number. ' I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information z Insurance Company Name:` Policy#,or Self-ins.Lic. #: Expiration Date: Job Site Address: City/State/Zip; Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MOL 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. li - I do hereby certify under the pains and penalties-ofperji ry that the information provided above is trite and correct. Signature Phone# 6ap 3' Z' ZIJ r �J Official ase only. Do not write in this area, to be completed by city or town official City or Town: Permit/ icen'se# ti Issuing.Authority (circle one): 1.SBoa'rd•of Health 7_Building Department 3. City/Town Clerk 4..Electrical Inspector 5, Plumbing Inspector 6..Other Y Contact Person: Phone#: f jowl", hformation and fnStructzons Massachusetts General Laws chapter 152 requires all employers to provide Workers' compensation for Lheit- rPloyees. Pursuant to this statute, an emplo),ee is defined as "..,every person in the service of another under any contract of hire, express or implied, oral or written." cation co oration or other legal entity, or any two or more An e�nployer'is defined as "an individual, partnership, asso i rp of the foregoin engaged in a joint enterprise, and including [he legal representati es of a deceased employe7, or,the receiver or lruste of a❑ individual partnership, association or other legal entity, mploying employees. Howevr the owner of a dwellin Ouse having not more'Lhan three apartments and who resi es therein, or the occupant of the dwelling house of ano er who employs persons to do maintenance, constnic 'on or repair work on such dwelling house or on lbe grounds or buil g appurtenant thereto shall not because of such mployment be deemed to be an employer.' 25C 6 also! tales that "every state or local licensi g agency shall withhold the issuance or MGL chapter 152, § ( ) renewal of a license or permit to o erate a business or to construct buildings in the commonwealth for any applicant who has not produced acce able evidence of compliancywith the insurance coverage required." Additionally,MGL chapter 152, §25C(7) s les "Neither the conuno wealth nor any ofils political subdivisions shall enter'into any contract for theperfoflhance o blic•work until acC plable evidence of compliance with the insurance requirements ofthis chapterhave beenpresented tn')the contractin authority." Applicants Please fill out.the workers' compensation affidavit complete by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s), addresses)and ph e number(s)along with their certificate(s) of insurance, Limiled Liability Companies (LLC)or Lim�ted Lipbilit Partnerships(LLP)with no employees other than the embers or partners, are not required to carry worke s' compensat�o insurance. If an LLC or LLP does have m employees,-e policy is required. Be advised that affidavit may be s mitted to the Department of Industrial Accidents for confirmation ofinsurance coveraAlso be sure to sign d date th•e affidavit. The affidavit should be returned to the city or town Lhat•thr applica Son for the,permit or license is. eing requested,not the Department of Industrial Accidents. Should you have any uestions regarding the law or if yo . re required to obtain e,workers' compensation policy,please call the De p riment at the number listed below. Self-] cared companies should enter their self-insurance license number on the a ropriate line. City or Town Officials Please be sure that the affidavit//i complete and printed legibly, The Department has provided a ace at the bottom of the aff day.-it for you to fill ro,trt in the event the Office of Investigations bas to contact you regardin the applicant. Please be sure to fill in the p��LOlicense number which will be used as a•reference number. In aMitio . applicant that must submit mul tip]ep'ermit/license applications in any given year, need only submit one affidavit indica[�ng current policy information(if n /essary)and under"Job Site Address" the applicant should write"all locations in (city or town)."A copy of affidavit that has been officially stamped or marked by the city or town maY be provid e d'`to�the applicant as pr�ofthat a valid affidavit is on file for fu lure permits or licenses. Anew affidavi lsnust be filled nu l each year. Wher 'home owner or citizen is obtaining a license or permit not related to any busineSPIP commercial venture (i.e. a dog license or permit to bum leaves etc.) said person is NOT required to complete this affidavit. nnnrAtinr]and shoo➢d shave any questions, The Office of Inveshgalrons wou ire n-kyon��auyam� �v+ please do not besitale to give us a call. The DepaAment's•address, telephone and fax number. 4 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 Revised 4-24-07 www.mass.gov/dia i i. of TKE t� Town of Barnstable o Regulatory Services .� s�rurszAstE Thomas F. Geiler,Director ,a� Building'Division Tom Perry,Building Commissioner 200 Mairi.Street,_Hyannis, MA.02601 WWWAown.b arnstable_ma.us Office: 508-862-403 8 Fax: 508-790-6230 EIO1 IEOWNER LICENSE EXEMPTION J Please Print DATE: JOB LOCATION: Ll 2 Z .Q/g'le Ls" . 7"C!iJI'Il - number strcat village ' "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRFSS: 1 "y �D x IO ( + eityhown state zip 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 Persons)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,faun structures. A person who constrgcts 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) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned "homeowner"ceitifies 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. Signatiirc of H cowna 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 homcowncr performing work for which a building permit is required shall be exempt from the provisions of this SCetion.(Section 109.).1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homcownar shall act as supervisor." Many homeowners who use this exemption are unaware that they art assuming the responsibilities of a supervisor(see Appendix Q, Ru)cs&Re ulatioiis for Licensing Constructiah Supervisors,Scction 2.15) This lack of awamcncss often rasults in serious problrrru,particularly when the homeowner hires unlicensed persons. In this ease,our Board cannot proceed against the unlicensed person as it would with a licensed. Supervisor. The homcowncr acting as Supervisor is ultimnatc)y responsible. To ensure that the homeowner is fully aw-c of his/hcr responsibilities,many communities require,as part of the permit application, that the homcowncr certify that hdshc understands the mspansmbilitics of a Supervisor. On the last page of this issue is e form currently used by several towns: You may care t amend and adopt such a form/catification for use in your community. Q:fomu:homccxcmpt c 'J ' e i} F THE To�,ti Town of Barnstable Regulatory Services , r YAH?fbTABLE, t ' p ' Haas Thomas F. Geiler,Director �D�fo 'tea Built ing Division Tom Perry, Building Commissioner 200 Main treet; Hyannis, MA 02601 Aown.barnstable.ma.us office: 508-862-4038 Fax: 508-790-6230 `\\\ 1� rop erty Owner Must Co plete'and Sign This Section If Using ABuilder as Owner of the subject.property hereby authorize to act on my behalf, is all matters rel 've to work authorized by this building permit application for- (Address of,job) Signatur of Owner Date Print Narne If Pro e Owner is applying for ermit Lease complete the p �` . P P P Homeowners Licen Ex emption xemption Form on 'the reverse side. Q:FORMS:O WNERPERMI5S10N JEFF, A NEW RES CHECK PASSED WITH THE R 15 IN THE SECTION OF THE WALL UNDER THE FOUR AWNING WINDOWS IN THE ROOM OVER THE GARAGE.THIS IS THE AREA YOU QUESTIONED.IF THIS IS OK CAN YOU CALL ME TO OK TO SHEETROCK THIS AREA? THANKS, CARY CASOLI a r rl ` REScheck Software Version 4.3.0 Compliance Certificate Project Title: CARY CASOLI Energy Code: 2007 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Conditioned Floor Area: 1520 ft2 Glazing Area Percentage: 12% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 422 OAK ST WEST BARNSTABLE,MA x � Compliance: Maximum UA:282 Your UA:277 N e Ceiling 1:Flat Ceiling or Scissor Truss 960 38.0 0.0 29 Ceiling 2:Cathedral Ceiling(no attic) 490 30.0 0.0 17 Wall 1:Wood Frame, 16"o.c. 1810 18.0 0.0 97 Window 1:Wood Frame:Double Pane with Low-E 223 0.340 76 SHGC:0.30 Door 1:Solid 21 0.250 > 5 Wall 2:Wood Frame, 16"o.c. 40 15.0 0.0 3 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1520 30.0 0.0 50 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 2007 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: CARY CASOLI Report date: 04/23/10 Data filename: Untitled.rck Page 1 of 3 74 REScheck Software Version 4.3.0 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-18.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Solid,U-factor:0.250 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints,attic access openings,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ A minimum of Class II(1.0 perm)vapor retarder is installed on the interior side of above-grade framed walls or it has been determined that moisture or its freezing will not damage the materials. Exceptions: Class III(10 perm or less)vapor retarder is permitted for vented cladding over OSB,plywood,fiberboard,gypsum,or for sheathing over 2x4 framing having insulation of R-5 or better,or for sheathing over 2x6 framing having insulation of R-7.5 or better. Materials Identification and Installation: Project Title:CARY CASOLI Report date: 04/23/10 Data filename: Untitled.rck Page 2 of 3 Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: 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: Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2006 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Certificate: Lj 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.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: CARY CASOLI Report date: 04/23/10 Data filename: Untitled.rck Page 3 of 3 2007 IEcc Energy Efficiency certificate Ceiling/Roof 38.00 Wall 18.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Window 0.34 0.30 Door 0.25 NA Water Heater: Name: Date: Comments: __.-,- - 'OWN OF BARNSTABLE BUILDING PERMIT APPLICATION.;, Map �: Parcel'CIS 5'w0® placation # Health Division ..'.Date Issued — Conservation Division Application Planning Dept: + ' Perm'it Fee' `7C�'iG`� Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis f Z Z Project Street Address /� 1, Village V' 2 ��Z of 1 "'ll.i1 �+J'•�Afn, /L Ot to I� 0 a (e) Owner IA�f�lr C 11 60�--i Address P��� `g c)A. �`� nP Telephone ' �6��7�7 2 C�,�1 � _gq z�qzy NiN- 032s6 Permit Request ���D (Je��Mi AAA Y\ W CoA, �T1pN �e '1+'111' �droor� 5 Square feet: 1 st floor: existing76 o proposed 2nd floor: existing 0 prop(R I Egrota ew v) Zoning District Flood Plain ND Groundwater Overlay(A o Project Valuation �J'~0 000"-Oconstruction Type W01 FfAW— : u �� Lot Size • Ac(`� 5525Se fS)Grandfathered: Yes ❑ No If yes,attach supportp domentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) 40 Age of Existing Structure 5:q Historic House: ❑Yes XN^^o On Old King's Highway: ❑Yes No Basement Type: )4 Full A)14 ❑Walkout ❑.Other 1`u it 6 Ase Ae.nt Basement Finished Area(sq.ft.) . Basement Unfinished Area(sq.ft) 93 6 Number of Baths: Full: existing_ new 344 Half: existing (' _new Number of Bedrooms: existing new f;�tl Total Room Count (not including baths): existing :3 new First Floor Room Count Heat Type and Fuel: - Oil ❑ Electric ®Other 0 i I HeAt `Eentral Air: i$Yes ❑ No Fireplaces: Existing 0 New ( (Gl ) Existing wood/coal stove: ❑Yes No Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing :new size t Shed: ❑existing ❑ new size _ Other: 20ii4 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ommercial ❑Yes No If yes, site plan review# Current Use 6-IMI 1P 'l Proposed Use S`i(\Q1e a 1� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number all 663 Address 1 ° d License# >n Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO • SiR-�dWo SIGNATURE GX44. DATE y f 3 FOR OFFICIAL USE ONLY r APPLICATION# 4 DATE ISSUED - r MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: u�z�o4 } FOUNDATION qlqlp ' FRAME S i INSULATION 419116 0*`f)23)Jb" FIREPLACE I� ELECTRICAL: ROUGH FINAL - I PLUMBING: ROUGH FINAL } GAS: - ROUGH FINAL FINAL BUILDING DATE CLOSED OUT r ASSOCIATION PLAN NO. �d(tNE I'p�� F ,. •, � � .L Town of Barnstable Building Department 200 Main Street iARNSTABLE : Hyannis, MA 02601 MASS. � 9� 1639. (5081862-4038 - r. Certif icate of Occupancy Application Number: 200903895 CO Number: 20100.135 Parcel 1D: 194005TOO CO Issue Date: 08/24/10 Location: :422 OAK STREET Zoning Classification: RESIDENCE F DISTRICT Proposed Use SINGLE FAMILY HOME Village: CENTERVILLE Gen Contractor: PROPERTY OWNER Permit Type: RC00 CERTIFICATE:OF OCCUPANCY RES Comments: Y e!L Building Department Signature Date Signed s ZHE>�,, TOWN -OF BARNS � .e ing Application Ref: 200903895 p * BARNSTABLE, I Issue Date: 09/29/09 -Permit, MASS. i639• �� Applicant: WASHINGTON MUTUAL BANK rFD MAC A Permit Number: B 20091851 Proposed Use: SINGLE FAMILY HOME Expiration Date: 03/29/10 Location 422.OAK STREET Zoning District RF Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 194005TOO Permit Fee$ 765.00 Contractor PROPERTY OWNER Village. CENTERVILLE App Fee$ 100.00 License Num OWNER Est Construction Cost$ 150,000 j Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD SINGLE FAMILY HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE.WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: WASHINGTON MUTUAL BANK, BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 120 INSPECTION HAS BEEN MADE. NEW HAMPTON, NH 03256 Application Entered by: JL Building Permit Issued By: TI-HS PERMIT CONVEYS'NO MGH C TO OCCUPY-ANYSTREET ALLY,.OR SIDEWALK OR A PART THE `rENIPORARILY OR PPWV:,'k IENTLYr ENcROACTIL,VIENTS ON PUBLIC PROPLRTY;`NOT.SPECIFICAI LY PERMIT.TED UNDER'THE BUILDING C'D MUST BEAPPROVED BY THE JUI S.DICTION S•1TCET,Oit P LLvuR ,DES.AS WELL AS DEP. HAND LOCATION OF PUBLIC"SEWERS.MAY BE`OBTAINED FROM THE`DEPARTMEN1 OFrPI)IILI('WORKS TIIE ISSUANCZ OF THIS PERMIT.DOES NOT RELEASE TIIE'APPLICANT FROM4 1IE CON DITIONS'OF ANY APPLICABLE"SUBDIVISION RESTRICTIONS T. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: � > 1.FOUNDATION OR FOOTINGS. ' 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORETIRST FLUE LINING IS INSTALLED. WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4..PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS,,STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT RAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). ,� M2 All BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 2 SoN: tt 2 1" 2 O �3 F-f-v%, hBPsk (:�D q1 jj.A �. 3 1 Heating Inspection Approvals Engineering Dept, Fi e t 2�tt-� Board of He t P:l9fo.S<y14/1 C�G�Id� `�,� D Ll—O 5 f 18� r- i.y��,:-•ram ..._'-..Y.�.+,Fti�. �.'.../�-.3)._. �ppIHE Tp Town, of Barnstable BARNSTABLE. Regulatory Services 9 MASS. 1639. Building Division pTFO MPy a, . 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction.Notice Type of Inspection +na Location 4J22 0o k S + Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 1 Qt t I. e c c. ; A'. 3 I J Gknc.,-� Aftc��C� l�r- ��+Sew.tY. STu. rwa�! EC4S'emev'� 4dirLIUCA'/ -4y-ea.NS neeAt� ( p_ (r, e � r 7 -cv d b 1 -V, J nS i i A�l•-�d k, � r' Iti c- 5 1 n. �S C M C.n- 11 C1 S 1�W�.�c J v (� tt tel iie ce ,L,) r f J -J Please call: 508-862-403-8,)for re-inspection. Inspected by 0,J1J'4'A /I /L Date 5J1010J�'� f I x. The Commonwealth of Massachusetts Print Form Department of Industrial Accidents Office of Investigations kv 600 Washington Street Boston,MA 02111 www massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print LoWbty Name(Business/Organization/Individual): CARY CASOLI Address:— PO BOX 120 City/State/Zip: NEW HAMPTON , N.H. Phone#: 603-968-7172/ CELL 603-892-9248 Are you an employer?Check the appropriate bog: Type of project(required): L❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers'comp.insurance comp.insurance.: required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.R1 I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no 13.❑ Other employees.[No workers' comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing ail work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to 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 certify under the pains and penalties of perjury that the information provided above is true and correct. Si ature: Date: 8/24/09 Phone#: 603-968-7172/ ELL 603-892-9248 ' 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#: r r REScheck Software Version 4.2.2 Compliance Certificate Project Title: New Custom Home Energy Code: 2006 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 135 deg.from North Conditioned Floor Area: 1693 1`1:2 Glazing Area Percentage: 11% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 422 Oak West Road Cary Casoli M.W.Design Barnstable,MA 02630 1530 River Road 17 Upper County Road Plymouth,NH 03264 South Dennis,MA 02660 603-968-7122 508-398-2359 ccasoli@juno.com Compliance:1.1%Better Than Code ::r r .;; ,f fir' • EJ t}` Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 936 30.0 0.0 31 Ceiling 1:Cathedral Ceiling(no attic) 186 30.0 0.0 6 Ceiling 2:Flat Celfing or Scissor Truss 762 38.6 0.0 23 Wall 1:Wood Frame,16"o.c. 504 15.0 3.3 28 Orientation:Front Window 1:Wood Frame:Double Pane with Low-E 62 0.340 21 SHGC:0.33 Orientation:Front Door 1:Solid 20 0.220 4 Orientation:Front Wall 2:Wood Frame,16"o.c. 604 15.0 3.3 32 Orientation:Back Window 2:Wood Frame:Double Pane with Low-E 78 0.340 27 SHGC:0.33 Orientation:Back Door 2:Glass f 40 0.330 13 SHGC:0.32 Orientation:Back Wall 3:Wood Frame,16"o.c. 426 15.0 3.3 26 Orientation:Right Side Window 3:Wood Frame:Double Pane with Low-E 35 0.340 12 SHGC:0.33 Orientation:Right Side Wall 4:Wood Frame,16"o.c. 426 15.0 3.3 .25 - Orientation:Left Side Door 3:Solid 20 0,220 4 Orientation:Left Side Door 4:Solid 20 0:360 7 Orientation:Left Side Furnace 1:Forced Hot Air 90.2 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other , calculations submitted with the permit application.The.pro osed build' has been designed to meet the 2006 IECC requirements in P P P �9 9 q REScheck Version 4.2.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title:New Custom Home Report date:07/22/09 Data.filename:C:\Program Files\Check\REScheck\#7923.rok Page 1 of 5 * t t 1 • f Name-Title.. Signature Date Project Notes: REScheck by Cape Cod Insulation,Inc. 455 Yarmouth Road Hyannis,Me. 02601 1-800-696-6611 y #7923 Project Title: New Custom Home Report date:07/22/09 Dat a filename:C:\Pro9 ram Files\Check\REScheck\#7923.rck Page 2 of 5 REScheck Software Version 4.2.2 Inspection Checklist. Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavty insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-15.0 cavity+R-3.3 continuous insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-15.0 cavity+R-3.3 continuous insulation Comments: ❑ Wall 3:Wood Frame,16"o.c.,R-15.0 cavity+R-3.3 continuous insulation Comments: ❑ Wall 4:Wood Frame,16"o.c.,R-15.0 cavity+R-3.3 continuous insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Wood Frame:Double Pane with low-E,U-factor.0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments, Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Door's: ❑ Door 1:Solid,U-factor.0.220 Comments: ❑ Door 2:Glass,U-factor.0.330 Comments: ❑ Door 3:Solid,U-factor.0.220 Comments: ❑ Door 4:Solid,U-factor.0.360 Comments, This door is exempt from the U-factor requirement. .Floors: ❑ Floor 1:All-Wood JoistlTruss:Over Unconditioned Space,R-30.0 cavity insulation Project Title: New Custom Home Report date:07/22/09 Data filename:C:\Program Files\Check\REScheck\#7923.rck Page 3 of 5 I Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: C7 Furnace 1:Forced Hot Air:90.2 AFUE or higher Make and Model Number: Air Leakage: Lj Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)Installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: - Lj Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: -Materials Identification and Installation: Materials and equipment are identified so that compliance can be determined. El Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. 0 Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. -Duct-Insulation: Li Ducts in unconditioned spaces or outside the building are insulated to at least R-8. Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. -Duct.Construction: I 0 Air handlers,flRer boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and .mechanically.fastened. All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure -systems.Tapes and.mastics are.rated.UL.18.1 A or.UL.181 B. Ej Building framing cavities are not used as supply ducts. 0 Automatic.or gravity dampers are.installed,on all,outdoor air.intakes and exhausts, . 0 Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature-Controls: ' Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. _Heating and-Cooling.Equlpment Sizing: El Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Lj Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and-Cooling_Piping Insulation: 0 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. 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. NOTES TO FIELD:(Building Department Use Only) Project Title:New Custom Home Report date:07/22/09 Data filename:C:\Program Files\Check\REScheck\#7923.rck Page 4 of 5 . F Project Title: New Custom Home Report date:07/22/09 Data filename:C:\Program Files\Check\REScheck\#7923.rck Page 5 of 5 r 20,06 IECC Energy Efficiency Certificate Ceiling/Roof 38.00 Wall 18.25 Floor I Foundation 30.00 Ductwork(unconditioned spaces): �. f" Window 0.34 0.33 Door 0.33 0.32 .. Forced Hot Air Furnace 90.2 AFUE Water Heater: Name: Date: Comments: f . C12 m 3!� QUITCLAIM DEED. JP MORGAN CHASE BANK, NATIONAL ASSOCIATION, with a usual place of business located at c/o Edelheit'&Associates, PC, 25 Braintree Hill Office Park; Suite 404, Braintree, MA 02184. = For consideration paid, and in full consideration.of EIGHTY THOUSAND AND . 0011.00 DOLLARS ($84,004A0) grants to CARY CASOLI with QUITCLAIM COVENANTS to wit: SEE-EXHIBIT."A„ATTACHED HERETO For title see Foreclosure Deed dated'Mayl:6;-2008, and recorded with the L Bamstable-County Registry of Deeds on June 13, 2008' at Book 22980, Page `305: This conveyance is made in the usual course of business of the Grantor and does not constitute a sale of all or substantially all of the assets,of the Grantor within the Commonwealth of Massachusetts. IN WITNESS WHEREOF, JP MORGAN CHASE BANK, NATIONAL ASSOCIATION has caused its corporate name to be hereto affixed and these presents to.be signed, acknowledged and delivered in its name and'.behalf by its Vice President:, and.hereto duly authorized this day of June, 2009. JP MORGAN CHASE BANK, NATIONAL AS§jOCIATION By: I musm, I i IDJOC 101:5 Its: 'Vice President State of Florida. County of Duval February , 2009 On this�day of February, 2Q09;-beforeme; the undersigned notary public, personally appeared 1 � I 0 DI, proved to me through satisfactory evidence of identification,`whlch W,as FNICE PRESIDENT ,to be the : person whose name is signed on the pr`ding or attached document, and acknowledged to me,that he%she signed it voluntarily for its stated purpose. a { Notary P My Commission Expires: e)rl �asaar Pueic , STACY L.MILLER * MY COMMISSION 8 DD 621922 EXPIRES:January 21,2011 r 0 Bonded Thru Budget Notary Services _ I - EXHIBIT A PROPERTY DESCRIPTION 425 Oak Street West- a1 a fable MA:f32b68: Tho land togetbar wtth the.buings,Otuated therein 13amstablc;(West),Barnstable County, Massachusetts§ bougdcdf and_descrcbed as fo}lows.. :.. Westetly.•by:land:now or formeriy of Rutb-H ;Catlinan, as shown on said plan:hereinatter mantioned,:une hundi4twenty-six:aad 251100;(1Z6.25)feet; Northerly;by:land now or formerly of J3azbara R Moore;as shown on said plan, one hundred.ninetysltve and fll/l00(195:03)feet; ` . Easterly;by_lend nopvst or fomnerly of Lillian M,Atwood et_al;.as Shaw an:said amd:291100.(197.29)feet; l�n;, , ':n.. . ninety-seven p W. Southeasterly by Oak Street,a Town Way,ae shown an aeidplan,one,luwdred:twenty:fpe and flQ/I QO(125.00) feet;:and 4p-PthwpsierIY,bY-land and 9/00(168.91)feet"war.fortnerlyof Barbaii Maoro,as shown on said plan,o e n hundiact:sixty eight ; The:above:described premises.gre showp ag_lot:2 on a plan°:..o£.F.aad entitled, '!Subdivision of- in°West $aniat$ble,'Ivlaes•?propsaty:o£Barbere:R.?�vioore,Scala l inch:equals 40 feat;April:a Q 1951 Ed`Kello Civil Engineer",which said plan is.duly t�coided.ur.Hamstable:Co , .145, unty::Regiatxy of Deeds to Plan Book.`1b2,'Page; Receiver's Deed-Page 6 Washington Mutual Bank-JPMorgan Chase Bank,National Association �z Town of Barnstable Regulatory Services Thomas F.Geiler,Director '1639. .� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION q Please Print DATE: ��// JOB LOCATION: H�Z- � I1C s�-reed l trul l\� number 6, 3 streetQD`QJ-16 village L/ "HOMEOWNER': Gill-V CA:50 ,, 663— / U Z ' 87 �Z ` name home phone# work phone# CURRENT.MAILING ADDRESS: ARW N,H- city/town state zip 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) The 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 Hom owner 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 Section127.0 Construction Control HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are 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 Supervisor. The homeowner acting as Supervisor is ultimately responsible. , To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she 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/certification for use in your community. Q:\WPFILES\FORMS\homeexempt.DOC �mE Town of Barnstable Regulatory Services 9BARNIffABM� Thomas F.Geiler,Director 039. A '°rEp met Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 i Property Owner Must Complete and Sign This, Section If Using A Builder I, ,(' CAS � l , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. yzZ ©AK 6+' gftr"bte' (Address of Job) Signature of Owner Date C` t(- q CAs®L- Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. QTORMS:OWNERPERMIS SION c r � c-t e �S c iii a O l!ndJ •' MAR-25-2004 23:42 RENEY MORAN TIUNAN 508 752 8895 P.01i01 ■; RENEY. MORAN at 11VNAN MORTGAGE INSPECTION PLAN ■� REGISTERED LAND SURVEYORS NAME GLEISON PIMENTA '' 75 HAMMOND STREET FLOOR 2 ; WORCESTER, MA 01610-1723 LOCATION 425 OAK ST. PHONE; 508-752-8885 Wt FAX; 508-752-8895 WEST BARNSTABLE. MA r RMTOCONVERSENT.NET r 7 A Division of H. S. & T. Group, Inc. SCALE 1 " = 40 DATE 3-26-04 REGISTRY BARNSTABLE OFED BOOK/PAGE 16665/154 (::KWED ; MENTS WEREPON MADE OF THEE AFRONTAGGEE AD ND 9U OING((S)} SHOWN S V ON TH19 MORTGAGE INSPECTION PLM. IN OUR JUDGd1LNT ALL �N OF PLAN BOOK/PLAN 162/145 VISIBLE EASEMENTS ARE SHOWN AND THERE ARE NO VIOLATIONS QEDRQ WE CERTIFY THAT THE BUILDING(S) I OF ZONING RE STRUCTURES TO PROPERTY (S) ARE NOT WITHIN THE LINE OFFSETS (UNLESS REGARDING NLESS OTHERWISE NOTED IN ORAWWG BELOW). EDWARD SPECW-FLOOD HAZARD AREA.SEE HUD MAP; ; NOTE: NOT DEFINED ARE ABOVEGROUND POOLS DRNEWAYS. SMITH,III j OR SHEDS WITH NO FOUNDATIONS.THIS 15 A W5111OAOE Na.Sails ^ 15C DTD 8-19-85 IHSP£CnQN T"NOT AN INSTRUMENT SURVEY. 00 NOT USE TO ERECT FFMCES. OTHER BOUNDARY 9TRUOTURE9, OR TO PLANT SHRUBS. LOCATION OF THE STRLFCTURE(S) SHO" HEREON 15 EITHER ��I� y FLOOD HAZARD ZONE HAS BEEN DETERMINED BY SCALE AND I•� REQUIREMENTS, RR T COMPLIANCE WITH LOCAL T FA O FO PROPERTY RCE M OFFSET C IS NOT NECESSARILY ACCURATE, UNTIL OF0FINITIVE PLANS ARE ACTION ON ER WARSS. IL TMA„MC�TIGESEC.R7. UNLESS ISSUED BY HUD ANO/OR A VERTICAL CONTROL SURVEY IS OTHERWISE NOTED, TH15 CERTIFICATION IS NON—TRANSOERABLE. PERFORMED, PRECISE ELEVATIONS CANNOT BE DETERMINED. a THE ABOVE CERTIflCATIONS ARE MADE WITH THE PROVISION THAT THE INFORUATION PROVIDED IS ACCURATE AND THAT THE MEASURE— `r MENTS USED ARE ACCURATELY LOCATED IN RELATION TO THE CERTIFIED TO: WASHINGTOM MUTUAL BANK PROPERTY LINTS. GLEISON PIMENTA 4 ti,t r �1 a ti I „r Y LOT 2 40,210 S.F. RP !�O JC I S r� ••� .Y0, J N r rr � I 36.5p ^ FT 5 49056155/1 W , L 2oO2 62 FT R. - STREET y 11� OAK c'�� 41.; RRDRRGRTIYR Ai'i•TCR•E/f.MAN11C- NARMN A, MACNAMFF - e DRAWN RY;SB TOTAL P.01 M.A.P. INSTALLED BUILDING PRODUCTS P.O. BOX 1309 SAGAMORE BEACH, MA. 02562 (508) 888-3599 (508) 888-9609 Fax Date job completed: Metr mf&.�c Address of foam application: -ZZ W Inches sprayed in: Ceiling Walls J o6 0o.5G Slopes Overhang Bsmt Ceil Stwl Blockers-& Runners Cath Ceil Cath Walls Knee Walls AM Walls Crawl Ceil Installers Signature: -- " v I ,� y .. ��i rf �+ .x iR + � .1�V A ��+�" ' � r ' P, ��� 'l r. ..'- 1 �., t .- e�� .� _ .��.r-BM1 , � , ;�. � t f�~ ,�:*�.t:. y. � P mar. 4 h r� � , 4 f: REScheck Software Version 4.3.0 Compliance Certificate Project Title: CARY CASOLI Energy Code: 2007 IECC Location: West Barnstable,Massachusetts Construction Type: Single Family Conditioned Floor Area: 1520 ft2 Glazing Area Percentage: 12% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 42: OAK ST'."`-Z—_ WEST BARNSTABLE,MA 02668 ::kt Compliance: Maximum UA:282 Your UA:277 V a` m P u @ aS » re Ceiling 1:Flat Ceiling or Scissor Truss 960 38.0 0.0 29 Ceiling 2:Cathedral Ceiling(no attic) 490 30.0 0.0 17 Wall 1:Wood Frame, 16"o.c. 1850 18.0 0.0 100 Window 1:Wood Frame:Double Pane with Low-E 223 0.340 76 SHGC:0.30 Door 1:Solid 21 0.250 5 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1520 30.0 0.0 50 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 2007 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title tigriaty Date Project Title: CARY CASOLI Report date:04/14/10 Data filename: Untitled.rck Page 1 of 3 f 4 REScheck Software Version 4.3.0 Inspection Checklist O\\f Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-18.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Solid,U-factor:0.250 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints,attic access openings,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ A minimum of Class II(1.0 perm)vapor retarder is installed on the interior side of above-grade framed walls or it has been determined that moisture or its freezing will not damage the materials. Exceptions: Class III(10 perm or less)vapor retarder is permitted for vented cladding over OSB,plywood,fiberboard,gypsum,or for sheathing over 2x4 framing having insulation of R-5 or better,or for sheathing over 2x6 framing having insulation of R-7.5 or better. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Project Title: CARY CASOLI Report date: 04/14/10 Data filename: Untitled.rck Page 2 of 3 1 Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: 0 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: Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. Lj All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181B. Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: 0 Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2006 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Ll Circulating service hot water pipes are insulated to R-2. 0 Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Certificate: Lj 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.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: CARY CASOLI Report date: 04/14/10 Data filename: Untitled.rck Page 3 of 3 r 2007 IEcc Energy Efficiency certificate Ceiling/Roof 38.00 Wall 18.00 Floor I Foundation 30.00 Ductwork(unconditioned spaces): q Window 0.34 0.30 Door 0.25 NA .. �. Water Heater: Name: Date: Comments: ��rrn ' y,rr� v r� t A scs YC. Ss•+` w s .�`f. .r•r iS.r j,' �{ �,,� .i,•r pw: kr '�` F7j•r�� � '""�rT`s �s- *�'... ..•.f�r,t y'� �cri�''ri yr 'n+3!• B r yb .:°i t r c f 4 r 7F�"V icy r.,r+. 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Cent. 6/27/06 C40 N W pp 00 777, y- ca mrt _ �' --- ---�--«- --•-- — —.�:• uYi hart - F mmew 4 y L s"e. —. -,"LL HE ff - "..'fir 5 � ��" WLL 165Mf sM�•`t�� Y Q 1r • y d N a F "Emlooi`'• s a . l T.OJ. ti iBJ.. FRONT ELEVATION RIGHT ELEVATION ya C4 r .. OKE DETECTORS, REVIEIAkED. n • s w B f B BUILDING.DE DATE ; ` w � m. - r, w , • � � , FIRE DEPARTMENTDATE - , BOTH SIGNATURES ARE RE UI W Q RED FOR PERMITTING r. • f uwi�owr - e�s.}oaa----- ------------ --- - - _--- --- — -- — _ z — — — — — — — —' It . -- — --- - — - —•— -—- -—-— —-— — — — — — — - - — — - WALL MEOW uwi Mawr: - -- ------------'-- `awiart . s r - —,��-- C-_---- _�— • _LL� Il--- ��L-- ------ '- —_ --- --, ro.--_ — -- — `;S _Tor. _I' �__. _ p W. 1,7�"Z�7/ . LEEIFFIllm- oil LEFT ELEVATION �4 3 REAR ELEVATION a' 4 _ cl�•Cl+s n � i 1 J I,r DO' 0-4 - N --- /W� 00 12 X 17 DECK .. A M 0 ASPECT RATIO 2.25 W/D x -. © O[ wnaoow i noox SCHEDULE :96 EAR PANG �' S o-l0 •� FIPOOVGT GO ".°m• CCUW OLGainA"G TOTAL FACTOR WIDTH-.....FULL HEKaN7 SHEATHING 44fi MIN, 1 6'4' • 7446 14 H'x 4'.0 V4' b s.• 40.0 o.s4 ad COMMON 3'EDGE SPACING. If FIELD SPACING 1 rr V A e X** Y-2 Vr x 6'4r iVesr; I b r b oAo C IIUOiQMq •'O'X 6'4r I X14 Rw O.x114 • ' LENGTH.....-FULL HEIGHT SHEATHING 22%MIN. 9 7 G �. xx DINING AREA cae s'O yr x ab an• ns 09. o.aa b 5/8 FIRE X GYPSUM + _ a s A n ■ w■ r4 H•x V4 w• r SIC IOA4 o.a4 3S ad COMMON 3'EDGE SPACING. Ir FIELD SPACING TAPED AND SANDED _ .. • O l lip-1 b �.�' aa•"m Liam Y40 Vr if•'r NEW., I WA IWA IWA V 'O 0 aaw Faa A•>m Y40 Vr x 6'4r NEVM) I n.• rL OAO hN 344" Y1 H•x 1'•e •� _ 7 I 3m Y,H•XY-0V4' f 4-m SO► 0-u 8 596 • p 9O' .r . w - - ''Q 9 �•0 I jJ _ � .-. �J `• ' - O• uuyenco=ow eea..oom.st ense eeoa.r.4 4 - a.e 06 O-V LVL NF4D9Q » Tr 4 --- ----=---------'- GARAGE 7 Y-M' r-41W _ - 516 EFis riaB SQ.FT. -8 16'-Ih' aep4•e.o.a+ w.o•eo.n. . Pcooe.0. au eo n. aoRe. .40 sv eo.Fr. .- _ - !� 0 O _ • - - 1®.C1lCK elrR.lm eY-•euAtaX°+erAL1eV - PANS O- - 4 • • b BEDROOM 01 LIVING ROOM a A h+1 r 4 Q IST FL-GROSS FLOOR AREA 936 SQ.FT. ? t by a 2ND.FL-GROSS FLOOR AREA 151 SQ.FT. r r - A A ~ g A A �■ TOTAL GROSS FLOOR AREA 1693 Sfi..FT. V s-0• p-0' 6-0• •'O• 6'O' 6'O' 6'-0' 6'-0' 6'O' GARAGE AREA 516 SQ.FT. Mo' a- _ FOOTPRINT 1545.6 SQ.FT. .-0• r FIRST FLOOR PLAN 936 SQ.Fr. �•/ HO E _ H , . _ r►� ,� ATTIC STORAGE a'- e'-iA' 1 4 W-V - Q e �Tl N .Cceee 1a�1/ N ° WALL 7a BEDROOM•3 y (of- 9 9 9 b 4 9 9 1S it S uNFM18N® - 3's• Y_zy 4',�y.• t BEDROOM n - - - 'o • A _ 4 9 n . o Lo" 11 .. ---- --------------' ----cos----------1 _ m 9 oolELe ic«e e■°Em unowe s'a'wu iv 9 +'4•WALL r4• rr 4 ,j. Y4'M Jr ACGme Kee - - 3a ALC 4ccxse n,, 2 _ WALL-2 �. r i 9 5..0. M O' D'-0• 01 n _ 3 u,-0. WALL°3 6.-0• WALL04 In 60'-o' SECOND FLOOR PLAN 151 SQ.Fr. s rl' ------------------------ • FRAMING DETAILS FOR NON CONFORMING WALLS (W F C M 110 M.P.H.) 10.sow TUBE Frcw .. � DROP T.O.F.4'FOR BLLKME•ep BELOW CWZADE •• 'f F t `3 4-10• 5'-4• - 79-10' . uo wL�o TW wCAP�2Xw w was Hy , Do . -93i wow ENIND U nu e1.00lCe17•r'o.c. ^ M . � � '• .-. � •4ere�nm(�•e coro+Ow Nwcw Ne0 0 i r{ , . z _ 79•M4X, ' ' i ; -5/8•AMGIOR DOLTS•]5'MAX - _ ,waeoe¢e wan ew.e ' . . . .". 1 r a11H eh'nwlaOm ROD ............ - .•�M»'a s� -- - --»- -- ' .».--•-•-•-•--------•---....-•-------•-----------------•- - -- --- -- ----- - - -- - r .n4e,•s n•,4,WA were . DOUBLE RIM JOISTS OVER ALL OPENINGS - 1 WALL •Z • • • WALLS 3 t 4 8 � s; to 3, � • ,,- _ 6,��#Q i _ 53fi�8 4•LALLr GOUa•1M6 ON Yas'X 7i'X 1'-0•COW-PAD6 4 i i� � � POCKET(TYPJ -, �-_- _-- ,P.L -_-• ,__--__� i-__---� i - Q -_�_»i i S• 19 CONC.uLALL Iww10w��e��$www�lwUw/ww/$ww� ww$uww�uuwnwm$nww f�Muw114S11 L --- wa.�w,.��4 e, .„.ew�.,,.wa,o.,re ON lb'X 6•FTC, i i •3/3XV GIRDER, �� P40TBNm sa coPr+Ow END 4'-0'BELOW GRADE ' ' • BEAM POCKET(TYP.j i 9 • a i i • . � a - , ; A•X YA•�.WALL ; � _ ,• O ON Yl'X 6'FTC. - ' C !VB Y OVIER CAP PLAT! Moe(cOwr.ii DU el.00NCgb.r•C.C. P. - n.erem ON V•a eOrrloPl ano(00 , _ - -- - -- - -- - -- - i �V�'q _ L > v ----•-------------- �.._ --- - --•'--� --� ---------- ' Ib•-lit• CIDUP 3.-�. 16'-B!S• i "Y �d --Sae'ANC*ORSO�TS.3V nax• 4• ----- - --- ----- ----------- -•---- ------------ - --77 - - - ' _ .. . 1i. -• ------------------ --------------- wauaoeme w0ua EP r--------- --0:----------»-'•- --------••----------•-- —- "v c LIM.YI ne Imo uMDo r . 74-0• S/A ANCHOR DOLTS•39 MAX. OR C"M MOLT.D"KK Q'!®161f B A FOUNDATION PLAN WALL •T O w v� tab' L 13 o' GENBQAL NOTES W ASPECT RATIO 1.78 - . . •,� - _ _ - - - - - - - - - - - - M DC@ G RIDGE WITH CONT.VENT W Dc6 RAKE TRIM MERE ONLY -,-. OVER FRAME 12M ROOF DC&FOR ALL OTNEIi -•=•WNTO DORMH¢ - . -� - ASPINLT 6NINGLE6 ICE AND WATER BARRIER ALONG EAVEA O FENCE BD. ALUM.DRIP EDGE �D _- - too -- - 1/Y C-D.X SMEATMING. F��7 �• -0' 2XS ram. _ - BLOCKING•7'-0•O.C.BETWEEN RAFTERS ON TWO OUTSIDE BAYS(Z-*COLLAR TIED ON ALL RAFTERS 2X12 MDR FRAME DORMM WALLA ONTO DOUBLE MAIN RAFTERS PROP.VENT ON ELOPED COLJNGS(EXCEPT DOG HOUSE) } RIGID INSUL IN DOG MOUSE RAFTERS •1 2C6 BAFFLE BLOCKING MXS RAFTER TIEDOWN6 DCA 60FRT,DO FACIA.DO FREIZE .. .. _ - - - --»--- - - »- - -•- - - - -- » - -- -. W T.J.I.JOISTS•16.O.C. CO CONT•SOFFIT VENT ff, PLY.SUBFl.00R ADJUST WALL/ffIGM LINE NE UP TND FLOOR - b(C MDR.RIP TO FIT6'-0' BLOCKING•7'-0'O.G.BETWEEN JOISTS(TWO OUTSIDE BAYS)- (PATIO DOOR) CLP.BD a W.C.SHINGLE 6IDING 13 RISERS TYPAR MOUSEWRAIR - _ - 'J V4'TREADS VY COX SMEATHING W/BLOCKING AT JOSTS OR CONTINUOUS VERTICAL e CIS STRAPS OVER ALL OPENING HEADERS 2X4X W S/S'6TUD6 ,C . - DOUBLE KING STUDS FOR ALL OPENINGS 31 P06TS ATTACHED TO 3/4 TOG PLY.BIJDFLDOR(GLUED) - F FTC.MWIT BOLTSIMP B N DCI06 Ib O.G. F LL BLOCK • — — ANCPNOR BOLT BASE P_.-----_ -G - IPICs Y-0•O.C.BETWEEN JOISTS(TWO OUTSIDE B.are) a i -_ _ ECG I:;tle •: I}' _=;i:u1=. _ •�LEDGERS SPACED _ P.T.ZC6 BILL O I II G IIp Ipn�;ir It (t r nr-f[ 1i�ll 1[ rl n L L fu-•• '. It 1 �7-:I' n IL-t-;r n P- (I Ik -I TMRu BOLTEV To L n l- _ u i RIM JO er•w•o.c. 3'a�' a-171I 6aL SEAL II [ f. [n }Itf U Ili I 11 .�.I- 14: fl, �ll 14 5/8'DIAM.ANu+oR BOLTS W1 6'-0•MAX.8PACIw [ r I {" Ai„_.E��1'• • i':; I#ii A t}ail,I'1(-if � 11 �• Q II p WATERPROOF COATING BELOW GRADE :� 8 }. GROSS SECTION B-B _ __ _ -• -- _ ••CONO AB m > 6 ML POLY VAPOR BARRIER A'CONC.WALL Q.ALL ENG1NEERm LUMBER TO BE SPECIFIED aY SUPPLIER i MANWACTME R CROSS SECTION A-A ON 16'X a•FTC. V bl� , ca..�C �� 1 s 89°0770".E'_ 195. Zoned., RF _ 01' Assessors Reference: Assessors Map 194 Parcel 005 TOO Assessors Map 194 Parcel 006 WOO Deed Reference Bk 23507 Pg 260 Plan Reference P1. Bk. 162 Pg 145 Flood Map Reference Lot 2 Zone 'C" /J O, 2 1 O 1- Sq. Ft. Community #250001 eb' 10 } r / 3.5' 60_0-------- -- i o - � -6.0 FOUNDATION AS—BUILT Existing 6'per" 75 Fo III unds tlon � 50 ';TCF = 102 33`; Barnstable, MA ____ / loca ted a t 24.0 ` •---- 36.0 N 422 Oak Stree t � 0,_ Centerville, MA q� �� �e9 / / Prepared For- Car 'y M. Casoll e�yo November 19, 0009 Scale: 1" = 30' 385 ,tw°F u4s PREPARED BY t0VVA1Q EAS SURVEY, INC. 141 Rte 6A PO Box 1729 C' Sandwich, MA 02563 62 yo Y s FG/2B Ph. 508-888-3619 Fx 508-888-2496 g y GRAPHIC SCALE A 30 0 15 30 60 150 0 �JJy ff ( IN FEET ) y 1 inch = 30 ft. DWG 6019 - Z SMQK D TECTDRS w00 REVIEWE00 WNSTABLE BUILDING DEPT. DATE '^ — — _ _ — _ -- — —� FIRE DEPARTMENT DATE BOTH StGWW-S—ARE-Rffl f3�F I17/NG sB E v I - IREQ —-—- -—-—-—IN�PORTAW—r-l�P GWA E« — .�- — — — — —------------------ — DING OF o Q. STATE BUILDING REQUIRE TI'f 'lfl�R SMOKE DETECTO THE EN IRE DWELLING WHEN ® ® ® ® ® ® ® ® s ONE OR MORE St� AREAS A ADDED OR CREATED. _ — NOTE: A SEPA ERMIT IS REQUIRED` FOR THE TAR e�eRoow INSTALLATION OF SMOKE DETEC RS.-THEE ECTRICAL r:1 w - - - —-�,•—-—-- - — —---—-— -'E-RMIT- flOTPATISFWHIS- 0 ►-a Q '-------_ -------------- U FRONT.ELEVATION RIGHT ELEVATION CARBONMONOX/DEA�RMS SMOKE DETECTORS REVIEWED u � MASS USTBEINST ACyUSETTS BUILDING U/C p���D ZF/a f T L BUIL ING DEPT. DATE O C w FIRE DEPARTMENT DATE w ►� BOTH SIGNATURES ARE REQUIRED FOR PERMITTING O o En N ..LL MOdW - —WYL 160MT -— Q — — — — — — - s - - -WALL.486W - f "r s f 0"'Lom — _— — — — _— MN�aaa MEIlA01� --—-—-—-—-—-—.—.—-—. — .— .. .—..—-—-—-—-— —.—_—.—._-— �: _ .— YY/1NeNIT _ —.—.—.—. — a Y l L"Now _ _ _—. _—.—. —_ —.--- ILI L LEFT ELEVATION 9 3 REAR ELEVATION 8 o , I • y' H'O' b'O' y'-2y p'_3y Of.-______ --------- ii . ---- LZl 00 12 X 12 DECK A cn 00 ASPECT RATIO 2.25 - __---• .._. -- WINDOW/DOORSCHEDUIE uuD .� � c • ' : O • FOODUCT COO! RO.SUE Court OLA66 60.n TOTAL FACTOR h 6NEAR PANS S _ S d!o ' ' • . • 3446 Y4,us•x 4••e vs• •10 s.• M.O4 O.3' LLRDTH......FULL FEIGNT BNEATNhJG 421i HIN. ^. b'i' n # �E- Ham• ecl COMMON 3'EDGE SPACING.l2'FIELD SPACING Y1 Y 4 x a • nor• 3'a vY x v4r nesr) 1 n 30 oAo Y-W ! C MAD606M •%0'.6'4Y 1 Xu Xu Om . • LENGTN......FULL NEK,NT BHEATNRKs 22fb MIN. 5/8 FIRE X GYPSUM .�,- DINING AREA O Cap 210 vt'x r4 ve T e n. ais 0— � �� TAPED AND BANDED : r a am is v x 34 w' WA wA wA s 8d COMMON 3'EDGE SPACING. lY FIELD SPACING Q G = • ? b 9 aw rRa LIsUR Y40 i!Y x•'4f/v[IeIY) _ /� 4 • • 7N•FM RATm YaO VY x W4r NO�IYI IL M1I OAO a a V « 364" Ys w•x t s we s ry AWN 034 S £ p n �- - bD to usx V-w Va 4_e3 e.o• O.a4 $ • 0 9'-0• S J AAM Y.4 w• - 4 S.e •f O�1 S i Q V 7 1 LVL NEAD9¢ _. - �Fy 7ae F- Q _ Yam' Ys• -rY -- Q J a•OOWe.0.l7 se ea.FT. 5 u•CCR8.O_34 tl LOS sa A. S DOple.O.A. .aO.FT. cmprK ornw,e.Sru.a�arTALLaR ------------- • BEOROO- 01 • LIVING ROOM OWEAR PANS OA O Q IST FL GROSS FLOOR AREA 936 SaFT. 13'-3' 2ND.FL GROSS FLOOR AREA 151 BQ.FT. r L y A A B A A Fa TOTAL GROSS FLOOR AREA W S3 ULFT• -. •'O' IYO• i'O' •'O' i•0• 6'O' 6°-0' •'-O' GARAGE AREA 516 BQ.FT. u,0• - 3•'O' FOOTPRINT 1545.8 8Q•FT. - FIRST FLOOR PLAN 936 BQ.FT. V . O E-I -I 1' 0 1. E N MA rLAn _ _ • - 4 ATTIC STORAGE a 6'44' 1 p u'b' 0 c NW+ 'WALL Aecaes BEDROOM 03 T •1_' .7 p� y1� f fl f '�����3a• •V e 3'-!• L D' O 2-1 + - s'i+ �Y-2U• 4'.iy `•t BEDROOM 02 a x qt`�101 i4 o S LOFT U ---- - b _______________F�1�R Cd�_____ J __ __ _ _ _ • . 'uzR C 4 4Y V 0oiaa A.C/[s eamaau aRoai• 9 f .4 y s'•Y WALL 9 M1 4.41'•LL Ys• tom' Z i 'i• Ys' Ya' 1= ACCE" AxN (� 'Cm ALCM& S _ W. r 1 a . Q b'-0• µ.-0• b.-0. O .� I A n0 3 . b'O' S'-0' 6'•2y' 4'Ah' b'O' D'O' D'O• 4 24'-0• UJALL•3 .-0, WAI L04 Y SECOND FLOOR PLAN 151 645 FT a r______________ __ FRAMING DETAILS FOR NON CONFORMING WALLS (W F C M 110 M.P.H.) ti p•60F10 n,6e FTC. z. .-0• , DROP T.O.F.4•FOR OU.KFIEAD GRADE ; eve YrGt 6 u`w. WRAP 4'40' W-4- 25'-10' AND wra To env W M a ee was H;,,r M V] N B ! A 400 i ---- 13 worrrcWAL as aLoclun.. o G A M - i r 0 h I I .oW-!O!1•HOLD DOaM6 • 6 •ZS MAX, i ; , in S/e'ANCHOR BOLTS 76•MAX e.e'nwf iDm"W - -- ---- - - ••-- Ae,m Da.oualr.InleTe _.. -_•--------••-••------------------------•••------- ' , artw Yx)x v4•uuaae DOUOLE RIM JOISTS OVER ALL OPEMNG6 i WALL 02 WALLS 03 t 04 • lift I i y 4•LALLY coua•INe ON - � iIt Q _ g€.� a X '; Ys'X 2'-&x I'-0'CONC.PADS - i .b. . ; I , ,.� i Y-4 • • i - ' &Am POCKET mt+.) �l ;• -8-CON wALL j $ un$aawumwwfaw$nwusyapuaa� r -- -—-.- WOWAL Mul OLCCK ,.6WATHM JOWM s ; FTC. ; , ; �/xcC GRDEIQ; y r rppm� rneTem 6m1 b carnoH Blow eo i i 4'-0'BELOW GRADE --------- ------- ,p aS r BEAM POCKET(TYP.; a !� � � i i • O (� ` i '• i •' 'eX T-V CONC.u1At I r _r 33 ON WX e•FRG. i c Lt 31� mup an*%M Der 6Twv i ; E ova"or Fun .,�nu e,ocX.n. o AND M e. v .ro rwt,TO ew .e ruaa resrs SAW wrtw�.a car�,w1 aa eo r , i !-- --•-- ------- - --•-- -- - •_ -•-! _ ,,x �, 3 FQ V E..� ----------------- - - -- ----------- - i Ib'-06 3'-2' Ib.-eK. I 7 S aim'ANCHOR BOLTS.30'MAx• Q »; -- - ----- - - ------------ ------ ---------- -------- -- ------ - i WOU44D61a NOW DO" ----^-^--------------------aim`iwciioii eoLie: `ndX --•- ------ ----------------- —' Wr SW s TE ft= c EPOIrI195COIEW 00 V 24 00 FOUNDATION PLAN WALL 01 n� B-0• GENERAL NOTES UF•� ASPECT RATIO 2.25 . _ - - _ - - - - - -- - - D(17 a(D RIDGE WITH CONY.VENT W . D%RAKE TRIM MERE ONLY OVER FRAME C/U ROOF _ O D(e FOR ALL OTHER - - --ZONTO DORMER - - _ _ _ A6PWLILT EFNNGLFm •. 12 ...p IrpR ICE AND WATER BARRIER ALONG EAVES Q• b o G D(e FENCE mD. AUJK DRIP EDGE CNV vY D D X SIEATMRK. G. '-0• _ 2Xe HOR. BLxxSlG•2-0.O.C.BENIEEN RAFTERS ON TWO ourecE mare r z(o x(a ) O' COLLAR TIES ON ALL RAFTERS MDR •`.` (s FRAME DORMs<e uLaLLe oNro DoueLe MAIN RAFTERS !t y s PROP.VO4T ON SLOPED CEILINGS(EXCEPT DOG HOUW) RIG[)IN&L IN DOG Hou6E RAFTeee D%BAFFLE BLOCKING i M26 RAFTER TWD011llb i D(e 60"IT.D(e FAGA.D(e FRECM SOFFIT YEW 14'T.J.I.JOINTS.LL'O.G. —— _ _ 3/4CTIG MY.&ASFLOOR(GLUED) AD"T WALL HEICiIT TO LOW UP 7ND FLOOR D(TJ"DR.RIP TO IN RT . . 6'-0• OLA:l -7-0.O.C.BETWEEN JOINT6(TWIG OUT6GE DAYS) (PATIO DOOR) CLP.W a W.C.6FANGLE 61DING 13 RISERS TYPAR HOU6BYR.AP = 9 v4'TREADS W COX SHEATHING W/BLOCKING AT JOINTS OR CONTINUOUS VERTICAL e CI6 6TRAPe OVER ALL OPENING HEADERS I� • 2(4X St 5/0'6RID6 a n DOUBLE KING 6TUD6 FOR ALL OPENW.6 221 POSTE ATTACHED TO 3/4 TeG PLY.6UBFLOOR(GUIED) ANCHOR BOLT mA6E _FTC"am SIMPSON �� O•G• �WS•7-0'O.C.MVWEM JOISTS(TWO OUTDNE BAY6) Q __� _Q�_ _ LEDGERS SPACED cl AND TMW Bol TED T P.T.D(f SILL Y fi895 41 - . i ']f _ I Rm JOIST. 3'-104' 6u L SEAL 6/e'OIAM.AHGFIOR BOLTS W/i'O'MAX.BPAG!(G (� WATERPROOF COATING BROW GRADE GROSS SECTION B—B i 4'C.OW—6LAB o MIL POLY VAPOR BA;RRIBt OONC A a ALL ENGINEERED umeErt TO BE sPECIFIEo BY SUPPLIER i nANUFAGTUReQ CROSS SECTION A—A 014 Isx S'FRG. ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER., BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. + r► CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY _ HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL — Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC ' LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). - MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. - NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON. CENTER UL-LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION -HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS - TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER T' �/ Voc VOLTAGE AT OPEN CIRCUIT VICINI 1 1 MAP INDEX W WATT • 3R. NEMA 3R, RAINTIGHT ' PV1 COVER SHEET PV2 SITE PLAN . PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES. 6: PV5 THREE LINE. DIAGRAM Cutsheets .Attached 1. ALL WORK TO BE DONE TO THE 8TH EDITION GEN #168572 ._ � ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH t THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. O+ MODULE GROUNDING METHOD: ZEP SOLAR AHJ:. Barnstable REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR' Electric (Commonwealth Electric) CONFIDENTIAL— THE INFORMATION HEREIN [ERER : J B-0 2 617 6 4 00 PREMISE O ff' DESfYtIP11ON: DESI(Y1: CONTAINED SHALL NOT E T SO FOR THE WIEGAND, CRAIG_ WIEGAND RESIDENCE Tyler Sakai solarCity.BENEFIT OF ANYONE EXCEPT SOLARCITY INC., YSTEM: ��� NOR SHALL IT BE DISCLOSED IN WHOLE OR INMount Type C 422 OAK ST 9.805. KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH WEST BARNSTABLE, MA 02668 THE SALE AND USE OF THE RESPECTIVE• anwha Q—Cells # Q.PRB G4/SC 265 24 St Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SIiEEI REV: DATE Marlborough,MA 01752. PERMISSION.OF SOLARCITY INC. T- (650)638-1028 F: (650)638-1029 EDGE sEl000OA—us000slvR2 7.74 327 0478 COVER SHEET PV 1 9/3/2015 (886)-SOL—CITY(765-2489) www.sla,aity.aa� I R ti PITCH: 45 ARRAY PITCH:45 MP1 AZIMUTH: 169 ARRAY AZIMUTH: 169 MATERIAL:Comp Shingle STORY: 1 Story PITCH: 22 ARRAY PITCH:22 MP2 AZIMUTH: 169 ARRAY AZIMUTH: 169 MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 22 ARRAY PITCH:22 MP3 AZIMUTH:349 ARRAY AZIMUTH:349 MATERIAL:Comp Shingle STORY: 1 Story C _ LEGEND 0 (E) DRIVEWAY Q (E) UTILITY METER & WARNING LABEL N N inv INVERTER W/ INTEGRATED DC DISCO P1 e 9 9 & WARNING LABELS , OB Inv © DC DISCONNECT & WARNING LABELS P2 AC © AC DISCONNECT & WARNING LABELS 0 DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS , D ; o STAMPED & SIGNED ' LOAD CENTER & WARNING LABELS FOR STRUCTURAL ONLY Front Of House A O DEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS q — CONDUIT RUN ON EXTERIOR ' --- CONDUIT RUN ON INTERIOR JASOdJ Wil. tAl�9 `� GATE FENCE O HEAT/PRODUCING VENTS ARE RED TOWN ® STRUCTURAL �' ��_ � INTERIOR EQUIPMENT IS DASHED t - No.51554 L �J SITE PLAN N FSsj NA1-` G Scale: 1/8 1' W y Jason Toman Date:2015.09.03 22:48:11 -07'00' 0 1' 8' 16' PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER J g-0 2 617 6 4 . 00 ```+ CONTAINED SHALL NOT BE USED FOR THE WIEGAND,. CRAIG WIEGAND RESIDENCE Tyler Sakai �� ! BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: SolarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 422 OAK ST 9.805 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES WEST BARNSTABLE, MA 02668 2a St Martin Drive Building 2 Unit 11 ORGANIZATION, EXCEPT IN CONNECTION WnH THE SALE AND USE OF THE RESPECTIVE (37) Hanwha Q—Cells # Q.PRO G4/SC 265 SHEET: REV. DATE: Marlborough,MA 01752 SO�SSION OFISMENT. WITHOUT T THE WRITTEN INVERTER 774 327 0478 PAGE NAME / / T: (650)638-1028 F. (650)631"029 SOLAREDGE SE10000A—USOOOSNR2 SITE PLAN PV 2 9 3 2015 (688)-soL-CITY(765-2489) www.solarcitycom S1 STAMPED &'SIGNED (E) 2x6 FOR STRUCTURAL ONLY (E) COLLAR TIE (E) KNEE WALL r� (E) 2x6 O 7r_1 �`� JAS061IN I h9 " TOMAN. O E LBW v` STRUCTURAL v No:595S4 _ S1 SIDE VIEW OF MP2 NTS . 14tT �Q B SS10NA1. '� 4" — Di y Jason Toman - Date:2015.09.03 22:48:15-07'00' MP2 X-SPACING X-CANTILEVER Y-SPACING' Y-CANTILEVER NOTES (E) LBW LANDSCAPE 64" 2411 STAGGERED ,. SIDE VIEW OF MP1 NTS PORTRAIT 48" 19" ROOF AZI 169 PITCH 22 MPS IX-SPACING IX-CANTILEVER Y-SPACING Y-CANTILEVER NOTES RAFTER 2X8 @ 16" OC ARRAY.AZI 169 PITCH 22 STORIES: 2 LANDSCAPE 64" 24" STAGGERED „ PORTRAIT 48„ 19,,. C.J. 2x10 @16 OC Comp Shingle p 9 - ROOF AZI 169 PITCH 45 RAFTER 2X10 @ 16"OC ARRAY AZI 169 PITCH 45 STORIES:1, { C.J. 2XIO @16"OC CompShingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP, LEVELING FOOT (1) LOCATION, AND DRILL PILOT S1 (E) 2x6. ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C 4" a ZEP FLASHING C (3) (3) INSERT FLASHING. 0 12'-9" (E) COMP. SHINGLE -14 • � (E) LBW. .(E) ROOF DECKING U (2) (5) INSTALL LAG BOLT WITH • SIDE VIEW OF MP3 NTS STEIEL LDIA AG BOLT LOWEST MODULE) � SUBSEQUENT MODULES. SE LI G WASHER. C INSTALL LEVELING FOOT WITH WITH SEALING WASHER. _ (6) BOLT & WASHERS. MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES (2-1/2" EMBED, MIN) LANDSCAPE 64" 24" STAGGERED (E) RAFTER PORTRAIT 48" f' 20" ROOF AZI 349 PITCH 22 RAFTER 2x8 @ 16 OC ARRAY AZI 349 PITCH 22 STORIES: 1 C.J. 2x10 @16"OC Comp Shingle PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN ao6 NUMBER: JB-0261764 00 WIEGAND, CRAIG WIEGAND RESIDENCE Tyler Sakai �\`t'• CONTAINED SHALL NOT BE USED FOR THE ���;SO�afC�t NOR SHALL OF ANYONE EXCEPT IN MOLE INC., MOUNTING SYSTEM: 9.805 KW PV ARRAY y NOR�RAu IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 422 OAK ST PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION,EXCEPT IN CONNECTION WITH MOWLM' WEST BARNSTABLE, MA 02668 THE SALE AND USE OF THE RESPECTIVE (37) Hanwha.Q—Cells # Q.PRO G4/SC 265_ 24 St.Marty Drive,Building Z Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN Z p PAGE NAME SHEET: REV DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC.. INVERTER. 774 327 0478 PV 3 9 3 2015 T: (sso)s3B-1ozB F. (650)638-1029- SOLAREDGE SE1000OA—USOOOSNR2 STRUCTURAL VIEWS / / (�)-SOL—CITY(765-2489) www•solarcriYcm a UPLIFT CALCULATIONS J SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 617 6 4 00 SolarCity. CONTAINED SHALL NOT BE USED FOR THE WIEGAND, CRAIG WIEGAND RESIDENCETyler Sakai �,BENEFIT OF ANYONE EXCEPT`SOLARCITY INC., MOUNTING SYSTEM: " NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 422 OAK ST 9.805 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MooutEs WEST BARNSTABLE, MA 02668 ORGANIZATION, EXCEPT IN CONNECTION NTH MODULES:- St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (37) HanWha Q—Cells # Q.PRO G4/SC 265 PAGE NAME-- SHEET: REV: DATE Modbomgh,MA 01752 SOLARCITY EQUIPMENT,'WITHOUT 1HE WRITTEN INVERTER T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE1000OA—USOOOSNR2 774 327 0478 UPLIFT CALCULATIONS PV 4 9/3/2015 (se6)-soL—aTY(765-2489) ,.seiercRy. n GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS - LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel.Number:BXH40/K Inv 1: DC Ungrounded INV 1 -(1.)SOLAREDGE #SEt0000A-USOOOSNR� LABEL: A -(37)Hanwha Q-Cells ##.Q.PRO G4/SC 265 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:222g68g Tie-In: Supply Side Connection. Inverter; 10000W, 240V, 97.5%q w Unifed Disco andZB,RGM,AFCI PV Module; 265W, 241.3W PTC, 40mm, Blk Frame, H4, ZEP, 1000V ELEC 1136 MR Underground Service Entrance INV'2 Voc: 38.01 Vpmax: 30.75 INV 3 . Isc AND Imp ARE SHOWN IN. THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL E; 200A/2P MAIN CIRCUIT BREAKER SolarCity (E) WIRING CUTLER-HAMMER IC1Vel'CeC 1 Disconnect 5 A i 200A 2P 7 6 SOA-USO E Dc+MIG ' -/ SE10000A-USOOOSNR2 Dc MP 3' 1X10 B 60A EGC..6 N I 4 MP 1:'1x14_ ___ MP 2, 3: 1x13(E) LOADS GND __ ______ GGDC+GECNDG JGND __ EGC--= --- - --- �----- J N I (1)Conduit Kit 3/4' EMT j iEGC/GEC _ GEC T- TO 120/240V . SINGLE PHASE I I UTILITY SERVICE '� PHOTO.VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc - MAX VOC AT MIN TEMP Ol2 Ground Rod: 5/8'x 8', Capper B (1)CUTLER-HAMMER #DG222NRB A (1)SolarCity p 4 STRING JUNCTION BOX �2�ILSCO#IPC 4/0-$6 Disconnect; 60A, 240Vac, Fusible, NEMA 3R AC 2x2 STRMGS, UNFUSED, GROUNDED DC Insulation Piercing Connector, Main 4/0-4, Tap 6-14' ., -(1")CUTLER- AMMER p DG100N8 Ground�Neutral Kit; 60-100A, General Duty(DG) - (37)SPLAREBDGE Ft3��300WS S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE )CUTLER-HAMMER #DS16FK ox 0•p m to , PV' .owe Optimizer, H4,DC DC ZEP. � AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Class R Fuse Kit (1)AWG#6, Solid Bare Copper . -(2)FERRAZ SHAWMUT#TR60R PV BACKFEED OCP n Fuse; 60A, 250V. Class RK5 . -(1)Ground Rod: 5/8'-x 8', Copper . . (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 1 AWG 16, THWN-2, Black 1 AWG6, THWN-2, Black 1 AWG/B, THWN-2, Black Voc* =500 VDC Isc =30 ADC 2 AWG #10, PV Wire, 600V, Black Voc* =500 .VDC Isc =15 ADC O (1)AWG 16, THWN-2, Red ©L*L(1)AWG#6, THWN-2, Red O (1)AWG/8, THWN-2, Red Vmp =350 VDC Imp=20.17 ADC O 1)AWG #6, Solid Bare Copper EGC Vmp =350" VDC Imp=7.47 ADC (1)AWG/6,THWN-2, White NEUTRAL Vmp =240 VAC Imp=42 AAC (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=42 AAC (1 AWG/10, THHN/THWN-2, Green._EGC. . _ , . ' 1 ro . . . . . . . ..-(1)AWG /6,.Solid Bare.Copper. GEC. . . -(1)Conduit.Kit;.3/$_EMT• ,. , . ._ . , _ • • . ,-(1)AWG#8,.TFIWN-2,.Green , . EGC/GEC_-0 Conduct;Kit;_3/4:.EMT• . .. .. . . .. (1;AWG#10, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG 10, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC O (1)AWG#10, THWN-2, Red Vmp 350 VDC Imp 7.47 ADC O 1)AWG #6, Solid Bare Copper EGC Vmp 350 VDC Imp=10.46 ADC ., . .. . . (1)AWG#10, THHN/THWN-2,.Green•;EGC. . . 2. . w. ( (2)AWG 06, PV Wire, 60OV, Black Voc* =500 VDC Isc -15 ADC O (1)AWG #6, Solid Bare Copper EGC' Vmp 350 VDC Imp=9.71 ADC PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HERON Joe NUMBER: JB-0261764 00 WIEGAND RESIDENCE � CONTAINED SHALL NOT BE USED FOR THE WIEGAND, CRAIG Ter Sakai a!,SO�a�C�t m BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ,` NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 422 OAK ST 9.805 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION NTH MoouL>x WEST BARNSTABLE, MA 02668 THE SALE AND USE OF THE RESPECTIVE (37) Hanwha-Q-Cells # Q.PRO G4/SC 265 24 St Martin Drive,Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME. SHEET: REV. DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: T: (650)638-1028..F: (650)638-1029 , SOLAREDGE SE10000A-US000SNR2 774 327 0478 THREE LINE DIAGRAM PV 5 9/3/2015 (888)-SOL-CITY(765-2489). www.solareftycom j; e o Label Location: Label Location: Label Location: (AC)(POI) 1 0 � (DC) (INV) Per Code: o _° Per Code: r ox ■ �> Per Code: NEC 690.31.G.3 NEC 690.17,E NEC 690.35(F) eo 0 0 � ° o ■ o- o F Label Location: TO BE USED WHEN y <. o.° ■ f1: - ■ o ■ ° o INVERTER IS ® p ® p ® (DC) (INV) 11a -o o ■ . Per Code: UNGROUNDED NEC 690.14.C.2 �' Label Location: Label Location: „ ° ° ° -a t� ° (POI) (DC)(INV)i Per Code: ° NEC 690.17.4; NEC 690.54 Per Code: �r.r o`■o o e . NEC 690.53 }, ° f ° ■ o•■ ■ 7 Label Location: ° �J � �� ,k (DC)(INV) ... f a�� r,r t7: Per Code: ry �o ■r NEC 690.5 C o- ;o ■ ■ t w �,r.. Label Location. 0 0 ■ o o- • �' O', (POI) :, ■ -o - e - Per Code: NEC'690.64.B.4 0 0 0 Label Location: CD (DC.)(CB) o ° ' Per Code: Label Location: NEC 690.17(4) 0 (D) (POI) o e o ■ Per Code: °• n o 0 0 • ■ NEC 690.64.B.4 - Label Location: ay (POI) Per Code: ON Label Location: t - NEC 690.64.B.7 o o p p p (AC)(POI) , ■o 0 0 (AC):AC Disconnect (C): Conduit ® ® Per Code: `1 (CB): Combiner Box (D): Distribution Panel NEC 690.14.C.2 (DC): DC Disconnect (IC): Interior Run Conduit "r Label Location: (INV): Inverter With Integrated DC Disconnect , ,ITMk (AC)(POI) (LC): Load Center Per Code: (M): Utility Meter NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL— THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR `���•�� 3055 geary ew way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, ��4�P SQL-) Y(765-8 89)w)63&1029 - i Label Set I (888}SOLiSTY(765-2489)wwwsalardry.com EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE • o larC i o SOLARg1Y EQUIPMENT WIIHWT THE WRITTEN PERMISSION OF SOLARGTY INC. S 1tSoiarCity I ®pSolar Next-Level PV Mounting Technology ',ASolarCity I ®pSOlar Next-Level PV Mounting Technology Zep syStenl Components , e for composition shingle roofs ltJp-roof Ground Zep .. .Interlock ' Leveling Fond Zep CompatiMe PV Module .. 7 . Zcp Grows T - _ Roof Attachment Array Skirl Description •FA j PV mounting solution for composition shingle roofs �GMPP�O Works with all Zep Compatible Modules • Auto bonding UL-listed hardware creates structual and electrical bond • Zep System has a UL 1703 Class"A"Fire Rating when installed using LISTED modules from any manufacturer certified as"Type 1"or"Type 2" Comp Mount Interlock Leveling Foot Part No.850-1382 Part No.850-1388 Part No.850-1397 Listed to UL 2582& Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 Designed for pitched roofs_ { Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 � ► • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 Zep System bonding products are UL listed to UL 2703 Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices - Ground Zep Array Skirt,Grip,End Caps DC Wire Clip • Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 . Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or"services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com.- responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. 02 27 15 ZS for Comp Shingle Cutsheet Rev 04.pdf Page: 1 of 2 02 27 15 ZS for Comp Shingle Cutsheet Rev 04.pdf Page: 2 of 2 { a Sol r+=qqSolarEdge Power Optimizer solar - 0 s Module Add-On for North America n P300 / P350 / P400 SolarEdge Power Optimizerp �{ " ' x $ i I " } P300 P350 P400 (for 60-cell PV (for 72-cell PV (for 96-cell PV Module Add-On For North America 9 _ modules)' modules) modules) P300 / P350 / P400 F c RINPUT Rated Input DC Powers� ...., m 300es) m 350eS. .. ..... 400 ., W O i Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc a s " .. .. .. ... - = MPPTOperating Range ...8 48 ..... 8-60... .. .........................80 Vdc .. .. .... .... .. .......... ................... ..... .... Maximum Short{ucuit Curren[(Isc).......... ..... ..... ...... .. ........ 10 .......................... ...Adc Maximum DC Input Current.... .......................................12.5 .. a.............. ...Adc Maximum Efficiency ........ .......... .... ....... ... ......... .. 9..:5 ........... ....... % ... '"•,. : Weighted Efficiency .... ... 98.8 ....%...... weighted ...... .. ............ ......... ................ ..... .. .................... Overvoltage Category II r , iOUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) 4 Maximum Output Current....... ............... .... ........................................15 ...... .. ............ V .. ...A.dt...... Maximum Output Voltage 60 Vdc x - !OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) I - Safety Output Voltage per Power Optimizer 1 Vdc 'G,2;7w- •- -./1�ea, `'. ,•n" c - "; r _ _ STANDARD COMPLIANCE ------------ EC . ....5C. asBIEC61000 6.2,IEC6100.0-6 3rt ... ........ ..Safety C.C.. d ............... ......D. RoH ft` - •� � � '� " f � � "� Yes !INSTALLATION SPECIFICATIONS�.- o' - Maximum Allowed System Voltage .. _. .. .. 1000 ... ,... Vdt I v - ...... ... ..Dimensions xLx H) 141x212x405/5 SSx834x159 min/in '1"' "` x'• -- Weight(including cables) - .....950/2.1 ....... gr/lb... ......... ..................... .. ............... ........... ....... ...... Input Connector ..............MC4/AmPhenol/Tyw .......... _,. .. .................... .................... .. .......... ................ ' Output Wire Type/Connector Double Insulated,Amphenol Output Wire Length. ............. ................................. ... 0.95./3.0.. �.......... .......1.2./3.9....................... .. ..�./ft.. _ " Operating Temperature Range ............... ..... ..............-40 +85./-40:+185.. ................. Y/.F... Protection Rating IP65/NEMA4 ......... ........ .. .............. ........... ... .. Relative Humid 0 ity .. ............ .. ....................... ........ ..... src nowa,arena mom,..Maas,e cm 1—a aWea , PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE t - INVERTER SINGLE PHASE 208V 480V 1 PV power OF/L1r1'IIZaL10r1 at the mOdU(e-(@VE!( - Minimum String Length(Power Optimizers)_ 8 10 18 Maximum String Length(Power Optimizers) 25 25 50 _ ..........-................. .......... - — Up to 25%more energy Maxim...................... ...._.......... Superior efficiency(99.5%) ...................................... ..... .......... - - Parallel Strings of Different Lengths or.Orientations .......Yes . — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading - - _ ....." _ — Flexible system design for maximum space utilization _ - - - Fast installation with a single bolt - - - - - - Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALV - PRANCE - JAPAN - CHINA - ISRAEL - AUSTRAUA www.solaredge.us { • - 1 Format 65.7 in'x 39.4 in x 1.57 in(including frame) i 0670 mm x 1000 mm x 40 mm) - Weight 44.091b(20.0 kg) Front Cover - 0 13 m(3.2 mm)thermally pre-stressed glass , with anti-reflection technology T •.� _ _ 'Back Cover Composite film - ~.. frame Black anodized ZEP compatible frame - ���,',.•-�,;' � _...-�»" Cell 6 x 10 polycrystalline solar.cells r - - junction box- Protection class IP67,with bypass diodesI IL T� - „,,,,�,,,,,,�rru,,,. .i°'h"•'"°"' -Cable 2 Solar cable;(i)a47.24 in(12.- 20O.mm),(-)a 47.24in Connector - Amphenol,Helios H4(IP68) ,ten,,.,,,I©-2.2'•'•^m r'. } ---._ter. .----�•--_-"'. - .. --_ - - _ '. 1 ' • • ' , I • - 1'4JLECTRICAL CHARACTERISTICS PERFORMANCE AT STANDARD'TEST CONDITIONS ISTC:1000 WAn2,25•C,AM 1.SG SPECTRUM)' _ �«. VOW n .t» ` POWER CLASS(+5W/-OW) [W] 255 260 -265 -Nominal Power P_ - �( .[W1 255 - - 260 265- ' - - ` .. - ,:Short Circuit Current. - - 1„ [A] > 9.07 - 9.15 9.23- - • ' • ' • Open Circuit Voltage - � Vor IV] 37.54 37.77 38.01' - . . :Current at Pm. - .. I. yy[A]T - .. 8.45 . . 8.53 _ - 8.62 - - - -- Voltage at P� - �V�„ �~[V]�-�-�- --30.18 - - 30.46 � 30.75 .. - __ _ - - with . I- r Efficiency(Nominal ..�..�...�.-•-p-"` '"--..•- .-°--. -•,.-,...,- 15 6 - a 15.9 ahblack Z pRCompatibleTMh frame reliable design evergreen improved aesthetics, opts- PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE(NO T:800 WAt12,45 x3°C.AM mized material usage and increased safety.The 41'solar module genera- POWER CLASS(+sw%ow)ow) [W1 255 260 265 tion from Q CELLS has been optimised across the board: improved output NommalPewer PN„ IW] 188.3 _ 192.0 195.7 field, higher eratin reliability and durability, Short Circuit Current Ir [A] 7.31 7.38 7.44 quicker installation and - Y g operating g `7 q i Open Circuit Voltage V, M - � 34.95 �35.16� 35.38 � more intelligent design. Current at Pam, I., ' [A] 6.61 6.68 675 fill _ N _ I Measurement tolerances STC:t3%(P );t100 (I,•,V,1. Vm M 2 Measurement28A8 28_) 29.01 g � - ' �- tolerances NOCT:t5%(P.,,);t 10%(ly,Vim,Imon Vmw)- -- men nn INNOVATIVE ALL-WEATHER TECHNOLOGY PROFIT-INCREASING GLASS TECHNOLOGY CELLS PERFORMANCE WARRANTY'� ra At least 97%of n 'PERFORMANCE AT LOW IRRADIANCE s1 .,, -')`t- ry�:r= n •Maximum yields with excellent low-light •Reduction of light reflection by 50%, I nominal power during 5i r - r '-- ........... and temperature behaviour. plus long-term corrosion resistance due ss. _ first year.Thereafter max.0.6%degra °ate "----_•Certified fully resistant to level 5 salt fog to high-quality "a dalion per year.At least 92%of nominal power after - •Sol-Gel,roller:coating processing._ m --- ----------------- A0 ye least nominal Power after '" - - '- ---'- -- - - ENDURING HIGH PERFORMANCE a zsyears s a __ •Long-term Yield Security due t0 Anti EXTENDED WARRANTIES All data within measurement tolerances. m Full warranties in accordance with the 140 2p0 x. PID Technology',Hot-Spot Protect, •Investment Security due to 12-year ,; warranty terms of the Q CELLS sales IRRADIANCE IW/••) - - ' „ organisation of your respective country. and Traceable Qualit Tra.QTM. product warrant and 25- ear linear y p y y _ �-"- -� .... � ° : ,. n The typical change in module efficient at an irradiance of 200 W/m2 in relation tyP g Y •Long-term stability due to VDE.Quality performance warrantyz. v-�•A'• «- °" A to 1000 W/m2(both at 250C and AM 1.5G spectrum)is-2%(relative). Tested-the strictest test program. TEMPERATURE COEFFICIENTS(AT 1000W/M2,25°C,AM 1.5G SPECTRUM) QCELLS - ' , .,! -�Temperature CoeHicieM of Iu a [%/K] +0.04 Temperature Coefficient of Vac f] [%/K] .- 0.30 � SAFE ELECTRONICS :TOP BRAND pv Temperature Coefficient of P_ y [%/K1 -0.41 NOCT [71 113 f 5.4(45 t 3°C) t •Protection against short circuits and .PnP "PROPERTIES1 DESIGN thermally induced power losses due to 2015 Maximum System Voltage V,n [V1 1000(IEC)/1000(UL) Safety Class 11 breathable junction box and welded - - Maximum Series fuse Rating [A DC] 20 Fire Rating. - - - -C/TYPE 1 r Max Load(UL)2 [Ibs/N2] � 50(2400 Pa) Permitted module temperature -40°F up to+185°F Cables. _ on continuous duty (-40°C up to+85°C) C Phninn -Load Rating(UL)2' - [Ibs/R2] 50(2400 Pa). 'see itistal6tion manual - - - - Cluallty sled "`! (ells•,: }. ! 1 1 1' 1 0 . �ems..,moe wan 1 BEest D b ryrhlllns' { - , , r . . • • , y, nwm'+ ;wa uma UL 1703;VDE Quality Tested;CE-compliant; Number of Modules per Pallet 26 5 • J IEC 61215(Ed2);IEC 61730(Ed.l)application class A '---- -THE IDEAL SOLUTION FOR: ID.40032587 "- '" ) Number of Pallets Ber 53 Container 32 Rooftop arrays on .. '`. ' �I ®. ;Q WNumher of Pallets per 40'Container _. _ 26 residential buildings _ QG�MPAT6 IQ E us Pallet Dimensions(L x W x H 68.7 in x 45.0 in x 46.0 in a" e oaC (1745 x 1145 x 1170 mm) MP • _ __ Pallet Weigh � --_1254 lb(569 kg) ` APT test Conditions:Cells at-1000 V,against grounded,With Conductive metal foil Covered module surface, �qC ,``�v NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use of g ' OMPP this pmduct.Warranty void if non-ZEPcertified hardware is attached to groove in module frame. See data sheet on rear for further information. - I Hanwha G CELLS USA Corp. 300 Spectrum Center Drive,Suite 1250,Irvine;CA 92618,USA I TEL.+1 949 748 59 96 1 EMAIL gcells-usa®gcells.com I WEB-gcells.us Engineered in Germany iCELLS Engineered in Germany. O CIELLS F 4 y -ry L° So a r _ Single Phase Inverters for North America v SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-USOCO / O1ar 91, 0 0 SE760OA-US/SE10000A=US/SE11400A US .Wr `' r� �v 1 � �"� SE3000A-US SE3800A-US SESOOOA-US SE6000A-US SE7600A-US SE10000A-US SE11400A-US i a, � kz, 1� 'OUTPUT � f SolarEdge Single Phase Inverters �� ' n Nominal AC Power Output 3000 3800 5000 6000 7600 9980@208V 11400 ' VA x �- ..... .... ......... ... ......... ... .. "i0000@2aov. ...... ' ' 5400 @ 208V 10800 @ 208V ,r Max.AC Power Output 3300 4150 6000 8350 12000 VA c .Ear ip "L rr ,P,wk 5450�°,240V. " ." 10950,�°1,240V For North America I ,. ;ti. . .............. .. AC Output Voltage Min:Nom:Max. • ,,,. 183-208 229 Vac ....... ............... ................. ................ .r............... .................. k.SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ r x Output Voltage -Nom �a.: AC Output Voltage Min:Nom:Max.1'1 SE7600A-US/SE10000A-US/SE11400A-US x _ s 211-240 264Vac .. ........ g ;; ........................................ .............. ............... ............. z' Z ��frr^r sy. ;' -� AC Fre uenc Min:Nom:Max.1t1 .. ...,. 59.3-60-60.5(with HI country setting.57:60 60.5) .. .. .Hz.... ........Q.....Y........................ . ... ... ...... .. .. ...24 @ 208V . .. ...... ... ... .. Max.Continuous Output Current 12.5 16 40V 25 32 42�l0 240V 47.5 A ..... ..................................... ................I...............I..21.�°.?... .. ................I................I... . . ... ................ . ....... - x....;• ., ,;- s . ..'. GFDI Threshold 1 ....:................................._................ :°' .... Utility ... ....... ........ ... ........ ...... ...... ...... . ' I Monitoring,Islanding Protection Country Configurable Thresholds Yes - I INPUT w Yes ..---+ae-.s+.«-...+.w,.".. .mn - n..... ;;ki :` c'} 4 P, 1 x' 3 fi* V .7•{ `^• a """'""""` �averte� •: ; •; n3� '"� a ';: -3: Maximum DC Power(STC) 4050 ,5100 8100 10250 „13500 15350�. W, C:c• G �':r ' a •• Transformer-less,Ungrounded Yes ............................................. ... .s',. _ �Max.InputVoltage.................. .......................................... ........ Soo ........... ."....................................... .. Vdc... {s { ......... . .......................... ......... ak4.•;< ,a..^x5.,� Nom.DC Input Voltage............... ............ ........... 325 @"208V/350 @ 240V... ......... .Vdc.... ...,. ,,,,,,..,,,y,-,s„�•<i off:...:' !•• k s ' ::n `� �,. k# r', q *L' o t„zb r,�'; �, ............. ........I:t .5 @ 208V. . .. .. ... ..... _ ..." .f '* „'.: M .:. ;. I"15;5"(°l"240Y.L. .. .............L"30S@ 240V.. ................ Max Input Current 9 5 13 18 23 34 5 Adc ».,..n' 1 a r•„> F4h x ., -0 ........................................... .............. ............... .. ..... ... ... �,, za x,' •" ?<-+z"7 ., �,,,. - ..Max.Input Short Circuit Current 45 .............. .Adc.... v :t 9k :fi .... ........... ..... .... .... .. .................... .......................................... Reverse-Polarity Protection ..... ................................................ .......... ............. .................. ........ _ ............ .. ................. .. .. ..... Yes...... "^'',5 � ' '" Ground-Fault Isolation Detection 600ko Sensitivity .... .. + a,^t ...... .. .. _- t m; < t .si�xps s=;a a;=^ Maximum Inverter Efficiency 97.7 98.2" ""98.3" ..98.3" 98" ..98" 98 ..,.... ............ ............ .......... .5 @ 20 ..... ............ .............. ....... .... .. .. .. ...CEC Weighted Efficiency 97.5 981.6 .SV. .. 97.5 97.5 .97....208V... .. 97 5 .. .. % ..... ..... ....... .............. ............... ..98"(a1"240V.. ................ ... ...... ...... .. ................ ..... ..... ,9 .. . <4 .... .. ....W.. Nighttime Power on r • - yr s- - .. r ... $- f i "' " �;, �•'', cation ntertaces RS485,RS232,Ethernet Zlg Bee(optional) ".".", .""., ••••••, ""•,•.•.• Supported dnCommEAT. I Revenue Grade Data,ANSI C12.1 Optio na hi..690 STANDARD COMPLIANCE _.12 Functionality enabled when SolarEdge rapid shutdown kit is installed(4) J ' f""'•^ �r ,„ , i * - Safety "".UL1741,,UL16998,UL1998,CSA 22.2"""""". .. ........... ........... ................................... .. .......... ................... ...... ......... Grid Connection Standards IEEE1S47 .................. ....................... ..FCC part15 lass B Lmissions INSTALLATION SPECIFICATIONS - ,,--,w- ..-,c� AC output conduit size/AWG range.................................. ...........................3/4"minimum/16-6 AWG......................... ..3/4"minimum/8 3 AWG ......... • 'I r? ,,. ,,; ` trlr, , - [a 1 v a DCinput conduit size/#of strings/ - 3/4"minimum/1-2 strings/ ¢^;; z� i a `^ a + s': 3/4"minimum/1-2 strings/16-6 AWG k. .............. .... ................................................................................ .... 14:6 AWG .... .. Dimensions with Safety Switch - 30.5 x 12.5 x 10.5/ in/ Di 30.5 x 12.5 x 7.2/775 x 315 x 184 h .............. ............... ........775 x 315 x 260........ mm .. .. ....... ..... .... ...... ..... ..... ...... ..... ..... .. t e I , p .^', I'$I`` ,,:", b ,s,n r,'^e, :' " r, • - Weight with Safety Switch........... ........51.2/2312.......... ... ...........54.7,/"24.7 ..........88 4%40 1 ....... lb/.kg... ..... ..... ..... ..... ..Natural.. ... .. . . .. �z I '.�<a ' - convection .... .,_. ,r. .s r .,y.•, v .`. '° o _ Cooling Natural Convection and Fans ans(user replaceable) fan(user - a f The best choice for SolarEdge enabled systems Nose...:........................:...... .................... .. ....... 25....:........................:. .repla�eab(e). :....... 50............ ...:....... ...dBA... • .......................................... .. .........................."........................... ........... - integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Min:Max.Operating Temperature -13 to+140/-25 to+60(40 to+60 version available1sl) F/•c Rang?................................... ................:......................................................................................................... ........... -� Superior efficiency(98%) - - Protection Rating NEMA 3R .................................................... ........... - - Small,lightweight and easy to install on provided bracket regional • • ple"se"" "ct ta" " " in For higher current l y be u ed;th[SolarEdge Apart. ' la A higher current source may be used;the inverter will limit its input current to the values stated. Built-in module-level monitoringpl Revenue grade inverter P/N:SE—A-US000NN R21for 760OW inverter:SE7600A-US002NN R2I. - 141 Rapid shutdown kit P/N:SE1000-RSD-SI. — Internet connection through Ethernet or Wireless - 01 40 yersion P/N:SEx—A-US000NN U4(for 760OW inverte,:SE7600A-US002 N N 1.14i. — Outdoor and indoor installation — Fixed voltage inverter,DC/AC conversion only tp .P t w�..s,tst y. r »,n3,v�y°y+;hf 'S +. *•G, s, .ems 1 / - Pre-assembled SefetY Switch for faster installation ;k {3 Optional—revenue grade data,ANSI C12.1 k . ,sunscec USA GERMANY ITALY PRANCE. JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-ISRAEL WWW.SOIaredge.US ar .Sx Us¢ '•. ' �' ^". ,� ; k . x Sch. of Pro osed Ele v s Continental Elev Ca ble vision of Mass, Inc. 101.5 Prop TCF Sill Map 194 11 110 112 e ,` � >zo� 100.8 Prop Finish Grade 9 House Fred 06 Parcel 003X02 114 116 99.3 Prop Invert out * House CB/ S69007 / ' CB/D HD __-1____ ________ _ ___ 195.01, - _-------- -------!-------------------- ---- , - - Fnd -- -------- e �° ape Sch. of Exis tzng Ele v's 100.00 F.G. over S. T. 99.3 Top of S T. 104 , LOCUS Lot 2 \ 98.2 Inv in 0 S. T. g `� /f 98 0 Inv out 0 s T. \� `�- U` 0-± Sq. Ft �16 LOCUS MAP 101:00 F.G. over D-Box \\ �� �` ; � '�\\ N. T.S { 97. 40 Inv in @ D-Box 102, - 97.15 Inv out (P D-Box _-__-- 101.9 F.G. over, SAS 970 Top of Chambers `� Existing , \ �, �> \ 96. 0 Inv in 6) Chambers jy ' S. A.S. -`� \ 114 94. o Bot of SAS C Azi-, ; See Chart ; Zoned: RF or1te1 ill tabhe for Ele v's ' ,,,' '-., ., ' ' Assessors Reference: Ie . 100. i (13' x 33.5) 4 Bdr System �►2 OQF ; Wj3' S00 Gal H2O Ghamber�'-r f `-- � n ``, ': Assessors Map 194 Parcel 005 TOO r� Q - Assessors Map 194 Parcel 006 WOO Deed Reference ,-Risers �41122 Bk 23507 Pg 260 Map 194 ' 18 x \ 11 Parcel 006X01 ^, Conc Access i \ amber '� Plan Reference (10 76)ExIs tin i ,, '\,,\ Pl. Bk. 162 Pg 145 b° 1 Flood Map Reference - - H 20 DE-6 't „ „ 981, `\ --------- w1RI;zer `� \ �`. Zone C 18" 24, Conc\Access �\ 10 yy�st Community , 250001 o D-Box � O ,\ -- \ Cenlarn$tabl CB%DH ExIst112 le', (97.07 �, 1500 Oral --�- �9.30) - \� �� ��� � P Ma 194 H 10 S- Tank. \\ . � Parcel 003XO3 10(� y -_ _----_ - 60 - - used = Car Prop s a, Bulkhear`�� \ 0 Garage 3 B_ 01.50 1 6 ' SILL 1 � j Fin Flr. o+ .0 24' SITE PLAN In o Barnstable, MA g PROPOSED DEMO �� ► ���' . '' . �\ - for ' CB/DH 52�p2 10o DEMO 0�' EXISTING E'.XISTING HO USE ' `� ' 1 AND FOUNDATION �} Prop �t ;x�' i ,a+ Fnd u HOUSE & F0 UN.DA TION DIW , o, Y � UP '-' - and for 5`\\ 91; , �,, PROPOSED <3 BEDROOM HO USE 5 �. \ loca ted. a t Map 194 Parcel 004 \ `� Wa tern" 9; 6'1)1 CB/DH 422 Oak Stre e t 96---r r �, ��� Curb W/Pig 91 �-�', W ��(\AOFhfgs Cen tervzlle, MA s 98 Prepared F`or. STONECn �No. 28980 o Ca ry� 19'1. Ca Soli °N BAN June 8, 2009 Scale: 1 = 20 -r; �, PREPARED BY ,' ' 6 EA SURVEY D1TC 141 Rte 6A PO Box 1729 a Sa n d WI ch, MA 0,256<3 FBdDH , ,`' COY- � W/PIP Ph.' 508-888-3619 .fix 508-888-2496 � ' gib GRAPHIC SCALE 20 0 1.0 20 40 80 Y� ( IN FEET ) 9Z 1 inch = 20 ft. ' DWG 6019 SMOKE DETECTORS REVIEWED -'aUl DIN DEPT. DATE FIRE DEPARTMENT DATE 00 DOTH SIGNATURES ARE REQUIRED FOR PERMIMNG O U � RIDGE HEIGHT 12 12 12 a c 10 - .0 o U U - - - o a p - - - - - - - — CEILING WEIGH CEIL. HEIGHT - — — _ _ _ — WALL HEIGHT = a- WALL HEIGHT[El — — — - — -- 12/12 12/12LLLUI U 3 ® ® ® - s - . '�- L - n. o_—FTT M N p Vu, a E C 2C++ r -r M x o C p m N no 0 �o o_ N Y 0:• o SUSFLOOR SUBFLOOR SUSFLOOR WALL HEIGHT WALL HEIGHT - — - - - - - - - -— _ � - - - - - - - WALL HEIGHT I+ SUSFLOOR _ _ SUBFLOOR — - -— T.O.F. - - Tlo.F - - — a ---- ---- FRONT ELEVATION RIGHT ELEVATION U M� rTl V — — — — — 12 — — — — _— 5/12 - - - - WALL HEIGHT 12/12 GEIL. HEIGHT - — - - WALL HEIGHT - - - - - - — — 12 - - - - - - - - - — — — — — 12 WALL HEIGHT S, S, LLLI LLL] LLLU LLLU SUSFLOOR — — —.- -SUSFLOOR - SUSFLOOR / SUSFLOOR - - - - - - - - - - - - - - - WALL HEIGHT — - - - - - - - - - - - - - - - - - - WALL HEIGHT WALL HEIGHT WALL HEIGHT - - o ITr ❑❑ LL SUSFLOOR LU - - - - - - - - - - - - - - - — - - - -SUSFLOOR - - — UJ — T.O.F. _ T.O.F. - — - - - - T.O.F. ±' — - _T.O.F.- - — w a q (Y- q LEFT ELEVATION u REAR ELEVATION } w N C1 4 0 -0116 : FRAMING DETAILS FOR NON CONFORMING WALLS W.F.C.M. 110 M.P.H. 10" SONO TUBE FTC-is. z 4-O" BELOW GRADE Z z DROP T.O.F. 4 FOR BULKHEAD ' , WRAP SIMPSON CSI6 STRAP W EVENLY OVER CAP PLATE 4'-10" 5'-411 25'-10" AND NAIL TO STUD WITH 2X4=8 8d NAILS � Q U M 2xr 7 � � 00 o4 r---------, I — HORIZONTAL 2X4 BLOCKING g 16" O.C. z FASTENED WITH 4/ Sd COMMON EACH END • v D I I I I 5 �t I 1 10 1 v 0 �9 a 6'-611 HDU4-SD82.5 HOLD DOWNS a ' ° ' ' ' 5/8" ANCHOR BOLTS w 25" MAX. _______________ WITH 5/8" THREADED ROD r--------------------------5/8" ANCHOR $OLTS_g_25" MAX,---------------- - i i -----------------2811 ---------------------------------------- ATTACHED THROUGH JOISTS D D ° 77 WITH 3"X 3"X 1/4" WASHER d r-----=------; ----------------------------------- ------ �------------ �-------------=, o �� DOUBLE RIM JOISTS OVER ALL OPENINGS # #4 W.s UJ S3 WALL #2 � 4 U C_a 1 I T p c al I I I UCL - I I z I 1 = C O O iv (L ' 4" LALLY COLUMNS ON Q ' ' - -4 X I I I � ' I I cil p CA-- 0 g'x 2-6"X 2-611 X I-0" GONG. PADS r i p p -3 'o a 2 I 1 Q Q y I I I 13 1 ('n Al U 1 v i i v i�j — _ _ _ _ — •3 to �O T-9" l'-4" 1-4" '1'-4" 3'-1�21 " 3'-14 Z I D °LDEAM POCKET (TY,P.) P.L. BOyE I , W (k I ------ --- --------------'--- ---1------------- --- L-'--- 1--I Ito O 8' CONC, WALL Q I _ ____-____-=====1=== =_______________J___ _______ _='-==t HORIZONTAL 2X4 BLOCKING s SHEATHING JOINTS ---------------- --------- - I I , �- , --T------ � �� - � --r--------------�- --r-r-- r e 1 � FASTENED WITH 4/ Sd COMMON EACH END • O 11 11 = I ° I 13/ 2X12 GIRDER: P.L. A50VE I I ON 16 X 8 FTC, U 1 ° I -------- --- ' 'Ql \'1 4'-0" BELOW GRADE Q I __----__ ----- I O _ D BEAM POCKET (TYP,), Ii -------- U i o iU I 1 I I I Iz ________ @ I It(1 = I Ow Q ° 8"X �'-9" GONG, WALL --- ---- I I ; T N I Z u u ___ ____ N i I hl j p WRAP SIMPSON CSI6 STRAP I ON 16 X 8 FTC. co - EVENLY OVER CAP PLATE HORIZONTAL 2X4 BLOCKING o 16" O.C. U AND NAIL TO STUD WITH 2X4=8 Sd NAILS FASTENED WITH 4/ ad COMMON EACH END --- ---- i i ff► a z --- ---- 1 - o I- W O � p M i I--------------------------------------------------------------------• i iO > �,�� 4'p I a _ Q � o . p a o ', v o p a o -, _ o p a P ". v o e p a o ". , , 11 UP I n I u I ° , Y � W 1 o� a o° �' p o `° , 16 —1� 3 —2 16 —8� I a I`Q uQ, 1 � °` �.-� — --- --------------------------------------- -----, ° � Q wws° Z -------------- 5/8" ANCHOR BOLTS 6 39" MAX. 0 ----- ---------------- ------------------- --------- --------------------------------------------- to = M7�5>sb-- -- D All v '. HDU4-SDS2.5 HOLD DOWNS � f p- ---------�--------------- -------------------------------------------- ---------------------------------- — - WITH 5/8" TIE ROD AND EPDXY 5/8" ANCHOR BOLTS Is 39" MAX, o , a ,o J. a o o a ,o OR ANCHOR BOLT. 12" MIN. EMBEDMENT r 24'-0" 36'—O" e e e e e e e ° v MM D D t> 60'-011 V�O O 4 4 4 ol FOUNDATION FLAN WALL #1 O 13'-O" GENERAL NOTES T 1 v ASPECT RATIO 2.25 I�/I 6 12 2X12 2X12 RIDGE WITH CONT. VENT IX RAKE TRIM HERE ONLY - OVER FRAME 12/12 ROOF ____ _ 1X8 FOR ALL OTHER - - E %\ONTO DORMER 12 ----- = 12 ASPHALT SHINGLES Q H O `.` 2X12 HDR, ICE AND WATER BARRIER ALONG EAVES -- ----2 12 t V G° IX8 FENCE BD, 12 ALUM. DRIP EDGE h+l N I 12 --- p -- --- 2X10� 1611O,C. ' -- 10 1/2" G.D.X. SHEATHING ..) 11 2X8 I(o O,C, -- `l -- BLOCKING 'S 2'-0" O.C_ BETWEEN RAFTERS ON TWO OUTSIDE BAYS l 2X6 ) "'-ol O 2X8 HDR. ' 12 G° +/� 2 X 6o COLLAR TIES ON ALL RAFTERS 2X12 HDR. FRAME DORMER WALLS ONTO DOUBLE MAIN RAFTERS O PROP. VENT ON SLOPED CEILINGS (EXCEPT DOG HOUSE)r+ - RIGID INSUL IN DOG HOUSE RAFTERS 1 I r r r 2X6 BAFFLE BLOCKING I I H2.5 RAFTER TIEDOWNS 1X8 SOFFIT, IX8 FACIA, 1X8 FREIZE CONT. SOFFIT VENT 14" T,J.I, JOISTS s 16" O.G. � - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2X10'm 16 O,C. 3/4 TtG PLY, SUBFLOOR (GLUED) 2X12 HDR, RIP TO FIT 5-0" BLOCKING 9 2'-0" O.C. BETWEEN JOISTS (TWO OUTSIDE BAYS) ADJUST WALL HEIGHT TO LINE UP 2ND FLOOR (PATIO DOOR) GLP,BD < W.C. SHINGLE SIDING 13 RISERS TYPAR HOUSEWRAP �0 9 1/4" TREADS 1/2" CDX SHEATHING W/ BLOCKING AT JOINTS OR CONTINUOUS VERTICAL O ct) C16 STRAPS OVER ALL OPENING HEADERS LL t>J 2X4X 92 5/8" STUDS C N DOUBLE KING STUDS N FOR ALL OPENINGS -� w _z POSTS ATTACHED TO 3/4 T4G PLY. SUBFLOOR (GLUED) w FTGs WITH SIMPSON 2XIO10 16" O.C. BLOCKING sm 2'-0" O.G. BETWEEN JOISTS (TWO OUTSIDE BAYS) ANCHOR BOLT BASE F.T. 2X8lm 16 O.C. Q U1 ff DECK LEDGERS SPACED Q IK Q Da; IT TEff7 AND THRU BOLTED TO 3'-lO� SILL SEAL -411 a" ° DIN — � - _ °D D� RIM JOIST 's 16" O.C. - O O} J—11 , — O Q O c dH. �I oTF IT WATERPROOF COATING BELOW GRADE Lu D D o GROSS SECTION 5-5 _ a� w O 4" CONC. SLAB 6 ML POLY VAPOR BARRIER ()_ 8" GONG. WALL ° tU Q d ALL ENGINEERED LUMBER TO BE SPECIFIED 5Y SUPPLIER / MANUFACTURER GROSS SECTION A-A ON 16"X 8" FTG. 60'-O" vJ Z z 19'-O" 5'-O" 9'-2V2" 6'-0" W --- Q ' I I 00 12 X 12 DECK z M I ' o , a ASPECT RATIO 2.25 2 8 ° o o _____, O WINDOW/DOOR SCHEDULE a, W/D SHEAR PANEL PRODUCT CODE R.O. SIZE COUNT CLASS SQ.FT TOTAL U FACTOR F " " -2 �L B-16 3 2 5 6 �i� i� - O 2446 2'-6 1/8" X 4'-9 1/4" 10 8.13 65.04 0.34 UJIDTI-I......FULL NEIC-jHT SHEATHING 42% MIN. "� "� 30 24 - (2GARAGE) 't I -O' OB 3068 3'-2 1/2" X 6'-I1" (VERIFY) 1 20 UNIT 20 0.40 (DEFAULT) ° 8d COMMON 3" EDGE SPACING. 12" FIELD SPACING 2'-8" 2'-4' _ U o C NLGD60611R 6'-O"X 6'-11" 1 31.14 31.114 0.31 c: 0 3 ---------------- 2, o_ o C235 4'-O 1/2 X 3'-5 3/8 I ` >,° rn T DINING AREA _ ° " " 9.9 9.9 0.32 ° ° ° ° - (nw' ncW LENGTH......FULL HEIGHT SHEATHINGS 22�o MIN. 5/8 FIRE X GYPSUM `" �� cn O OE 2432 2'-6 I/8" X 3'-5 I/4" 2 5.42 10.,64 0.34 o Q 8d COMMON 3" EDGE SPACING. 12" FIELD SPACING TAPED AND SANDED `� r A 0 " " a I (V cf1 2868 NINE Ll�sl-IT 2'-10 I/2 X 6'-II (VERIFY) 1 N/A N/A N/A U /\/°J��°�/\ i O cli 2868 FIRE RATED 2'-10 I/2" X 6'-II" (VERIFY) I I1.8 I1.8 0.40 (DEFAULT) m O X O 2446-2 2'-6 1/8" X 4'-9 1/4" 3 16.26 UNIT 3 N 1 ly ° c n C- - Q) ' O 2032 2'-2 I/8"X 3'-5 I/4" 2 4.53 9.06 0.34 0 010 o 0 uJ 9'-O" Q r OJ 2'-4 1/8"X 2'-4 1/8" s p °o AW251 4 3.9 15.6 0.31 c 3 3 O o LVL HEADER 3 to ° % - -, --2=8"-- u ----------------------------- " �0 WINDOWS o 0.31 15.6 SQ. FT. GARAGE �'-4�4" 1'-1054" 2'-4�" -101 __3_-2°__ 3-O O c� WINDOWS g 0.32 9.9 SQ. FT. -j i WINDOWS is 0.34 134.08 SQ. FT. 516 JQ.FT. N 16-I�" H DOORS a 0.31 31.4 SQ. FT. V DOORS e 0.40 31.8 SQ. FT. - O U \0 RES. CHECK SUPPLIED BY INSULATION INSTALLER 5 ------------------- - �4 BEDROOM *1 ----------- aLIVING ROOM O N O OSHEAR PANEL x21_ II ____ ____ OX 10 N ,. O 1ST FL. GROSS FLOOR AREA 936 SQ.FT, w 13-3 - ,0 �p As 2ND, FL, GROSS FLOOR AREA 151 SQ.FT. O ® (Am Q ® A FIRE PL. TOTAL GROSS FLOOR AREA 1693 SQ.FT, I GARAGE AREA 516 SQ.FT. �/ Z 6-O 12-0 6-O 6-O 6-011 6-O 6-O 6-0 6-O FOOTPRINT 1545.8 SQ.FT, 24'-O" ' ` Ar FIRST FLOOR PLAN S36 SQ.FT, GQ O 6o'-O" v 1 24'-0" 5'-911 51-1741I 3,_5V411 41_QV„ 91_OII SI_OII 20, J C/ U O O O Z W 2X4 PLATE n ATTIC STORAGE 4" 8'-1'411 44 �r 5'-4" WALL ACCESS BEDROOM #3 - K" � , 3-311 3'-(o2" 3'-6 4" 2'-1' 2' O 2 6 „= O BEDROOM *2 UNFINISHED - = 3-6 2-244 4-4� O N A 0 p - T x - X - A cV = � _O --- N N -� tl�� ---------- `� z z to Q d LOFT U LPL FULL HEIGHT CEILING: ------------- ----------- ---------- - ---------------------------------- -- LI-1 ICU LLu ----------- O Z uj J FULL HEIGHT CEILING ^ ---------- - .-- ----- - O ------_ -------------- LL ` , Lu O DOUBLE JACKS BETWEEN WINDOWS - -.`} '` ---------- , I V cV - - -------- -2" WALL N m N 4'-6" WALL ; ---------- " " ' " i i 2'4" ACCESS ; ; ACCESS p WALL N 2 2-6 I ---------- -, u1 z ACCESS ACCESS Lu m 2X4 PLATE Q t Q I 1 , O X4 PLATE . 2X4 PLATE = - , II , „ , , II , �, , 11 , „ O 5-O 5-O 6-2�II 4-9� 5-O 5-O 5-0 u 24'-0" WALL*3 36'-O" WALL*4 p m w } 6o'-o" w z .01 d � SECOND FLOOR PLAN 151 SQ.FT. Q d