Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0091 HITCHING POST LANE
: � p M f a m r { n n r 6 r e N. a M•. .. E : 6 r � �. t : . ,. - e, .per. .e -.� ..r °" � � .- '. F _ - t" j . . � a - �. .�,� r p - - r �. - .. � y '� e� e � �. ,.. •. - .. we. �a.. - e. � , .. y ' � .... y :.- .,z'. r y �.� .. �. .. � L w _ x� ' .. : _ _ _ , _ M .' 4 c, .� � � {Y '-, _.,� f f, e' ,:� i <, „. ., � , � - .: *r ,- r k. T '�:. .,� ^n,. "", '` a �. ,- � � c. � . - ., .�.. .�._ 9 .,: .; _� -., �: a- r �.;. �;. ,_ <.; .. ..�. ,. .-: .. s r,. ""�. ,.. ,. .w - w 9 .' ;. ,. �, .� , - e ... '. I l� 4 �y.. c � � a t tl;'� n %..4., � rs .. -: c .!' a ., -.. .. � y J ., ¢. a�� .. t" �' ' S s' T i'- :.. � ' � '. t n 's -' ,; a e i f. a . "�s. e � :; ,N ,, .: A } �.,. � �. o _ .. �... ..: 5 Y,' � '.;- - _: s - i' ;' ,a - < to .:,. .. � n �a .:. , „� -i < -�' �� � :� '� .. � a '. � w �. < <': r x ,.. � ;. - a � '. _ - n '. .. , . _ :' '� roe. �"' j .. � $ � <. ., e � � :. .. �- � � . � :: e .. �. � .v y e' y �'� - < .. , '.�. :. .. i .. ». - �, . . .. � ,. .. � ., .� � ..,' .. _ b _. _ ._ '- __' _ G. i '- x .� � ...; r T .: - '... - _ _ _._... - .. � a ..,_.�. .. _ .. ,k - _ .. _ _ - � .. - ` _ r f _ i 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ��zJ Parcel b3 Application # C�,O/5 O S Health Division Date Issued 1113 : Conservation Division Application Fee Planning Dept. Permit Fee (J Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address R1 -t L� Village Owner Sy-sj en 6e,l 1 raJ Address qrt�� n �o�t n C. Telephone 563 3� y 43a� (� �v; 11� M�- 0"30- Permit Request r por o e �S'1��� V9U- r LjkK Zb Square feet: 1 st floor: existing proposed — 2nd floor: existing proposed '—Total new Zoning District Rc- Flood Plain Groundwater Overlay Project Valuation b Cbov Construction Type IR'J Lot Size Grandfathered: ❑Yes if-No If yes, attach supporting documentation. Dwelling Type: Single Family 1 Two Family ❑ Multi-Family (# units) Age of Existing Structure v t"S. Historic House: ❑Yes 6% On Old King's Highway: ❑Yes allo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other 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 central Air: ❑Yes ❑ No Fireplaces: Existing AI-New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size -Barn: L:,Wisting ❑;new- sizde- Attached garage: ❑ existing ❑ new sizel-Shed: ❑ existing ❑ new sizv/-Other: w Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ --� Commercial ❑Yes N No If yes, site plan review# Current Use Proposed Use 04-11 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name - ( Telephone Number v ( _ Address a- `� �5 ��G\ License # n tS Ql(p& Home Improvement Contractor# /`g�7O-Z Email 15 0(2 Worker's Compensation # 1A)U ALL CO( TRUCTION.DEBRIS RESULTI FROM THIS PROJECT WIDE BE TAKEN TO O,_ d Atr,iD5�,- SIGNATURE V DATE y FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING �l DATE CLOSED OUT ASSOCIATION PLAN NO. So larCity OWNER AUTHORIZATION Job M_ 0Ao*Zo!57-"v Property Address: r - tr.► r�r . as Owner of the subject property hereby authorize O MRATIONto,act on my behalf, in all matters relative to wo auth by this building permit application. Signature of Owner: Date: 40, }e 1. Illy } 'dfi r M.///eKltuf�t/ �VM1V1aM f►�PutitjG.11ek!@Iq DOWd 0#!1u k4fig RegLoman/paj SIV"Sr I m-t.+la r C$-109816 JASON PATRY 821 SiEWART Wt1VB Abington MIA 02351 ORice of Commmer AffiEn&0oetaes Regaletion HOME IMPROVEMENT CONTRACTOR I + R0&tMtlon: 168572 Tw-� N. ExpimtWn: 3=011 Supplement SOLAR CITY CORPORATION JASON PATRY. r 24 ST MARTIN STREET BLD 2UNI �•�•�--, - hAkSOR000M,MA 01752 Uearae"rr s 1 The Common Walth of Massacknsedls Departtinent of b1dustrIddAccidentr 1 Congreks Street,Smite I00 Boston,MA 02114--2017 wwwwera mgav/dia Warkern'Compensation Insurance Affidavit:Suildens/Csniradors/Electricions/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Apnliegnt Infprt�tatian Please_Prinf I.esrl6ly NaMe(BuiinmdOrgunizagni,ltndividual): SclarCity Corporation Address: 3055 Ciearview Way City/State/Zip: Satz Mateo,CA 94402 Phone#: (BOB)765-2489 Are yorrao employer?Cbeck the appropriate box: Type of project(required): 1.01 am a employer with 12,500 employers(full atdlorparLtinwj.x, 7; ❑New canstructiori 2.[]l am a sole proprietor or partnership and have no anploya:s rvorkiug for me in 8. ❑Remodeling any cnpaolty.Pb w-wh-co'comp.insurance required.) 3.CjI ama homeownerdoiNg91l work mysdr.[Nov pikers'camp,insnrarrr nquired.l► 4• ❑BuildigDemolition IU[]Building addition 4.[:][am a In n mown,anti will be hiring contractors to conduct all mark on my property. i-Mll ensure that all Eenuactors oitber luhve u art ens.'cump�msaiion insurance or are sole I l.❑Electrical repairs or additions proprietors with no anployccs. 12.E]Plumbing repairs or additions' So 1 am a general,conmetot and I have hired tiro sub-crmtractorx lisped on the attached sheet. I3.❑Roof repairs Them stb.eonr wen have axnp[oyces and have workers'comp.insuraaae.t 6.Q We are a corporation and its officers have exercised dole rlsbt of exemption per MOL c. 14.U10ther stir panels 15Z§1(41 and we hat ao eaVloyees.[No workers'career.insurance rgquircAl *Any apptictmt tea chocks box 91 most also C41 out the section below stowing their workers'campans 604 polity iftliM nllon. 't I lomeowners♦vho Submit this a111davit indicMing they are doing all work and then hire outside,contractors mind submit a new 01411vit indicating spelt tCootraaors that check this bore must attached an aiktitionel sheet showing the nacre ortho sub-contractors and state whether or net those entifles have employers, If the ob-eontmotors have nnplovacs,they mast -ovpdc their %Wrtcrs'comp.policy rarmker. !am an employer that is providing workers'compensadion insrirancelor my emptayea. Relow is the palicy and jub site fufarmatlo►� Insurance Company Name:American Zurich Insurance Company Policy#or Self ins.laic.4: WC0182015-00 Expiration Date: 9/1/2016 Job Site Acldreu: 91 Hitching Post Lane City/State/Zip: Centerville,MA 02632 Attath a copy of ftse workers' campeamation pocky deelaration page(showing the policy number and expiration date). Failure to secure coverage as requited under MGL c.152,§23A is a criminal violation punishable by 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 tine of tap to$250.00 a day against hire violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cerdfkunder the pules and penoldes of p4ury that the Information provided alcove is true arrd correct. (Jason Pa. . October 20,2015 =Phe Q,Qiclal use only. !?o not write ter this anent.to be Cprnpleterl by city or tower a(f7clnl. City or Town: . Permit/License# Issuing Apthority(circle one): 1.Board of Health 2.Building De[mrlmoni 3 City/Town Clark 4.Meetrical inspector S.Plumbing laspeetor 6.Other Contact Person, Phone#e C RL.J DATEIMIl41DD1YYYY) CERTIFICATE OF. LIABILITY INSURANCE 08117015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATNELY OR NEGATIVELY AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)roust be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In ueu of such andorsement(s). PRODUCER CONTACT MARSH RISK&INSURANCE SERVICES -NAM— ONE — _—..._...._..._._...... :_.-:_... . .._..._ . . .......... ......_....T..._ 345 CALIFORNIA STREET,SUITE 1309 Pl >st�E-MAIL ..;._.:_.. . . ..._.. ...... CALIFORNIA LICENSE NO.0437153 SAN FRANCISCO,CA 94104 11PPREs ;.......... .........._.........._....---...—.—. _....---' - Atlw Shannon Scott 415-743-8334 1NSURER(5)APFORDINO COVERABE- nAIC# 998301-STND-GM4NUE45.16 INSURER Zurich American Insurance Company I16535 INSURED INSURER B c.NA N1A Schraty Corporation _............:. ........ ...._-.-. ., .. ........:.- 3065 Clearvlew Way INSURER a NIA -- SanMaleo,CA 94402 __—...---..._.___....__...- INSURER D,American Zurich Insurance Company 1.40142 INSURER E INSURE!F: COVERAGES CERTIFICATE NUMBER: SEA-o0271383&48 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION.OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS- --- ---. _. :_.._ ......_......_. ............. INSR ........ ......!ADOLTSUSW... ,....-..._......... .._.. _....... .... POLICY ETF POLICY EItP TYPE OF INSURANCE POLICY NUMB LIMITS A I X 'COMMERCIAL GENERAL LIABILITY '. GL00182016-00 0910112015 09101rd016 EACH OCCURRENCE $ 3,009,009 �'..., d Q€T0 ED _.._.... i CLAIMS•MADE n OCCUR PRENL$E$..{Ea.2cau!gnfz}... S._.......__._3,OOD.OW I• ` X ISIR1250,000 t MEDEXP(Any Pao persan]... —-- PERSONAL&ADV INJURY $ 3,ID0.000 GEN'L AGGREGATE LINT APPLIES PER GENERAL AGGREGATE $ 6,111w,w0 J, a 1... 'LOG PROOl1GTS•-COMPIOP AGG S ...1 POUCY[..:- OTHER. - $ A AUTOMOBILE LIABILITY BAP018M17.00 094112015 0910112016 COMBINED SINGLE LIMIT $ 51k10000 X ANY AUTO I BODILY INJURY INJURY(Per.Peram) S xALL OWNED SCHEDULED _ .NJU I ec cci.._. .. AUTOS X AUTOSNONO`AWED - k RY{Par adent? S x... HIRED AUTOS X... AUUTTOS CROP DAMAGE $ �.... .._.........._ COMPICOLL DIED S $5,000 UMBREWILM OCCUR EACH OCCURRENCE .. $ EXCEBSLIAB CLAIMS-MADE I i ; AGGREGATE . ..-_._....: S --- - OEfl i RETENTION S D WORKERS cONPEAISATION IWC01$2014 QQ{ADS) 0910112D15 109)D1I2016 X PTgTurE -_;ER AND EMPLOYERS LABILITY ._......-_•- A Y 1 N WC0182015-W(MA 0901015 .09101rae ANY PROPRMTORIPARTNERIE%ECUTIVE . E.L.EACH ACCIDENT S 1. :� OFfICERlhtEMBER ExCLUDEDI N MIA! - �� (Mandatory in NH) WC DEDUCTIBLE 5500,1100 E L.DISEASE-EA EMPLOYEE S. 1,000,I)w I R ea dasa4be er j 1,000,0p0 R19 ON und OF OPERATIONS helaw - ! El DISEASE-POLICY LIMIT $ r OBSCWPVON OF OPERATIONS!LOCATIONS I VEFQCLES IACORD lei,Adt ltlonal Remarks Schedule;amy be aNgahsd It more spaee la requlrenl Evidence of insaranse. CERTIFICATE HOLDER CANCELLATION SdalCity Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Cleawlew Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 9W2 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance ServIces . Charles Marmolejo <c�' ' .�—•^I - , ©1980-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD 4 ct � Version*52.3-TBD w .�:.SolarCit �,, y • October 19, 2015 A RE: CERTIFICATION LETTER . Project/Job#0262057 Q JASON WIL AM Project Address: Conrad Residence 0 TOMAN —4 91 Hitching-Post Ln 0 STRUCTURAL can Centervil, MA 02632 No.51554 Design Criteria: $ �� Jason Toman -Applicable Codes= MA Res.Code,8th Edition,ASCE 7-05,.and 2005 NDS Date: .19 22:32:52-07'00' - Risk Category= II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf - MPl&MP2: Roof DL= 10 psf, Roof.LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss 0.19069 < 0.4g and Seismic Design Category(SDC) = B< D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. This review relies on the roof's structural system having been originally designed and constructed in accordance with the building code requirements and having been maintained to be in good condition. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval. Additionally a summary of the structural review is provided in the results summary tables on the following page. Jason W.Toman, P.E. Professional Engineer T: 480-553-8115 x58115 email: jtoman@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771,CA 060 888104,CO EC 8041,CT HIC MUM,DO HIC 71101480,OC HIS 7110106,HI CT�29770,MA HIC-168672,MD MHIO 128946,NJ 13V1.106160600, . OR COB 1804.W PA 077343,TX TOLR 27006,DNA GOL:SOLARC'Oi9O7.0 2912i SolarCily.Ail 0911e rexerVaIL ` t Version#52.3-TBD 09,SolarCit y HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever. Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPl&MP2 72" 24" 39" NA 72 78.3% Portrait s Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing. Y-Y Cantilever Configuration Uplift DCR MPl&MP2 48" 19" 65" NA Staggered 86.9% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MP1&MP2 Pre-Fab Truss @ 24 in.O.C. 160 Member Analysis OK Refer to the submitted drawings for details of information collected during a site survey on. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 .(888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771,CA C$LS 888104.00 EC 804 i,CT HIC 0632778.DC HIC 71101486,DC HIS 71101488,HI Cb29770.MA HIC 168572.MD MHIC 12a946,NJ 13VI-106160800. OR CCB 160498,PA 077343,TX TDLR 27006,WA OCL.SOLARC-91907.0 2013 6olarCity.All righlA roservmcl. I STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MPIA MP2 Member Properties Summary MP1 &MP2 Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Properties San 1-' 6.60 ft Actual D 3.50" Number of Spans(w/o Overhang) 2 San 2 5.87 ft Nominal Yes Roofing Material Comp Roof San 3 A ' - ' 5.25 in.^2 Re-Roof No Span 4 S. 3.06 in.A3 Plywood Sheathing Yes 5.36 in 4 Board Sheathing None Total Rake Span 13.83 ft TL Defl'n Limit 120 Vaulted Ceiling "° 4f", _ No �4�:PVw1�Start lt,�� i _ter-"� °-0.67,ft- �;Wood S`ecies5Y, SPF Ceiling Finish -Me1/2"Gypsum Board PV 1 End 12.75 ft Wood Grade #2 Rafter Slope .*a , a . 160 PVr2 Start ;w; � Fb.: ff'. 875 Si Rafter S acin 24"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 4 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 10.0 Psf x 1.04 10.4 psf 10.4 psf PV,Dead Load PV-DL 3.0psf x 1.04 3.1 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL SLl!Z c30.0`04::7 x 0.7 1 x 0.7 , ,-210 psf w 4,' 21.0 psf Total Load(Governing LC I TL 31.4 psf 34.5 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)pg; Ce=0.9,Cr=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 0.93 1 1.5 1.15 Member Analysis Results Summary Governing Analysis Max Demand @ Location Capacity DCR Result Bending - Stress -1305 psi 7.4 ft -1618 psi 0.81 Pass _ r [CALCI LUTIOW,IM ESIGN WIND=LOADS=MP1_&:MP2 p Mounting Plane Information Roofing Material Comp Roof PV System Ty 3&5rdfi sleekMount'" Spanning Vents No Standoff Attachment Hardware ' s;'.1��.i . .s,�`��_�� ,tComp'Mount Type C... , Roof Slope 160 . - .a-.- Rafter S acin ff rt Framing Type Direction Y-Y Rafters Tile Reveal Tile Roofs Only NA NA Tile Attachment S stem Tile,Roofs'On _ Y — Standin Seam ra spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 —Wind Design_Method- _ _ Partially/Fully_Encloeed Method Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category - _ _C _Section 6.5.6.3 Roof Style Gable Roof Fig_.6-11B/C/D-14A/B Mean Roof Height/ h 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 1.0 Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 pslf Wind Pressure Ext, Pressure Coefficient U GC -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC `"w ":. jam =4 0.45 Fig:6 116/C/D 14A/B Design Wind Pressure p p= qh(GC ) Equation 6-22 Wind Pressure U -21.8 psf Wind Pressure Down 11.2 psf i ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max All owable�Cantilever `° ^_Landscape = 24" 7 f � u 4� ° -— — NA Standoff Confi uration Landscape Staggered Max Standoff-Tributa_ry_Area Trib 20 sf PV Assembly Dead Load W-PV 3.0 psf PV Dead Load at Standoff P-PV 59 Ibs ....-- - - T— T Net Wind,Uplift at Standoff, T act_u__a_I` -392 Ibs . ..t>} 3 Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity ` DCR' w xwx; 78:3% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48 65 Max Allowabl Cantilever ' . Portrait` : x 19' 7 '—NA' " Standoff Con-figuration Portrait Staggered Max Standoff Tributary.Area _____.Lib 22 sf_ PV Assembly Dead Load W-PV 3.0 psf PV Dead _Load at Standoff P-PV 65 Ibs Net Wind Uplift at Standoff_ T-actual . w.a ; ,-434 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff D and Ca aci 86.9% ,._ t r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION N' Map Parcel 7 rApplication # f©_0 -q Health Division rl —7 l "Date Issued 7; Conservation Division `'"/ �70 Application Fee - . _, ''\\ Planning Dept: Permit Fee: Date Definitive'Plan Approved by Planning Board is Historic _ OKH Preservation/Hyannis ' ` } Project Street Address � I� �t'��n�+��, post LA Village C-evlfieCJt�IQ. Owner .MV\ 0'o'l!�R.�� �rNT �j ; Address 1ibWt� Telephone Sut'36H� �.. Permit Request G Q Pnw roc)o 616 Si .r Sgyuare feet: 1 st floor: existing I�6�.proposed ��y3 .2nd floor: existing SOS- proposed 5® Total nep I Zoning District Flood Plain Groundwater;Overlay Project Valuation 11, Construction Type Lot.Size_ (� �`� CA CMS Grandfathered: ❑Yes No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure GCS Historic House: ❑Yes �Ik No On Old King's Highway: ❑Yes No Basement Type: 14 Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.)- O Basement Unfinished Area(sq.ft) 16��ta Number of Baths: Full: existing' new O Half: existing 0 new 0 Number of Bedrooms: 3 existing ® new Total Room Count (not including baths): existing new I First Floor Room Count Heat Type and Fuel: ❑ Gas XOil ❑ Electric ❑ Other Central Air: )(Yes ❑ No Fireplaces: Existing ( New D Existing wood/coal stove: ❑Yes V No Detached garage: ❑ existing 0 new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ;Knew size v Shed:0 existing ❑ new size WOther: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# L Current Use Proposed Use <i N C� js APPLICANT INFORMATION #" (BUILDER OR HOMEOWNER) Name � �"���� Telephone Number Address ` Vt JV cA) P051 L_n License# 1 = A Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# ,, ATE.ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATIONIII�W oloq svw�f Q� t 's Wit - FRAME 15T FLOba s-g4 o R-oFS Udmnkl216 6 qitO I0 S p INSULATION W FIREPLACE '- ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL s GAS: ROUGH FINAL `5 a FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' d 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): lsi"4\ 6 , Address: G l ��+� 9-'s} LV\, City/State/Zip: CQAtk J�a q 6 A O ahone.#: _3 0 Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-tim.e).* have hired the sub-contractors .2.❑ I 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. f K Building addition [No workers'comp. insurance comp.insurance.# required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their I LE1 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 employees. [No workers' 13.0 Other 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 all work and then hire outside contractors must submit a new affidavit indicating such. tContractors 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 u er t p ns d penalties of perjury that the information provided above is true and correct. Signafore: Date: Phone#: 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#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their.employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall . enter into any contract for.the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contiactor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies'(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit(license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in _(city or town).".A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to-thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number: The Commonwealth of Massachusetts Department of lndustrrial 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 11-22-06 www.mass.gov/dia ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR 01NE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: 5 � � � , � Site Address: wl-h&kn5 past Lv�, print Town: Applicant Phone: 1R)6' 36t —%17 Applicant Signature: Date of Application: 1�o NEW CONSTRUCTION: choose ONE of the following two-options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab QOption l: Basement p Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value Wall R-Value AFUE HSPF SEER R-Value R-Value and Depth National Appliance Energy R-10, Conservation Act(NAECA)of .35 R-3 8 R-19 R-19 R-10 4 ft. 1987 as amended,minimums or eater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: REScheck Version 4.1.2 or later variant software analysis must be completed (780 CMR 6107.3.2) REScheck—Web which can be accessed at http://www.energycodes.gov/rescheek/ ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS.OVER.5 YEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals ' Formula: (100 x b_ a) SF , _ 100 x ��,� - Zn,� _ ,06 % of glazing (b) Glazing area equals A 16 SF 6 a If glazing is<'40%.use the chart below. If glazing is>40.%proceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Fenestration Ceiling and Wall Floor Basement Wall Slab Perimeter U-factor Exposed floors R-Value R-value R-Value R-Value R-Value and Depth .39 R-3 7 a R-13 R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not compressed over exterior walls, and including any access openings). SUNROOM—An addition or alteration to an existing building/dwelling unit where the total El glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form (found in Appendix 120.P Adassachuset*0 Chkklist.lor e —M 1,r, - 2 Check ill 3COFK Wind Speed (3-sec.gust)...... ....... V/11 ................. ..................... ....... 110 mph WindExposure Category................................. .................. ..................... ....................................... 1.2 APPUCABIUTY Vol" Number of Stories ..............................................................(Fig i)............................ 7 stories' S 2 stories (Fig 2) ............... ...... 4:12 5 12:12 Roof Pitch V7, ................. ftMean Roo!4ght ......... .......... ...................(Fig 2). ........... ...................................NO BuildingWidth,W ........11................... .................................(Fig 3)......................... ....I............. 2F ft S 90' Building Length, L ...............:..................................I...........(Fig 3).........................:.........11............Tv-ft :s go, Building Aspect Ratio(L/W) ...............................................(Fig 4)..................................................1.2k1 S 3:1 Nominal Height of Tallest,Ciponlng 2 ...................................(Fig 4), .... .....: ............. 7, S 6'8" 1.3 FKAMINO CONNECTIONS General compliance with framing connections....................(Table 2).......................... ................. ................... V11, 2.1 FOUNDATION Foundation Walls meeting requirements of 7$0iCMR 5404.1 Concrete............................................................................. .............................................. Comcrofi'Masonry,... .................. ...... ....... 2.2 ANCHORAGE TO FOUNDATION',3 5/8*Anchor Botts Imbedded or 5/8'Proprietary Mechanical Anchors as an alternative In concrete only -genera! ...........................................(Table 4).................. -;W Both Spacing ...................... *,zW In. Boll Spacing from end/olnt of plate ............................(Fig 5)..................................... 12" In. 5-67 Boll Embedment-concrete.........................I...........1.AFig 5). .......... ...................... ........... — In.z 7' Soft Embedment-masonry........................................(Fig 5)..................:.......................... in. ;! 15* PlateWasher...............................................................(Fig 5). .. ................ ....... ........2,3',x 3'.x 'A" 3.1 FLOORS ✓ Floor framing member spans checked ...........I..'-,............(per 780 CMR Chapter 55).................................... Maximum Floor'Opeping Dimension........ ..........................(Fig 6)............................ -- R S 12'or L/2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................................ Maximum Floor Joist Setbacks J. . . . Supporting Loadbearing Wells or Shoorwall................(Fig .................................... .......... 0 ft 5 d Maximum Cantll#vorod Floor Joists I 1 Supporting Loadbearing Walls or Sh*arwall.,..............(Fig 8).......:..........................................-_0 ft Sd FloorBracing at Endwalls...................................................(Fig 9).................................;.................11........I....... Floor Sheathing Type .............. .............1. 1.1............I-,(per 780 CMR Chapter 56).................................... Floor Sheathing Thickness ...................................................(par 780 CMR Chapter 55)....................... U4 In, Floor Sheathing Fastening..................................................(Table 2).._:Ld nails at 6--In edge 12 In field 41 WALLS Wall Height ................... ..........Loadbiaring walis.� ?. ✓ .....................%(FIg 10 and Table 5).................. IV ft S 10, ... .....I........... rr ft S 20' '6'.-rni-s Non-Loadbearing walls............................... ...............(Fig 10 and Table 5) Wall Stud Spacing ........................................................(Fig 10 and Table 5)................... .6 ,n. :S 24*ox. Wall Story Offset$ .........I............................... ..................(Figs 7&8)................. .......... ........ o ft 5 d . 4.2 EXTERIOR WALLS Wood Studs ✓ Loadbearing walls.... ................... .......................(Table 5). ............................2x. 6 8 ft 6 in. Non-Loadbearing wells............................I....................(Table 5)...............................2A 6 7 11 6 In. Gable End Wall Bracing Full Height Endwall Studs............................................(Fig 10)................................................................... ✓ WSP Attic Floor Length................................................(Fig 11).........;..................... ........ f!2W/3 t7l Gypsum,Calling Length(If WSP not.yW).................. (Fig 11).......................I....... ...... ft>0.9W v -7' 2 x 4 Continuous Lateral Brace Q 6 ft.o.c. (Fig 11)........!..................................................... Double Top Plate Splice Length ...1..........I........................................,,(Flg,13,and Table 6)........ ..... 4 ft C0 - Splice Connectlor.(no'.of 16d common nalls)...... .....(Table'6).i... . . ... ...51•PC 32-i 5' Y(bCr, Ato .�, t S i•� � ', t 1 ' �•'ti r S Y +v �M AO'COoiAe-tmfiood Const"IT,n�iif f/igh Ii-iiird:-lmns:.11Dmp/f Wind Zoe, Massachusetts Checklist:for COMPliance(780r3ms301.11A)t Check can phen 1 � 1.1 SCOPH '.+ Wind Speed(3-sec.gust)......................................................................._.._...._................................110 mph WindExposure Category...............................................................................................................................B 16 t:g APPLICABILITY `Number of Stores..............................................................(FIg 2)............... I stories 52 stories ' ROotAtch..........................................................................lFig 2)........................................... 4.12 5 12:12 ` Mean-Roof Height............................................................_(Fig 2)...............................................Ia V 4<-33' Building Wtlth.W...............................................................(Fig 3)................................................ xs fl<-80' BuildingLengN.L..............................................................(Fig 3).................................................12.s'ft 5 80' Building A6p4iGt Ratio(LAN)...............................................(Fig 4).................................................I2s:I<3:1 Nominal Height of,Lallest Opening2...................................(Fig 4)................................................ r 1.3 FRAMING CONNECTIONS General compliance won frri connectlons....................(Table 2).......................................................... _ 2.1 FOUNDATION i', Foundation Walls meeting requirements of 780 CMR 5404.1 `.J Concrete...............................S..................................,......................................................... Con—to Masonry............................................................................................................................. * 2.2 ANCHORAGE TO FOUNDATION" � 518'Anchor Bolts Imbedded a 518'Proprietary Mechanical Anchors as an alternative In concrete only Boll Spacing'general........................................(Table 4).................................. ....... 45- In. Bolt Spacing from entllfafnt of plate............... (Fig S)..................................... Ir in.s6'-12" Boll Embedment-concrete........................................7:IFlg 5).................................................=In.a 7• _ Boa Embedment-masonry.........................................(Pig 5)............................................ IF—In. 15' JPlate Washer...............................................................(FIgSS).............................................23'z 3-x Y," _ 3.1 FLOORS a, Floor training member spans checked...............................(per 781)CMRChapter 55) .......................... _ Maximum Floc Opening Dimension............... P 9 ....................(Fig 6)......all(..............._ft<_12'or U2aW/2 _ / FUII Height Well Studs at Flow Openings less than 2'irom Eztena Wall(Fig 6 f..`.................................... Mazlmum Floor Jolet Setbacks `� Supporting Loadbeedng Walls or Shearwall................(Fig 7).......................... ,.................n ft5d _ v. Maximum Cantilevered Floor Joists Supporting Loadbeanng Walls or Sheenvall................(Fig 8)........................ Floor Bracing at Endwall6...................................................(FIg 9)........................................... _ Floor SheathingType hic ..ss.................................................(per 780 CMR Chapter 55).......................W4...In. Floor Sheathing TMckness.................................................(per 780 CMR Chapter 55)...................... s2< In. _ Floor Sheathing Fastening..................................................(Table 2).. e d nails at 6 In edge/12 infield 4.1 WALLS — .� Wall Height Loadbee` d walls. ................................................(Fig 10 and Table 5)....................... ' 510' N—Loadbaaring walls _.........................................(Fig 10 and Table 5)...........................rc ft<_20' Well Stud Spacing ........................................................(Fig 10 and Table 5)...................I6 in.5 24 o.c. _ Wall Story Offsets .................._...................................(Figs 788)............................................o ft 5d _ 4.2 EXTERIOR WALLS' V Wood Studs Loadbeadng wails........................................................(Table 5)..............................2x a --L ft--L in. _ Non-Loadbearing walls................................................(Table 5)......................... 2z e - t ft s In. Gable End Wall Brecing FullHeight Endwall Studs............................................(FIg 10)................................................................. WSP Attic Floor Length..........._ ...............................(Fig 11).............................................=ft zW13 Gypsum Calling Length(9 WSP not used)............._.._(Fig 11)....................................:.......=ft>-0.9W 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11)........................................................ .... DoubleTop,Plate . R. Splice Length. ......................................................:(Fig l3end Table 6) .... .._4 R 5016ce Connedlloh.(no of 16tl.romm8n nella):. .:(Table 6);.:.. ..................................... Ie a 1 • .�{4't titltd�iq ►Ynr)u.-C UI►3iIlsa+rrv..r. .a,. ., ... ,..__.. .. .. Massachusetts=Checklist for Compliance (78o Loadboaring Wall Connections Lateral no.of endnailed 16d common nails) (Table 7 Non-Loadboaring-Wall Connections 2 Lateral(no,of endnallod 16d common nails)...............(Table 8)................................... .................... _ Load Boaring Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Span$ .......................(Table 9). ............................., 9 ft 0 In.S 11' $ill Plate Spans ....... ...... ..... ......................... ......(Table 9)..................................9 ft 0 In. 5 I V Full Height Studs (no,of studs)...................................(Table 9).................................... — Non-Load Searing Wall Openings(record largest opening but check all openings for compllance to Table 9) Header Spans.. .................. ......(Table 9). . .....................•: a ft 0 In. 5 12' —71 Sill Plate Spans. .....I.......................•...............(Table 9). .............................. s ft 0 In. 5 12' 7 Full Height Studs.(no.of studs). (Table ). ................. . .............. ........ 3 _ { Exterlor Wall Sheathing to Resist Uplift and Shear Simultaneously 1 Minimum Building Dimension,W e 5 6'8- Nominal Height of Tallest Opsning2 ......................................`............. .............•........6 wsP SheathingTypo...:...........................................(note 4)... .............. .. .......... .•..•....... .�. Edge Nall Spacing...........I... ......................(Table 10 or note 4 If less). ..................., 3 in. Field Nall Spacing..........................................(Table 10). ......................., ,........... 3 In. Shear Connection(no.of 16d common nails)(Table 10)..................................................... Percent Full-Holght Sheathing.......................(Table 10).........................I.......................... n 5%Additional Sheathing for Wall with Opening > 6'8'(Design Concepts)..................... Maximum Building Dimension,L T 5 6'8' Nominal Height of Tallest Opening2......,...;.•...•........................................................._ Pwewu Fud Height Sheathing Type............................................:.(note 4).... ............................I............r;ie wsa Shooing muffi 1em- Ede Nall spacing .............(Table 11 or note 4 K less)........................3 In. Requires ackWimal g Pa g Table 11). ... 12 in. :inurwd 4N� Field Nall Spacing..,... ..................................( .... .......... ................... � 7 S 0 Shear Connection(no.of 1.6d common nails)(Table 11). .............................. `,� S Percent Full-Helght Sheathing.......................(Table 11). .......... .... •••••• 30 5%Additional Sheathing for Wall with Opening>6 8 (Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?.........................................................•.... ................................................................ — 5.1 ROOFS ' Root framing member spans checked? ........................(For Rafters use AWC Span Tool,see BBRS VVebsits) R f Overhang .................................. (Figure 19 0.5 ft S smaller of 2'or U3 nrss r Rafter Connections at Loadboaring Walls m tt Proprietary Connector p U (� Uplift. .(Table 12). ' Lateral..................................................... (Table 12)..................I...........................La K Shear.... .............................. ..........(Table 12)...............................,............T Ridge Strap Connections,if collar ties not used per page 21.....(Table.13)... a t Gable Rake OutloQker.........................................(Figure 20)............ . 0 s smaller of 2 or L/2 Truss or Rafter Connections at Non-Loadbeartn Walls Proprietary Connector g ,1 y . Uplift...................................... ......(Table 14)...... U= 625 Ib Lateral(no.of 16d common nails),..(Table 14).......... ..... ....................L= z2z Ib. ' Roof Sheathing Type I..................................................(per 780 CMR Chapty 58 and 59). •............... s`Roof Sheathing Thlcknoss .............................I........ .............................................. v2 In.2 7l1,b'WS Roof Sheathing Fastening ..........................................(Table 2)...... ;........................ ..�dp.a ie7d Notes: � t .. .. r a i. This checklist must bo.mot'In Its entirety,excluding the specMc exception noted in 2.to comply the rqulrementnot of 780 CMR 6301,2.1.1.Item 1..If the checklist Is met In Its entirety then the following metal straps and hold downs are n required per the'WFCM 110 If Guide: a. Steel Straps per Flqurs 5 b, 20 Gage'.Straps por.Figure 1`I . c, uplift Straps perFlgure 14 d. All Straps per Figure 17. ., e. Com.*r Stud Hold Downs per Figure Ilse 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown In Tables 10 and 11. 3.' The bottom sill plate in-exterior walls shall be a minimum 2 In.nominal thickness,pressure treated#2-grade. 17 r ` �� , W ST 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS EXISTING STRUCTURES 780 CMR 3405.0 REQUIREMENT FOR 3407.4 Certain Specific Requirements And/or CHANGE IN USE GROUP TO TWO OR Compliance Exceptions. MORE HAZARD INDICES GREATER 3407.4.1 Fenestration. Replacement windows 3405.1 General. When the existing use group is for existing low-rise residential buildings are changed to a new use group of two or more hazard required to have a maximum thermal indices higher (as provided in Table 3403), the transmittance of 0.44 and such windows must be existing building shall conform to the requirements NFRC listed/labeled. of the code for new construction,except as provided in,,780 CMR 3408.0 or as otherwise allowed in Exceptions: 1. Criteria for NFRC listing/labeling and 780�CMR 3407.0. maximum U-0.44 are not required if the 3405.2 Accessibility for Persons with Disabilities. existing window(s)are true divided light(i.e. Accessibility',requirements shall be in accordance — single thickness multi-pane sashes with with 521 CMR structural muntin bars)and being replaced with 3405.3 Carbon Monoxide Alarms. Carbon "like kind"units. This Exception additionally monoxide alarms are required and shall be selected requires that a storm window be installed over `� the replacement window. The storm window and installed in accordance-,,,With the applicable may be installed internally, externally, or requirements of 527 CMR and/or 248 CMR and integrated with the primary window. 780 CMR 9.00. For any building undergoing substantial renovation,CO detection sha11•be brought 2. Criteria for NFRC listing/labeling and up to the Code for new construction. ` maximum U-0.44 are not required for `\ basement windows with a unit height up to 24 780 CMR 3406.0 COMPLIANCE '`� inches, whether or not the basement is a ALTERNATIVES conditioned space. 3407.4.1.1 Reduction in Wall Fenestration. 3406.1 General. Except for structural work,where e`V�hen alterations to a wall assembly include ' compliance with the provisions of the code for new only altering the fenestration component, the ' construction, required by 780 CMR 34.00, is areas of fenestration may be decreased or impractical because of construction difficulties or replaced vuith an opaque wall element made to regulatory conflicts,compliance alternatives may be accepted by the building official. comply with the thermal transmittance value of ~ the existing wal� Examples of compliance alternatives which have been used are provided in 780 CMR 120.S. The 3407.4.2 Ordinary Repairs. Ordinary repairs building official may accept these compliance need not comply with thl energy provisions. - alternatives or others proposed. Note that in the repair broken windows, broken doors or broken skylights, like-kind 3406.2 Documentation. In accordance with replacement shall be allowed,IN the complete 780 CMR 3402.1.5,the building official shall ensure replacement of windows,doors o�kylights in that the BBRS is provided with information an existing building shall require co pliance regarding compliance alternatives accepted or with the applicable requirements of 7 CMR rejected by the building official. 3407.2. Any window replacement that A includes new jambs or new jamb liners do s 780 CMR 3407.0 ENERGY PROVISIONS not qualify as an "ordinary repair," and such FOR EXISTING BUILDINGS replacement is subject to the energy performance criteria of 780 CMR,3407.2. 3407.1 General. 780 CMR 3407.0 establishes the y energy provisions for existing buildings governed by 3407.4.3 Roofs. Compliance of the roof/ceiling assembly is not required unless the existing 780 CMR 3404.0 or 780 CMR 3405.0. roofing material is stripped off the roof deck. 3407.2Applicability. Alterations to any building However, if a structural analysis by a registered component affecting the energy conservation professional engineer shows that the roof will not performance of an existing building shall comply support the additional live loads imposed by with the applicable requirements of compliance of the roof/ceiling assembly, or, if (a) 780 CMR, Table 3407 and all applicable such analysis shows that addition of the required subsections of 780 CMR 13.00,or. amount of insulation will cause ponding of water, (b) 780 CMR 13.00 for thermal envelope then compliance of the roof/ceiling assembly is r requirements and all otlerapplicable requirements not required. of 780 CMR 13.00. 4 3407.5 Alternative Designs. Alternative design 3407.3 Exempt Buildings. Refer to 780 CMR methods may be used where it can be demonstrated 13.00 for thermally exempt buildings and for through analysis by a licensed professional that the lighting exemptions. alternative will achieve a level of energy 8/22/08 (Effective 9/l/08) 780 CMR-Seventh Edition 500.89 ATYC Cnide to H/bod Consti•trction in High l-Vind Areas: 110 neph Wiud Zone Massachusetts Checklist for Coii-iojiance (78o Cn'IR 5301.2.1.1)' Ll Check Compliance 1.1 SCOPE WindSpeed(3-sec. gust).................................................................. ................................................ 110 mph WindExposure Category....................................................:............. ..............................................................B Wind Exposure Category................Engineering Required For Entire Project .......................................0 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) I stories <_2 stories RoofPitch ..............................:............................................(Fig 2) ...........................................' 1 5 12:12 MeanRoof Height ..............................................................(Fig 2)................................................ 05ft <33' a Building Width,W ...............................................................(Fig 3)........................:................ ft :5 80' ab Building Length, L ..............................................................(Fig 3)..............................................32.5 ft s 80' Building Aspect Ratio(L/W) ................................................(Fig 4)................................................1.15:1 53:1 Nominal Height of Tallest O ehin s .................. 1,5 6'8" 9 P 9 ...................................(Fig 4)............................... 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry.................................................................... ..............................................:................ 2.2 ANCHORAGE TO FOUNDATION'-' 5/8"Anchor Bolts-imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete o Bolt Spacing—general ..........................................(Table 4).........:.......'............................. m. Bolt Spacing from endrJoint of plate ................:............(Fig 5)................I.:................. in. —12" Bolt Embedment—concrete.................... ..................... (Fig 5).................:...................::.......... m�_7 Bolt Embedment—masonry......................................... (Fig 5)........................................_Jj in._ 15" PlateWasher..*.............................................................(Fig 5)..............................................>_3"x 3"x'/." 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)................................... Maximum Floor Opening Dimension...................................(Fig 6)..................................................X ft_12' Full.Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Sheanvall...........:....(Fig 7).................................................... ft <_d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls'or Shearwall................(Fig 8)....................................................® ft <_d Floor.Bracing at Endwalls....................................................(Fig 9)................................................................... Floor She Type ........................................................(per 780 CMR Chapter 55)................................... Floor Sheathing Thickness ........................I.........................(per 780 CMR Chapter 55)....................... 3/4 in. Floor Sheathing Fastening..................................................(Table 2)..'% d nails at in edge/ 1). in field 4.1 WALLS Wall Height Loadbearing walls..........:.............................................(Fig 10 and Table 5)........................... Sft :5 10 Non-Loadbearing walls................................................(Fig 10 and Table 5)......................... ..7.6 ft s 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)...................16 in.<_24"o.c. Wall Story Offsets ........................................................(Figs 7&8)............................................ O ft s d :. 4.2 EXTERIOR WALLS' Wood Studs , Loadbearing walls........................................................(Table,5)..............................2x - ft b in. Non-Loadbearing walls................................................(Table 5)..............................2x 6 - ft in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)..............:..........................................:....... WSP Attic Floor Length. 11)............................................. ft>_W/3 SX Gypsum Ceiling Length(if WSP not used)....:............:.(Fig 11)............................................ X ft>_0.9W Its . and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)............................................................. or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length .................:.......................................(Fig 13 and Table 6).................................... L4 ft Splice Connection (no.of 16d common nails)..............(Table 6)..........................................................10 AWC Crride to Wood Corrstntctiorr i.rr Hi4,h bilirrd Areas: 110 rnph {-Virrd Zorre Massachusetts Che' ddist for Compliance (7s0 Ci\'IR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7)..................................................... a . Non-Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Table 8)....................................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)...................................�t_ft 0 in.5 11' Sill Plate Spans (Table 9).................................. 9 ft 6 in.5 11' Full Height Studs (no.of studs)....................................(Table 9)....................................................... 3 Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9).............................. . ft O in.5 12' Sill Plate Spans...........................................................(Table 9).................................. 6 ft__CF in.5 12" Full Height Studs(no.of studs)....................................(Table 9)....................................................... 3 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W ri Nominal Height of Tallest Opening2 .... ..........................................................................f$ 5 6'8" SheathingType..............................................(note 4)......................................................7 16 ##AP Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ 6 in. Field Nail Spacing..........................................(Table 10)................................................. 1X in. Shear Connection(no.of 16d common nails)(Table 10)..................................................... } Percent Full-Height Sheathing...................:...(Table 10)....................................................6 ° 5%Additional Sheathing for Wall with Opening> 6'8'(Design Concepts)............. ...... Maximum Building Dimension, L D Nominal Height of Tallest Opening2.......................................................................:.7 5 6'8" Sheathing Type............................. ................(note 4)....:................................................ ,/b wsp Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ in. in. able 11 ... .1 Field Nail Spacing............................. (T )................,................ ............. t Shear Connection(no.of 16d common nails)(Table 11).................................................... } Percent Full-Height Sheathing.......................(Table 11)............................................:...... 5%Additional Sheathing for Wall with Opening> 6V(Design Concepts)............ Wall Cladding Ratedfor Wind Speed?.............................................................. ............................................................... 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19) .............0,5 ft 5 smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................0 plf Lateral.............................................(Table 12).............................................L plf Shear............................:..................(Table 12)............................................S plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T= x plf _-Toss Gable Rake Outlooker.................:.........................(Figure 20) ............. 0 ft:5 smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= _F1 lb. Lateral(no. of 16d common nails)...(Table 14).......................................L=I4 Ib. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............. Roof Sheathing Thickness.....................................:..... .............................................7 b in.>_7/16-W P RoofSheathing Fastening............................................(Table 2)..................... .............................. ......J Notes: 1. _ This checklist shall be met in its entirety,excluding the specific exception noted in 2, to comply with the requirements of 780 CMR.5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 C. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. ' Exception:Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 'THE r - Town of Barnstable Regulatory Services t Thomas F.Geiler,Director • swtuvsrwsre. , Muss ,,,rfo �.•� Building Division Tom Perry,Building Commissioner 200 Main-Street, Hyannis,MA 0.2601 www.town.barnstable-ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 51)TI69 , JOB LOCATION: number Q� /_ streets L village ! { ''HOMEOWNER": S 1J e l�yn � G - �VL1� name home phone# work phone# CURREN t T MAILING ADDRESS: � t�r1l t �dJ� W� (,kV\ MA cityhown 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 HOMEOwh'ER 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 thathe/she understands the Town of Barnstable Building Department minimum inspecti n pro ures d requirements and that he/she will comply with said procedures and requirements. Signaturo of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that "Any homeowner performing work for which a building permit is required shall be exempt from the provisions . of this section(Section I D9.1.1-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, Ruli s&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 helshe 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:forrns:homcezempt Town of Barnstable ' Regulatory Services BAPNWNA9.L��$ Thomas F.Geiler,Director 1"96 ' 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 Property Owner Must Complete and Sign This Section If Using A Builder 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. (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERPERMISSION AFFIDAVIT OF STEVEN B.CONRAD Intended usage of"Unconditioned Storage" area as indicated on Garage Addition plans 91 Hitching Post Lane, Centerville, MA I, Steven B. Conrad, do hereby state that the usage of the area labeled"Unconditioned Storage" (Figure 1)will be used as storage space and will NOT be used as "Living", "Rentable" or other"Human Occupancy" space. It is not intended that the purpose of this area be for human occupancy. If this area is ever to be considered for human occupancy it will first be subject to plan review and acceptance and required permitting must be obtained. Any such future modifications must first acquire required permitting and will be ruled by the set of codes in effect at that time. Signed under the pains and enalty of p rjury. �j Steven B. Conrad Date l �� FRONT SECTION ca+cry acuNllwevrxr f"A�Rp1.G`AS I RaDV 51YNG1I:S,I3 L9.iCLT PGFISZ 1 lrzcaxxnrcaaw:walPs.�Eorcxc - STORAM su1E:lir=.:•v RDOFTPIF�F,$— SEE ATEAG1Eil SPEC �'•. `-NAYCN EYISTI%G YP1Ra5411'fl. Eo-rtnwu6�rErt vTr]Fna z.:1o•.A's u•ox.-� pm�.� .uz^ 64ED8.NtIlfO 1 ' �1�r" 6'FIRER6LlS51kSRUnGY RIA EpEPINORYlALL OSA51RlCT16X: 1 _�. / Ylll PtYP1440 SiAILFD 4P� . ,.% Ift CM KWM.S12AT1?YG IV I:OLRS 0A6'O.L 3,5"FGGYG.90.4N AIL ,r W'![EDRA.SNI'XIE,STeI!t[]{ 6k5 ATYAtHE45PEG WAI.l5 AD WENT TO /'l DIG's FEW£m16'0.C. AIA.I,IVIIK'SRAYF• �, I I ®i1NEEP}]R YiAILCQKTRUC,D 3;i GYP.BNII4.YAPFDA.F'IL'siEq R6, ]%6'flG14$l6'QG GARAW LR5'P,T.SILL""A. \ 6 ML—Y—CR WRPICA^11 - S9'AN4IDREOtt;031'4.C.'---�� .' ' YM I(<'Y.TNTPWTE WA9fER6 �.C4RCRElt 3U9 -.«..( . 6'CpNPACTEa CPAYEL�'J 1 swNo+na+r,/aL ff%16'C4YIIINAW (DM@]lE EO4T11L Figure 1 COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this 7th day of July, 2009, personally appeared before me, Steven B. Conrad, who proved to me through satisfactory evidence of identification, to wit, Massachusetts photographic identification, to be the signer of the foregoing document, and who swore or affirmed to me that the contents of said document are truthful and accurate to the best of affiant's knowledge and belief. Notary Pu c: endy J.A#ggins My Commission expires: April 7, 2011 4 • w For proposed Garage and Pantry addition: Steven B. and Kelly E. Conrad 91 Hitching Post Ln. Centerville, MA 02632 Proposed addition will include `Garage' and `Pantry' additions. Garage dimensions will be 26' x 26' with concrete footing and 4'8" CMU block wall, 4' of which will be below grade to meet frost wall requirements. Garage will consist of two levels, lst level to be 4"poured concrete floor, 2nd to be of 26'xl6" I-Joist (BCI-90 by Boise)with 3/4"T/G CDX plywood. Walls will be of 2x6 construction, with portion adjacent to living space to be insulated with R30 fiberglass and covered with 5/8" Gyp. board. All other portions of garage walls will be uninsulated for unconditioned space. Exterior walls to be covered with either %2 OSB plywood, house wrap and stained cedar shingles or T1-11 exterior panels. (Panel length and attachment to comply with WFCM- 110 for wall construction.) Roof to consist of engineered trusses as per attached spec, with %2"CDX plywood covered with 151b felt and architectural asphalt shingles. Pantry dimensions will be 14' x 5' at front, 6'6" at rear. No foundation. Pantry will consist of one level. 2x10 floor joists will rest on sill plate of new and existing construction. Vapor barrier and %2 pressure treated plywood to be attached to bottom of joists. R30 fiberglass insulation to be placed in between floor joists. Walls will be of x4 onstruction wit R,Op 9 sulation and 1/2" Gyp. board inside. Exterior walls to be covered with %2" OSB plywood, house wrap and stained cedar shingles. Roof to consist of 2x6 rafters using stick frame construction with collar tie,with %2" CDX plywood covered with 151b felt and architectural asphalt shingles. Please see attached plans for further details. f ' mHITCHING POST �A w NE Q80.58' N m m R=52.G0' i — A=,75.22' C° PROPOSED U T=45.67' N -GARAGE m W , O ti(D 12.3 o w LOT 19 n I G933.9 S.F.Ln 0 O �000N�!sco ;I+�_EXISITING DWELLING m � rV i 125.00, BUILDING LOCATION PLAN FOR 9,1 HITCHING POST LANE CENTERVILLE, MA PREPARED FOR 5TEVEN *- KELLY CONRAD SCALE: DATE: DRAWN BY: �� 9c 111 = 30' 05- 1 2-2009 TMW O JOB NUMBER: PEV1510N: 5HEET NUMBER: VEN o UWB 09-01 G CPP- I A0.35 y WELLER A550CIATE5 FES5 Q I G45 FALMOUTH RD., SUITE 4C -- P.O. BOX 4 17 CENTERVILLE, MA 02G32- qN�SURD 2 WINDY WAY, #232 NANTUCKET; MA 02554 TELEPHONE * EAX: (50(5) 775-0735 - �_ EMAIL: trl5weller@COMCa5t.net REG15TERED LAND SURVEYORS ENVIROMENTAL CONSULTANT5 Traverse PC Boftw Single 16" BCI® 90s-2.0 SP Joist1J01 BC CALC@ 2.0 Design Report-US 1 span 1,No cantilevers 1 0/12 slope Tuesday, May 26,2009 10:37 Build 285 16"OCS Repetitive Glued&nailed construction File Name: S Conrad—Conrad Job Name: Conrad Description:Typical Joist Over Garage Address: 91 Hitching Post Lane Specifier: Joe Madera City, State,Zip:Centerville, MA Designer: Customer: Steve Conrad Company: Shepley Wood Products Code reports: ESR-1336 Misc: ,r lx� . Kx .'`� ���$""ray' a 26-00-00 BO,2-1/2" B1,2-1/2" LL 693 Ibs LL 693 Ibs DL 173 Ibs DL 173 Ibs Total Horizontal Product Length=26-00-00 Load Summary Live Dead Snow Wind:-rRoof Live Tag Description Load Type Ref. Start End 100% 90% 1150/6 133% 125% OCS 1 Standard Load Unf.Area(pso Left 00-00-00 26-00-00 40 10 16" Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 5,517 ft-Ibs 42.3% 100% 1 1 - Internal Completeness and accuracy of input must End Reaction 853 Ibs 50.2% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U616(0.502") 39.0% 1 1 output as evidence of suitability for Live Load Defl. U770(0.401") 46.8% 1 1 particular application.Output here based 0 on building code-accepted design Max Defl. 0.502" 50.2/0 1 1 properties and analysis methods. Span/Depth 19.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 2-1/2"x 3-1/2" 867 Ibs n/a n/a Unspecified or ask questions,please call B1 Wall/Plate 2-1/2"x 3-1/2" 867 Ibs n/a n/a Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER@,AJSTTM Notes ALLJOIST@,BC RIM BOARDTm,BCI®, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAMTTM SIMPLE FRAMING Design meets Code minimum(U360)Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary(1") Maximum load deflection criteria. PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUDS are Composite El value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise wood Products, L.L.C. Page 1 of 1 1 FLOORPLAN Borrower: Steven B. Conrad&Kelly E. Conrad File No.: 04110010 Property Address:91 Hitching Post Lane [aka 90 Hitching Post Ln.1 Case No.: City: Centerville State: MA Zip:02632 Lender:Sovereign Bank Wood Deck 58.0' 24.0' Bath s= 0 Kitchen Family Room CL Bedroom n CL 14.0' I I= 1 -1 1 , 18.0' � CL First Floor Living Room Bedroom o [CL 12.0- 2.0' 15.0' 25.0' Not To Scale 40.0' 24.0' CU Master Bedroom F Q Master Bath a, m N Master Suite CL Walk-in Chimney Closet CL Attic 26.0' Eaves 2 0, 15.0' 25.0' . Second Floor P.O. Box 1093 South Wellfleet MA.02663 Phone#508-349 0975 Fax#508-349-2774 FLOORPLAN Borrower: Steven B. Conrad&Kelly E. Conrad File No.: 04110010 Property Address:91 Hitching Post Lane faka 90 Hitching Post Ln.1 Case No.: City: Centerville State: MA Zip:02632 Lender:Sovereign Bank Wood Deck 58.0' 24.0' Bath 0 Kitchen Family Room CL . o Bedroom CL 14.0' - F-fl I I . 18.0' � CL First Floor Living Room Bedroom 0 V 12.0' CL 2.0' 15.0' r � 25.0' Not To Scale 40.0' 24.0' rn � Master Bedroom U Master Bath o, m `o U) Master Suite - CL Walk-in Chimney Closet CL Attic 26.0' Eaves 25.0' 2.0' � 15.0' Second Floor P.O. Box 1093 South Wellfleet MA.02663 Phone#508-349-0975 Fax#508-349-2774 N HITCHING KING POST LANE m w 80.58' Q r N r r m m R=52.GO' p r rl- A=75.22' i EX15TING (L T=45.G7' N r J Q 11 FOUNDATION 1 � m � � o LOT 19 .8, o W I G933.9 S.F. Q • U EX15TING 0 50NOTUI3E5 Q m W,� O ♦ �5. , co or 52 2 4zor EX15TING DWELLING L ' ov i 00 i BUILDING LOCATION PLAN FOR 91 HITCHING POST LANE CENTERVILLE, MA PREPARED FOR 5TEVEN * KELLY CONRAD E W. � SCALE: DATE: DRAWN BY: A I ° = 30' 1 2- 1 0-2009 TMW 0 99 JOB NUMBER: REVISION: SHEET NUMBER: 09-0 1 G CPP-2 lqN�SUR WELLER A550CIATE5 1 G45 FALMOUTH RD., SUITE 4C — P.O. BOX 4 17 CENTERVILLE, MA 02G32 �l 2 WINDY WAY, #232 NANTUCKET, MA 02554 TELEPHONE * FAX: (508) 775-0735 EMAIL: tri5wcIIcr@comca5t.net REGISTERED LAND 5URVEYOR5 * ENVIROMENTAL CONSULTANTyj Traverse PC Bps° LA') It ))0)09 dM TOWN OF BARNSTABLE Building Department - Foundation Permit R1 r Date 7/?k I Permit # zCC y023ar Name Location 9i-�LT�C: ���j ,-,i CEN�T-seV—t-LE: C C ,TD �.�;'r' ,Zr-14-0 r 13 Insp. of Bldgs. BO 'WE- Single 16" BCI® 90s-2.0 SP Joist\J01 BC CALCO 2.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Tuesday, May 26,2009 10:37 Build 285 16"OCS I Repetitive I Glued&nailed construction File Name: S Conrad Conrad Job Name: Conrad Description:Typical Joist Over Garage Address: 91 Hitching Post Lane Specifier: Joe Madera City, State,Zip:Centerville, MA Designer: Customer: Steve Conrad Company: Shepley Wood Products Code reports: ESR-1336 Misc: vie 193 k 26-00-00 BO,2-1/2" LL 693 Ibs 61,LL 693 lbsbs DL 173 Ibs DL 173 Ibs Total Horizontal Product Length=26-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf.Area(psf) Left 00-00-00 26-00-00 40 10 16" Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 5,517 ft-Ibs 42.3% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 853 Ibs 50.2% ) 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U616(0.502") 39.0% 1 1 output as evidence of suitability for Live Load Defl. U770(0.401") 46.8% _ 1 1 particular application.Output here based /D 0.502" 50.20 on building code-accepted design Max 1 1 properties and analysis methods. Span Depth 19.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 2-1/2"x 3-1/2" 867 Ibs n/a n/a Unspecified or ask questions,please call B1 Wall/Plate 2-1/2"x 3-1/2" 867 Ibs n/a n/a Unspecified (800)232-0788 before installation. BC CALC@,BC FRAMERS,AJS- Notes ALLJOIST@,BC RIM BOARD-,BCI®, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAM'" SIMPLE FRAMING Design meets Code minimum(U360) Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary(1") Maximum load deflection criteria. . PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD®are Composite El value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise Wood Products, L.L.C. Page 1 of 1 A For proposed Garage and Pantry addition: Steven B. and Kelly E. Conrad 91 Hitching Post Ln. Centerville, MA 02632 Proposed addition will include `Garage' and `Pantry' additions. Garage dimensions will be 26' x 26' with concrete footing and 4'8" CMU block wall, 4' of which will be below grade to meet frost wall requirements. Garage will consist of two levels, 1"level to be 4"poured concrete floor, 2°a to be of 26'xl6"I-Joist(BCI-90 by Boise)with 1/4"T/G CDX plywood. Walls will be of 2x6 construction, with portion adjacent to living space to be insulated with R30 fiberglass and covered with 5/8" Gyp. board. All other portions of garage walls will be uninsulated for unconditioned space. Exterior walls to be covered with either %2 OSB plywood, house wrap and stained cedar shingles or T1-I I exterior panels. (Panel length and attachment to comply with WFCM- 110 for wall construction.) Roof to consist of engineered trusses as per attached spec, with %" CDX plywood covered with 151b felt and architectural asphalt shingles. Pantry dimensions will be 14' x 5' at front , 6'67' at rear. No foundation. Pantry will consist of one level. 2x10 floor joists will rest on sill plate of new and existing construction. Vapor barrier and %2 pressure treated plywood to be attached to bottom of joists. R30 fiberglass insulation to be placed in between floor joists. Walls will be of 2x4 construction with R19 insulation and 1/2" Gyp. board inside. Exterior walls to be covered with %"OSB plywood,house wrap and stained cedar shingles. Roof to consist of 2x6 rafters using stick frame construction with collar tie, with %" CDX plywood covered with 151b felt and architectural asphalt shingles. Please see attached plans for further details. (90463-/CONRAD GARAGE -- TO FOLLOW CENTERVILLE, MA - T-1) Top chord 2x4 SPF 1650f-1.5E 110 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF 1650f-1.5E anywhere in roof, CAT II, EXP 8, wind TC DL=5.0 psf, wind BC DL=5.0 Webs 2x4 SPF 1111112 psf,. ' :Lt Wedge 2x4 SPF 1/1/12: :Rt Wedge 2x4 SPF #1/112: Wind reactions based on.MWFRS pressures. Truss design per IRC sect. R802.10.2. 10.00 psf non-concurrent bottom chord live load applied' per ANSI/TPI 1. Deflection meets L/240 live and L/180 total load. Truss designed for unbalanced load using 0.00/1.50 windward/leeward factors. . 4X10= 2 X 3 2X30 r '4 —, 4 4-11 8 c 0-5-8 0-5-8 Li M3X10 (B12R) 4X4 (R) ill 3X5= 4X4 (R) III 3X10 (612R) 3 X 8 III 3 X 8 III E 0-6-0 0-6-0' I 13-6-0 I 13-6-0 I 27-0-0 Over 2 Supports R=1638 U=105 W=5.5" R=1638 U-105 W==5.5" RL=80/-80 Design Crit: IRC2003/TPI-2002(STD) PLT TYP. Wave FT RT=20%(O%) /5(0) 8.05.02.072 OTY: 11 MA 2 R - Scale =.3" Ft. • "WARNING IN(' P ItTOIIIRC 1'%111 11:1 IN '..lilt rION DANDIINf SluIII No. INS IAILINE, AND n1 3' 1i OFMgss TC LL 35.0 PSF REF R8042- 11987 It I:1'I:R ID IIfSI (DIIILIII NI f.I1Ml nNrNl }A II IY INI DNMA I' I1N) 1'lllll i}1 ED (Y II`I (iIt ISC rl All: It IN. IIIIT, !I!1 NOR, IfF IRET.1 Irl tl%. IIN NOR IA V 2131N) NIT WTI,. (IID D INIICG fnIINf II nT AMI:R IfA, (:'Iflfl -{� A I:N I I:RrRISi I,ANL. MAIM DN. WI '.371'T) IDR SAT I:IY "IllI"It. IRInR I11 rI NI'nRMI ON,,"1111 S1: IIINf.1 In NS INIISS v 7`1� DL 10.0 PSF DATE 06/25/10 DIIII:RWI SI. IND I CAI 1.1) Tnl` CIInRD S'FAI_I IIAVF rRDr(.NLY AITAr.DrD SIRIC IIRAL PATTI.0 AND R1111DM f.1InRD SHALT. IIAVI Scow 1 A PRDI�DI.Y ATTACHED RIC.11) CI'1I.I NC. DL 10.0 PSF DRW MOUSR8042 10176015 —IMPORTANT''To IN SO A cnrY Or THIS DI:51 ON In TIIE INS IA L I.A r I IN f.ON I F A C I IR. I11 Fill I LDIN. CDMPUNENTS Q ���� ALPINE DROIIr. INC. SIIAI.I. NDI RE RrIr0NSID1.1, 1'0IT ANY DF.VIAII�II FROM 11115 DF.SIINN; ANY FAII.IIRr ID RIIII.D TIIF. TRUSS U 0 PSF MO-ENG SL/SLS IN Cn NFnRMA Nf,F. INl rll i'r I:.OR FAUR ICAI INf„ IIANOI.I Nf. SIII rrI Nf, INS rAI.I.I NG A nIAf,INt OF rRIISSES. DESICN ro NrFRF15 IJI TII AFIT,I CADII: POOVI SI nNS flF NITS (NAT ION AI. DESIDN SIrr, DY AI'RPAT AND Trl. AI.r INI: ` f,DNNEC TDR ri.ATES ARi: MAD[ Or 2f1/lR/16OA (1N.II/55/R. AS.M AC53 fRADF. An/fn (W, K/11,55) I;AI.V. SII:1:1.. A"'Y TOT.LD. 55.0 PSF SEQN 243248 1'1.AT ES TO EACN FACT. Or IRII SS AND, UNLESS nIHIRWISF. LOCATE" ON r111S DI:S ION, rO51 TI ON 1'ER '", NI,,S 1f,OA--. i0 �� !O 71Building ComponanfaGroup,lna ANY INSrECIIDN DF rI,ATES FOI-1.O41ED RY (() SIIAI.I. ❑E rf.R ANNf.% At OF Ir11 lOO! ST.C..I. ON TII S G `R DUR.FAC. 1. 15 DRAWI ND INDICATES ACCE rT ANf.F. OF PR D F E SSI ONAL F.NOI Nr.ERI NO R F.S.ONS I D I I.I T Y SOIF.t.Y FOR IFF TRO55 f.OMFONf.Nr QF �ST G Earth Cl/�� MO 63045 DESIGN 511DE S1 TIII. SA SI/TI.ITY AND IISF. OF illl$ f.OMPUNF-Ni FOR ANY R111 LDI NG IS i111: R1:5PQNSIDILIrY DP THE `SS/ONAI�t�G� SPACING 24,0" JREF- 1U2Y8042Z06 `J� DlI11DING OE 51 GNEft RF:R ANSI/rPI 1 SEf,. 2. (90463-/CONRAD GARAGE -- TO FOLLOW CENTERVILLE, MA - T-1SGE) Top chord 2x4 SPF 1650f-1.5E, 110 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF 1650f-1.5E anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 Webs 2x4 SPF :#1/#2 psf. :Lt Wedge 2x4 SPF #1/#2: :Rt Wedge 2x4 SPF #1/#2: Wind reactions based on MWFRS pressures. Truss design per. IRC sect. R802.10.2. 10.00 psf non-concurrent bottom chord live load applied per ANSI/TPI 1. See DWGS A11015020109 & GBLLETIN0109 for more requirements. Truss designed for unbalanced load using 0.00/1.50 windward/leeward Deflection meets L/240 live and L/180 total load. factors. - 6X8 (R) III i a a I— 4= 4 11 8 0-5-8 T 0-5-8 4X4= 3X5= 4X4= 4X6 (B10R) 4X6 (B10R) 3X8111 3X8111 E 0-6-0 0-6-0 a L, 13 6 0 I 1 6-0 I 27-0-0 Over 2 Supports R=1638 U=105 W=5.5" R=1638 U=105 W=5.5" RL=80/-80 ° Note: All Plates Are 2X3 Except As Shown. Design Crit: IRC2003/TPI-2002(STD) PLT TYP. Wave FT/RT=20%(0%) 5(0) 8.05.02.0728.11 OTY:1 -MA 2 R - Scale =.311 Ft. "WARNING`` TRIISSFS RE0111Rf. E%TRCMI: CAR[ IN FABRICATION. HANDLING.. SHIPPING. INSTAI.I.INC. AND BRACING. TC LL 35.0 PSF R I:F f.R TO Df.sl (R III I.DI NG C.OM.ON.NT SArE1Y INr ORMATION), PIIDI.I SIIrD BY LPI (T'R TICS PI-AT INSI'ITHiF., IIO REF R 8 0 42 11988 NORTH LEE SI'(t F.T.T, SIII I'I: 312, AI.r.%n NNR IA, VA. )/314) AND WTf.A (IJO(ID TRUSS f.OIINC.IL Or AMER ILA, G3On `(L-1 O F N/ (� ENTERPRISE LANE. MADISON, Wf 9 ,1 19) FRR SAFETY PRA(;IIf.[S PRIOR TO PERFORMING IIIESE f11NoTIONS. UNLESS Py " fY%�USA� T C D L 10.0 PSF DATE 0 6/2 5/1 0 OTHERWISE INDICATED TOP CDORD SNAI.E HAVE PROPCRI.Y ATTACHED SIRNC.T PRAL PAN[ AND BOTTOM CHORD SDALL RAVr ` "7 A PROPERI-Y A'I'TAC.IfRD RI G I D CEILING. Q� COTT L. �j_ L V 10.0 PSF DR W MOUSR8042 10176016 IMPORTANT "rNRNISH A COPY THIS Dr.SIC,N TO INL INSTALLATION CONTRACIOR. ITW RGILDINf, f.OMPONI:NI'S SCHURWA �^ GROUP, INC. SHALL NOT ❑E RESPONSIBLI: FOR ANY DM ATION FROM THIS DESIGN: ANY FAIL"RE TO BUILD THE TRUSS ALPINE IN C.ONFORMANCI: WITH TPI: OR FADRIC.ATJNG, IIANDI.ING. <IIIPrING. INSTALLINf,A PRnCING OF TRIISSFS. Z L PSF MO-ENG SL/SLS DESIGN f.51 GN f.ONFORMS WI TII Ar PI.IIARI.E PROVISIONS OF NDS (Nni IDNAI. DF.SIf,N SPT.C. BY nr RAI AND Trl. ALPINE CONNECTOR PLAT1:S ARE MAIZE Of 2O/IB/ICZ (W.II/SS/R) ASTM AFE+3 GRADF. AO/Rn (W, K/D.SSI GALV. STEEL, APPLY 3 L D. 5 5.0 PSF S E Q N 243249 PLATES In CAC..II FACT. 01: TNIISS.AND, IINUSS OTHERWISE LOCATED ON THIS Dr..SIC.N, POSITION PER DRAWINGS 16OA-J-. 2ding Components Group,Inc. 'ANY INSPECTION OI' PLAIES FOLLOWED BY (I) SHALL BE PER ANNIix A3 or TPI1-202 SEC.]. A SEAL ON 1 15 DRAWING INDICATES ACCI:rTANC nF PROFESSIONAL FNGINErRINC..Rf.SPONSIRIi-ITY SOI.F-I.Y FOR TIIF. IRIISS C.OMPON[N A F �2 D U R.F A C. Earth City,M063045 DT.SIf,N SHOIJN. F. SIIITABII.IIY AND Il.ti[ OF ID f.OMPBNEN! FOR ANY ITI DIN6 IS TNT. Rf.SP0NSIBILTIY Of INN ?�(� /STER f-��' `J• DIIII.DING DESICEILR PER ANSI/TPI I SrC. 2. �Fp [`w\ SPACING 24.0" JREF- 1U2Y8042ZO6 (90463-/CONRAD GARAGE -- TO FOLLOW CENTERVILLE, MA T-1E) Top chord 2x4 SPF 1650f-1.5E 110 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 SPF 1650f-1.5E anywhere in roof„ CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 Webs 2x4 SPF 1111#2 - psf. See DWGS A11015020109 & GBLLETIN0109 for more requirements. Wind reactions based on MWFRS 'pressures. Truss design per IRC sect. R802.10.2. 10.00 psf non-concurrent bottom Deflection-meets L/240 live and L/180 total load. chord live load applied per ANSI/TPI 1. L Truss designed for unbalanced load using 0.00/1.50 windward/leeward factors. i. .. r c 4X4= 4 4 c r- 4 11-8 0-5-8 _ 0-5-8 Y ; , 2X4 (Al) = 3X4 2X4 (Al) 0-6-0 0-6-0 3 f 13-6-0 ,I �27-0-0 Over Continuous Support R=115 PLF U=8 PLF W=26-0-0 RL=3/-3 PLF Note: All Plates Are 2X3 Except As Shown. Design Crit: IRC2003/TPI-2002(STD) PLT TYP. Wave FT RT=20%(O%) /5(0) 8,05.02.0728. 11 OTY: 1 MA 2 -/ R - Scale =.311/Ft. "WARNING— IRIISSFS RE,ONIRE r,%TRI:ME CARE IN FABRICATION, PANDL I NG. SHIPPING., INSTALLING AND BRACING. T C L L, 3 5 0 P S F R f.F F.R TO nf.Sl (BIII LDI NG COMPONENT SAf 1TY INF ONMAI'IDN). PIIRI.1511r.D BY iPl (1'RIISS MATE INSI'ITII TE. 'ID REF R8042 11989 NORIII IFI SIREI:i, SIII1'E -11). AI rNANDR IA VA, /J:1i47 AND WTCA (HDDD IRIISS fO INC H, OI' nMI;RI.A„ G:1OO CNT(:RPRISF LANE., MADI.ON, WI S1 7 19) IOR SA1:1TV PI?Ar.1'ICF.S PRIDR ID P1:RFONMINC, THESE FNNCT[DNS. UNLESS AA�P�j H.O F MqS^9 T C D L 10.0 PSF D A T E 0 6/2 5/1 0 OTIIERWISF. IND[C,ATLO TDP CHORD SHALL HAVE PROPERLY ATTACHED STRHC,TIIRAL PANELS AND BOTTOM CHORD SHALL HAVE. A PRorrRl-v nTTncMHD RIr,rD r.E.n.INr,. O SCOTT L. tiG i BC DL 10.0 PSF DRW MOUSR8042 10176017 '•"'IMPORTANT**r IINN I SII A C..OPY OI MIS DI.SIGN TO T111 INS I A L L A T I nN CON I AC T DR. IIW BOILDING COMPONENTS O SCHI L) AN c f.RnIIP, INf.. SHAI.1. NOT Bf. RESPDNSIOI.E FOR ANY DEVIATION FROM THIS DESIGN: ANY FAll.11R(, TO RIIII.O T11F. TRUSS f1TY BC LL 0.0 PSF MO-ENG SL/SLS ALPINE N 'ON IJI I11 Trl: OR FAOR If.ATING. IIANDI.I NG. SIII PPING. INSTAI-LING A BR Af,INf, DF TRUSSES V IIIIS IC CONFORM$WI111 Ar P I.1 CA nI.F. PROVISIONS OF NOS (NATIONAL DF.SIf,N tiP f.r., BY AFAPA) AND Trl. ALPINE CONNi:C,IOR PI.ATES ARE MA 1: OE PO/ln/16GA (W,P/SS/K) AS TM AGSI GRADE 4D/6O (W. VID.S5I GALV. STEEL. APPLY 55.0 PSF' S E Q N 243250 PLATES TO I:Af)I FAf.I: OF TRI155 AND, IINL F.55 Dillf.RWl si; I.Of.ATEO ON )Ills OT.S 11'.N, POSITION rI:P DRAW I. !6D 71Building Components Group,Inc. ANY INSPFCTION OF PIAILS rDI:I.(IWED BY (1) SHALL HE PER ANNF.N Ai OI" TPI1 )OO) SI.f..n. A SI'AI. ON A O DDR.FAC. O RAVING INDICATES ACCEPIANCE OF PROFF.SSIONAI. T.Nr,INF.I:R[NG Rrr%ONS IDII.I TY SOI EI.Y FOR IIIL IRIISS CD (C� (� 1,15 DESIGN GIIDWN, illE SIII i'Anll.l TY No II SE OF Tllls rDMPONC.NI' EOP ANY HIII I.OI NG IS TNf RE Sr DNSIDII.It F HE V Earth City,M063045 BII„.D[Nr, DesI6NI1R PER naSl/Irl t scr. 2. n^ ASTER a� SPACING 24.011 JREF- 1U2Y8042ZO6 GABLE STUD REINFORCEMENT DETAIL - ASCE 7-02: 110 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I 1.00, EXPOSURE C, Kzt = 1.00 2X4 BRACE (1) 1X4 1" BRACE • (1) 2X4 "L," BRACE * (2) 2X4 "L" BRACE "* (1) 2X6 1" BRACE • (2) 2X6 "L" BRACE '• GABLE VERTICAL, NO BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP GROUP A GROUP B GROUP A GROUP B SPACING .SPECIES GRADI _ - rE--� n #1 / #2 3' 10" 6' 8" 6' 10' 7' 11' - 8' 1. EC " 9' 5" 9' 8" 12' 5" 12' 9" 14' 0' 14' 0" BRACING GROUP SPIES AND GRADES: S F #3 3. 9" 6. 0„ 6• O 7' 11" 7' 11 9. 5" 9, 5" 12' 4" 12' 4" 14' 0" T�-I' ,14' o" GROUP A: , O �L1 STANDARD 3' 9„ 5' 2„ 5' 2" 6.19„ 6' 19" 9' 1" 9' 1" 10' 7" 10' 7" 14' 0" 0" 14' 0" . SPRUCE-PINE-FIR HEM-FIR 1 2 STANDARD 1 #2 STUD #.1 4' 3 6' 8" 7' 2" 7' 11" 8' 6 119' 5 1.0' 2" 12' 5" 13' 5" 1.4' 0" 14' 0" 3: 1 STUD 1 1 #3 STANDARD S P #2 4' 2 6' 8" 7' 2" 7' 11" 8' 6" 9' 5" 10' 2" 1.2' 5" 'l3' 5" 14' 0" 14' 0" T #3 4' 0, 6' 2" 6' 2 7' 11." 8' 1" 9' 5' 9' 11 DOUCLAS" 12' 5" 12' B" 14' 0" 14 0 FIR-LARCH LARCH SOUTHERN PINE DFLi . STUD 4' 0" 6' 1' 6' 1" 7' 11" 8' 0" 9 5': 9' 11 12' 5" 12' 6", 1.4' 0" 14' 0' STUD ' STUD �. STANDARD 3 10" 5' 3" 5' 3" 6' 11 6 1,1 9 4 9' 4" 10' 10' 10' 10" 14' 0" 14' 0" STANDARD K STaND,RD - n� #1 / /2 4 5' 7 B" 7' 10„ 9, 1" 9, 4 10' 10 .11' 1' 14' 0" 14' 0" 14' 0' ,14. 0" E ti.7.0 Y' '#3 - 4 4" 7 4" 7' 4„ 9. 1 9 1„ 10' l0" 10' 10" 14' 0" 14' 0" 14' 0' 14' 0". „K T TLC STUD 4' 4" 7 4 7' 4' 9' 1" 9' 1" 10' 10" 10' 10" 14' 0" 14' 0" 14' 0" 14' 0" GROUP B: O l.11' STANDARD 4' 4" 6' 4" 6' 4" 8' 4" 8' 4" 1 10' 10" l0' 10" 12' 11 12' 11" 14' 0" 14' 0" #1 _ 4 10" 7' B" 8' 3" 9' 1" 9' 9' 10' 1.0" 11' 8" 14 0 14' 0 14'.0" 14' 0" HEM-FIR Y & BTR S P #2 4 9" 7' 8 8' 3' 9' 1" 9' 9 10' 10" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" 1 T� #3 4' 6" 7' 7" 7' 7' 9' 1" 9' 6" 10' 10" 11' 4" 14 0" 14' 0" 14' 0" 14' 0" L"L STUD 4' 6" 7 6" 7' 6' 9' 1" 9' 6" 10' 1.0"- 1.1' 4" ; 14'-0 14' 0" 14' .0" 14' 0 ;_ SOUTHERN PINE DOUGLAS FIR LARCH: STANDARD 4' 5" 6' 5" 6' 5' 8' 6" 8' 6" 10' 10" 11' 1" 13 3 13' 3" 14' 0" 14' 0" c 1 / #2 4' 11" B' 5" 8' 8" 10' 0" 10' 3" 11' 11 12' 3" 14' 0" 14' 0" 14' 0" 14' 0 2 r� SFF #3 4' 9" 8' 5" 8' 5 10' 0" 10' 0" 11' 11 11' `11 14' 0" 14' 0" 14' 0" 14' 0" x LJ T��r STUD 4' 9" 8' 5" 8' 5" 10' 0" 10' 0" 11' 11" 11'. 11" 14' 0" 14' O" 14' 0" 14' 0" O 1 L L1 STANDARD 4' 9" 7' 3" 7' 3" 9' 7" 9' 7" 11' 11" it' 11" 14 0" 14' D" 14'.0" 14' 0" GABLE TRUSS DETAIL NOTES: x #1 5' 4„ 8, 5„ 9' 1„ 10' 0" 10' 9" 11' 11" 12-10" 14 0'.'. 14' 0" 14' 0 14' 0" ,. S P #2 5' 3" 8' 5" 9' 1" 10' 0" 10' 9" 11' 11. 12' 10 14 0' 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA 1S L/240. 11 #3 5' 0" 8' 5" 8' 5" 1:0' 0" 10 .6" 11' 11" 12' 6" 14' 0" - 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 80 PLF OVER /— D F L STUD .5' 0" 8 5 B' 7" 10' 0" 10' 6" 11, 11" 12' 6" 14 0" 14' 0" 14' 0" 14' 0" CONTINUOUS HEARING (5 PSF TC DEAD'LOAD). -i STANDARD 4 11 • 7 5" 7' 5 9' 1.0" 9' 1.0" 11' 11 12', 3" 14' 0" 14' 0" 14' 0" 1 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0" - - - •OUTLOOKERS WITH 2' 0' OVERHANG, OR 12'... - - SYMM I _ - PLYWOOD OVERHANG: •r' ' ABOUTI - i. ATTACH EACH "L" BRACE WITH 10d NAILS. - GABI.,1 TRUSS -- (0:1213 mi n) in) - *..2X y2N OR BE9"I'ER FOR (1) 1" BRACE: SPACE NAILS AT 12" O.C DIAGONAL - - - 4 - � � .. DIAGONAL, BRACE; OPTION: - �" IN 18" END ZONES AND 4" O.C. BETWEEN ZONES _ VERTICAL LENGTH MAY BE + **FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. D01J 13I,ED WHEN DIAGONAL, , 18" * ' ,,• IN 18".END ZONES AND 6" O.C. BETWEEN ZONES - - BRACT: IS USED. CONNECT � • "L�� � -{- + - "L" BRACING MUST BE A MINIMUM OF 80% OF WEB DIAGONAL, BRACE FOR 600# L BRACE MEMBER LENGTH. AT EACH END. MAX WEIH TOTAL LENGTH IS 14'. 2X4 STUD, #T OR GABLE VERTICAL PLATE,SIZES BETTER DIAGONAL, r VERTICAL LENGTH NO SPLICE ' VERTICAL, LENGTH SHOWN BRACE: SINGLE lf1 # + + . LESS THAN 4' 0" a ' -' 1X4 OR2X3 IN TABLE ABOVE. OR DOUBLE CUT L n - + GREATER THAN 4' 0 BUT 2,5X4 (AS SHOWN) AT IJ a LESS THAN 11'UPPER END. IJ GREATER THAN I1' 6" 3X4 CONTINUOUS BEARIN + REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE. AND HEEL PLATES. CONNISCr DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. - MIDPOINT OE' VERTICAL, WEB. ,t n ' '•WARNING•• READ AND I'01.1.01N AM NOTI.S ON THIS SHFFf REF F\SCEry—Dry—/'A IJ11 D15 Trn„es ren hire extreme Bern in rnhr r 1' g 1 ndl' g shipping, t II' g and bree.inK Role, to and rallaw REF I 4 G RCSI (Huildmg C—ponert Softly Inform al ion by TPi nnd WTCA) for sarcty practices prier to perrorming ITTALh,.sc functions. Inslnllers shall proud,. temporary bracing per 13CSI Unless noted otherwise, top chord �Q.�-�H FMq� DATE 1./1/09 ,boll h properly attached structural p I and bottom n chard shall have a properly altnched rightt�,9 - Vcc I ng I nn, shown ra I nl, L 1 n t ebs shall have brnr.ng n,,L,IId per RCSI SCGTT L. �y DRWG A7.1.015020109 s"Li R3 k R7 See this) 1 g c t peg, r nt—natian. q_ ••IMPORTANT FURNISH COPY OI THIS DI.SICN TO INSTILLATION CONTRACTOR. K HJRWAN m ITW Rml'I ng Components Group Inc, tTWIICG) ,hall not be responsible for nny dc,al an from This design C � Building Components Group Inc. any failure Lo build the truss ii onermancc with'TPI, or fabricating, handling, shipping, installing k CIVIL o/) brncin8 of trusses. ITWnCC connector plot,.,are made of 20/1D/10GA (W.FI/S/K) ASTM A0ri0 grade 37/d 0/60 (K/W/H.S) ga1v. steel. Apply pl.n Les L. each face or Lruss. positioned as shown above. and on .Joint DaLails. /11 PhD SF A seal on this drawing o r page indicates a ceptnnco and professional engineering responsibility solely for the Lruss componrnl.or shown.. The sultsbilfty and use of this component for any building is the espon si bility or the Building Designer per ANST/TPI 1 Sec. 2. (� ✓,GQ ITW-RGG: www.itwbcg tom:TPI: wwwApinst.com; wTCA: www.sbci,dustry.com: ]CC: www.hccsafe.orq 'tom f s)� <<(,. Earth City,MO 63046 -�� N� MAX. SPACING 24.0" GABLE/� � � /� cAr�i-,E TRUSS Pr-,ATE srzrs D E TAI LI "T" REINFORCEMENT ATTACHMENT DETAIL ` REFER TO APPROPRIATE ITW CABLE DETAIL, FOR -FOR LET—IN VERTICALS _ MINIMUM PLATE SIZES FOR VERTICAL STUDS. "T" REINFORCING "T" REINFORCING MEMBER MEMBER SYM. (I"' + - D REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, ABOUT SPLICE;, WEB AND HEEL PLATES. TOENAIL — OR — ENDNAIL O* IF GABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE THAT COVERS THE TOTAL AREA OF y _ THE OVERLAPPED PLATES TO SPAN 1HE WE J— � - TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, -f � EXAMPLE: .2X4 MULTIPLY "T" INCREASE BY LENGTH (BASED ON CABLE r2X APPROPRIATE ITW GABLE DETAIL). VERTICAL MAXIMUM ALLOWABLE "T" REINFORCED" GABLE VERTICAL ' * * hTvP. LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB .LENGTH INCREASE W/ "T" BRACE WIND SPEED "T" REINF. "T' * AND MRH MBR.,SIZE INCREASE - 140 MPH 2x4 10 % * - + 15 FT 2x6 50 % 140 MPH 2x4 - 10 % _ - - 30 FT 2x6 50 % x 130 MPH 2x4 10 % 15 FT 2x6 50 % 130 MPH 2x4 10 % i 30.FT 2x6 50 % " PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. - 120 MPH 2x4 = 10 % , e ATTACH EACH."T" REINFORCING MEMBER WITH _ _ 15 2x6 50 % . END DRIVEN NAILS: 1 30 MPH 2x6 10 % - - 'IOd COMMON (0.148"X 3.",MIN) NAILS AT 4" O.C. PLUS 30 FT 2x6 - 40 ' (4) NAILS IN TOP AND BOTTOM CHORD. 110 MPH 2x4 _ 10 % 15 FT 2x6 40 %' RIGID SHEATHING TOENAILED NAILS 110 MPH, 2x4 10'% '10d COMMON.(0.14B"x3",MIN) TOENAILS AT 4- O.C. PLUS -" . 4 NAILS (4) TOENAILS IN TOP•AND BOTTOM CHORD. 30 FT 2x6 50 % 100 MPH 2x4 20 % T.. THIS DETAIL TO BE USED WITH THE APPROPRIATE ITW GABLE DETAIL, FOR ASCE 15 FT 2x6 30 % - *y REINFORCING,, WIND LOAD. 100 MPH 2x4 10 % MEMBER ASCE 7-98 GABLE DETAIL DRAWINGS 30 FT 2x6 40 % .. • , - A13015980109, A12015980.109, A11015980109, A1001.5980109,.,.. '90 MPH 2x4 20 % ... A13030980109, A12030980109, A11030980109, A10030980109 15 FT -2x6' -20 %- CABLE:. NABS ASCE 7-02 CABLE DETAIL DRAWINGS 90 MPH 2x4. 20 % TRUSS ,SPACED AT A13015020109, A12015020109, A11015020109, A100150201.09, A14015020109; 30 FT - 2x6 30 4' O.C.. A13030020109..A12030020109, A11030020109, A10030020109, A14030020109 ASCE 7-05 GABLE DETAIL DRAWINGS - - A1301.5050109, A12015050109, A11015050109, A10015050109, A1,101,050109," ASCE WIND SPEED = 100 MPH A13030050109, A12030050109: A11030050109, A10030050109, A14030050109 MEAN ROOF HEIGHT = 30 FT, KzL = 1.00 SEE APPROPRIATE ITW CABLE DETAIL FOR MAXIMUM CABLE VERTICAL = 24" O.C. SP p3 UNREINFORCED CABLE VERTICAL LENGTH. - "T" REINFORCING MEMBER SIZE = 2X4 - - - "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10.__- 4 'JAILS "T" 2X4 "L" BRACE LENGTH = 6' 7" CEILING MAXIMUM "T" REINFORCED GABLE VERTICAL. LENGTH ' 1.10 x 6' 7" = 7' 3" ••WARNING" READ AND FOLLOW ALA,NOTES ON THIS SHEET! .Trusses regni- extreme care in fabricating, handling, shipping, installing and bracing. Rerer to and ronow t1, RE.F LET—IN VERT BCSI (Building Component Safety Information. by TPI and WTCA) for solely practical prior to performing \C' OF A1qs3' - T —1 ]./ / 09 these funcLions. Installers shall provide temporary bracing per DCSI. Unless noted otherwise, top chard - . shall have properly nUached slrucLural panels and bottom chord shell have a properly attached rigid DATE,� �`f caning. Locnl.ians xhawn far permanent InternI re train). of webs ah.B have bracing instanced per BcsI SC O L. y DRWG GBLLETINO].09 ections B3 k B b m 7. San this jo 's general notes page far are inrormalian. --IMPORTANT-- FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. S _ IT Building Components Group Inc. (ITWBCG) shall not be responsible for any deviat a from Lhis Building Components Group Inc. any.failure to build the truss in conformance with TPI, or fabricating, handling, shipping. insLollin &1 bracing of Lrusses. ITWBCG con nectar plates ere made of 20/30/I6CA (W,H/S/K) ASTM A653 grad 7 yy�f (K/W/H.S) gnly. steel. Apply plates to each face or truss, positioned as .shown above and on d ji gal MAX TOT. LD. 60 PSF f reLM1 t Lhls drpawing l design page indcates accept and professional engineering resp fly so I h The.,�Itab"hty and ns of this component ror any ng „ th A iQF^ DUR. FAG. ANY Iespor bit ty f the Building Designer per ANST/TPI 1 5 2 �s V T TW BCC. www.awbi.g.ram TPI w Lpmalcom; WTCA. sb indu9Lryrom. ICC mcsafc arg O�(� ,S ��NG\� MAX. SPACING ?4.0,� Earth.City,MO 63046 ITW Building Components Group, Inc. 13389 Lakefront Drive Earth City,MO 63045 (314)344-9121 Page 1 of 1 Document ID:IU2Y8042Z0611101708 URL:http://ecdrawings.alpeng.com/Third[BCONE.nsf[USA/472AB02D4559B2F88625774D0051CDIF Truss Fabricator: Transmitted From: mikeo101O@Charter.net Job Identification: 90463-/CONRAD GARAGE -- TO FOLLOW CENTERVILLE, MA Model Code: I R C Truss Criteria: I R C2003/TPI-2002(STD) Engineering Software: Alpine proprietary truss analysis software. Version 8.05. Truss Design Loads: Roof 55 PSF @ 1.15 Duration Floor N/A Wind 110 MPH (ASCE 7-02-Closed) Notes: 1. Determination as to the suitability of these truss components for the Seal Date:04/11/2011 structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. As shown on attached drawings; the drawing number is preceded by: MOUSR8042 Details: A1101502-GBLLETIN- Submitted by PH 10:17:05 04-11-2011 Reviewer: SL 8 Ref Description Drawing# Date 1 11987--T-1 10176015 06/25/10 2 11988--T-lSGE 10176016 06/25/10 3 11989--T-lE' 10176017 06/25/10 i HITCHING POS co T SANE w Q Ln Q - 80.58' N i m R=;52.G0' I� i — A=75.22' �0 PROPOSED ILQ T=45.6T N GARAGE I � - m LU z6 , O o w ,, , LOT 19 Ln 1 6933.9 S.F.Ln • 0 co 0 EX15 ING DWELLING m � cv 2S 00 BUILDING LOCATION PLAN FOR . 9 I HITCHING POST LANE CENTERVILLE, MA PREPARED FOR 5TEVEN * KELLY CONRAD SCALE: DATE: DRAWN BY: 05- 1 2-2009 TMW O� JOB NUMBER: PEV15ION: 5HEET NUMBER: VEN �, 09-01 G CPP- I UMB y °. 35 ' WELLER A550CIATE5. ! FESS� I G45 FALMOUTH PD., 5UITE 4C --- P.O. BOX 4 17 CENTEPVILLE, MA 02G32 qN�SURV�� 2 WINDY WAY, #232 NANTUCKET, MA 02554 TELEPHONE � FAX: (508) 775-0735 '5 EMAIL: trl5weller@comca5t.net REGISTERED LAND'51JRVEY0R5 ENVIROMENTAL CONSULTANTS Traverse PC ` GENERAL NOTES AND MATERIAL SPECIFICATIONS: FOUNDATIONS I. All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf, for a medium sand/gravel composition. Other soils encountered. contact the Engineer of Record. 4. Concrete: Minimum 28 day strength, fc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code. latest issue.maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min. 5/8"diameter, 12" long,w/2-1/2"hook spaced 4' o/c,or in concrete piers w Simpson ABU-series base, SPACED 2'o/c for slab-on-grade construction(i.e.Garage). FRAMING I. All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. Structural Design Loads: Dead Loads: Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=60 psf Wind Load : Criteria used for 110 MPH Exposure B,v,o,,,I, 3. Structural Steel: (as required) a. ASTM A572 Grade 50: shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307. 1/2"diameter: punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams: use E70xx electrodes. Alternatively, field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing: a. All new timber framing: Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b. Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c. Laminated Veneer Lumber: All L.V.L. shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi, Fv=285 psi. Fc_per=750 psi. Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi. Fv=285 psi. Fc_per-750 psi. Fc_par=-2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load, L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5. Metal Connectors: As manufactured by Simpson Strong-Tie Co. shall be handled and installed per manufacturer requirements.with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood, spaced 48"o/c: Rafter to Ridge Plate: Collar ties min. 1 x6@ 48"o/c at top or Simpson Straps over top of plywood spaced 48"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 48"o/c 6. Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise. Bolt holes in wood shall be 1/32" larger than bolt diameter. Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers. All nuts shall be retightened at completion ofjob. 7. Blocking: a. Blocking shall be solid blocking,2x minimum,and full depth of member. b. Stud Walls:provide blocking at 8'-0"o/c,maximum height. Comers to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building comers. c. Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-I0d toenails ea.end,or 2-16d end-nails ea. End d. New Framing: Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges:attach plywood edges to this blocking 8.Nailing Schedule: All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically. �y�N OF.4, S�, Multiple Studs 16d @ 12"staggered vc a.All nails shall be common wire nails. o`er MICHELE b. Sub-bore where;nails tend to split wood. 0 C:UDILO 9. Headers less than 4'-0",use 2-2x6;all others per MA State Building Code Table 5502.5(1)and(2). ° No.34774 � STRUCTURAL PROPOSED GARAGE MICHELE CUDILO, Z2 G IQNAt_ " Consulting Structural Engineer 123 Cottonwood Lane, Centerville, Massachusetts 02632 Drawn By: MC Date: 06/19/09 Drawing— 91 HITCHING POST LANE Scale: AS NOTED Rev. o CENTERVILLE, MA SK— File Name: CONRAD Project No.:2009-92 LTH OF. 9u, O S b?1CyFL�?_ srh'a v �UC7-1ir? 9F C,!S7ER-0 16" min. 01 4T' "Mnt' lo'� 2x top plate �. max. wall height L5TA -2-xt (vv4-) •• (2) 2x studs, nail nail shtg. to header shtg. to each stud at 3" o.c. both ways no fasteners at — blocking.PEVP 3 � x 'T _ N x (2) 2x blocking at any N I APA rated sheathing E plywood joint 7/16" min. 24/0 exp. E 0 8d nails at 3" o.c. for approved hooked-end all plates, headers,and wood concrete studs connectors ith 3,600 f1�43� ;3 lb. capacity7min.) p(L t"�'��'4' �� A,T21 per foundation plan C(3]2x plates - nail sheathing to each plate top of flo r e ' _ S�MPSo� 5`f ND14�( l bottom plate to be � w� p.t. on concrete Shear Wall Details Not to scale excerpt from American Ply. Assoc. literature based on 110 m.p.h. wind r FLCOFZ To Ft� h'0/L C S 1�- �S � � \. Ct 6 r oo TIT. 7�KouqiAOUTt�e\v ?— PROPOSED GARAGE MICHELE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Lane, Centerville, Massachusetts 02632 Drawn By: MC Date: 06/19/09 Drawing 91 HITCHING POST LANE Scale: AS NOTED Rev. 0 CENTERVILLE, MA ` File Name: CONRAD Project No.:2009-92 S K- I Boisw.. Single 16" BCI® 90s-2.0 SP Joist1J01 BC CALCO 2.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Tuesday, May 26,2009 10:37 Build 285 16"OCS Repetitive Glued&nailed construction File Name: S Conrad Conrad Job Name: Conrad Description:Typical Joist Over Garage Address: 91 Hitching Post Lane Specifier: . Joe Madera City, State,Zip:Centerville, MA Designer: Customer: Steve Conrad Company: Shepley Wood Products Code reports: ESR-1336 Misc: Crow d mg ..> ,jar Omi y,( 26-00-00 BO,2-1/2" B1,2-1/2" LL 693 Ibs LL 693 lbs DL 173 Ibs DL 173 Ibs Total Horizontal Product Length=26-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf.Area (psf) Left ` 00-00-00 26-00-00 40 10 16" Controls Summary Value .%Allowable Duration Case Span Disclosure Pos. Moment 5,517 ft-Ibs 42.3% 100% 1 1 Internal Completeness and accuracy of input must End Reaction 853 Ibs 50.2% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U616(0.502") 39.0% 1 1 output as evidence of suitability for Live Load Defl. U770(0.401") 46.8% 1 1 particular application.Output here based Max Defl. 0.502" 50.2% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 19.3 n/a 1' Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 2-1/2"x 3-1/2" 867 Ibs n/a n/a Unspecified or ask questions,please call B1 Wall/Plate 2-1/2"x 3-1/2" 867 Ibs n/a n/a Unspecified (800)232-0788 before installation. BC CALCO,BC FRAMER@,AJS- Notes ALLJOISTO,BC RIM BOARD-,BCI®, Design meets Code minimum(U240)Total Toad deflection criteria. BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum(U360) Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary(1") Maximum load deflection criteria. PLUS@,VERSA-RIM@, Composite El value based on 23/32"thick sheathing glued and nailed to joist. VERSA-STRAND@,VERSA-STUDS aretrademarks of Boise Wood Products, L.L.C. Page 1 of 1 ,.�� •e ' t TOWN OF BARNSTABLE hermit No. ------------_-----.----_________ Building Inspector I »nA Cash Oval— OCCUPANCY PERMIT Bond ----_--------- "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to 'x'. & Ctrs. It,-ster Wallace Address 64 SIIepard Rd. ,Rraintrep, lnt l9 41 F',i trhin•� PE, Wiring Inspector k'f f __._�'r'r � ,_ Inspection date {' Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department E v 1 Inspection date a it' c., .. THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. ............................................1 19...... _ .........................................._.................._.------------------....------- _ Building Inspector map and,•,lot`number . SEPTICSYSTEM MUST g . INSTALLED IN, E• • C G�r�i //. � WITH, q COMPLIANCE Sewage Permit number ..............! l............... `.......:.... ARTICLE II STATE SANITARY COD R rp�► E AND TOWN i �F'THE XBLE ®:�/ OF BARDS a ! •. Z ]BARNSTABLE, ° "b qa, DUIB.DI"10 " INSPECTOR capr 7-///.UU 'DOS AP ICATIO PERMIT TO .....Build a .ne4�re s i denc e ...... .....�;. ................................................................................... ; TYPE OF CONSTRUCTION .................W1.P.P.d............... ir_.............................................................................:........ November 24.................19...7 .... ..... l •p TO THE INSPECTOR OF BUILDINGS: -F The undersigned hereby applies for a permit according to the following information: Location .....Qt...#1.9..... .Larne...&..Pad:do.ck...L,ane.;... entezuil•le,...Ma.s ..•••••••••••••• ProposedUse ..... ........................................ ............................................................................... Zoning District .........C �i...........................................................Fire Distnct ..,C.entem.V.i.11e..,Ostp—r-ul•lle................ Name of Owner Mr.;••&...JVIrA.'...Le.s t.Q.r..1 .allaC.0...Address ....6A...Shapard,..Rd....Braint.eee.,...IftsS.. Name of Builder ....The...B.arG.day...6.A.rp.....................Address 131...01.d...P.oat...Road;...C.entes'vi-1.1•e...... Name of Architect ..Oc.e BSI.....Qa.te..Des.ign...:..............Address .C.o-urthauza-.SQ`•y...Ba-rnstab•le••••••••••••••••• Number of Rooms ........9...................................................:....Foundation Paurad..conarete...................................... Exterior ..............................Roofing ......Jss.pklcalt----qhinglen................................... Floors 11?1y.1...B,.-y.m11... ................................Interior ....Fas.t...aoat...pl.astter................................... Heating �..)J.a.se. ?.Qax'.d................................................Plumbing ....2..bathS............................................................ Fireplace .....1....................................... Approximate Cost 1 a QOQ.00Q ,1261 1st flr. Definitive Plan Approved by Planning Board ________________________________19________, Area .....4'7.7...P_Tj ...!!............ Diagram of Lot and Building with Dimensions Fee 38_� SUBJECT TO APPROVAL OF BOARD OF HEALTH I I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. The Barclay Corp Name ... ,.. ?-j Wallace, Mr. & Mrs. Lester 20.�19: Permit for ........1..1/2 s 91?Y.... ,........S.l:nbl?...family...�.tcIplUn?................... Location .......... ........ t " . ................Qenterviue............................... Y" '{ r, Owner .......I�r 'I. Type of Construction frame................... r< } Plot ............................ Lot ........... 1.9.............. a Permit Granted .......December1:9'.......:19 78 ................... ..... . 01 Date of Inspection ......... ..........19 Date Completed ... ... 1.... ....�....19 4 c; PERMIT REFUSED ,{ e ...................................... ..................... 19 .... ..... .... ty ., 17 . ...... . .. ............... : p/ ... .. .. .. ............... .. ... . .......... .y > . r♦ Approved ...:............................................ 19 - �a ..... ....................................•..•.............................. �i ........... . ................................................................. Assessor map and lot number ............:......... ................ Sewage Permit number ........`... ..............,.............. T"E.r°�� TOWN OF BARNSTABLE ,3 i BARNSTABLE, �63YAr. 9i _ BUILDING INSPECTOR MP APPLICATION FOR PERMIT TO .....r:tlil .........??e:.....r:E .:t...... ........................................................... TYPE OF CONSTRUCTION ....................,r.)H........................................................................................................... . ... l .....:: ..... .. .. ........ ...............19........ TO THE.INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ............t............................................................... .....:........................r........ ......................'......................... ............ ' Proposed Use .......I:"-r'r1+ r r,, r. Zoning District .......... ..........................................................Fire District ...!:.:..^+ .r..i s r t - ri„s , .............. r; r st.Fr „llryrr, Address c.a ............�:hG,r a-nil *. r'. n� ant•. . . Name of Owner .................... ................................................ ......................r.............................................s ` Name of Builder -Lef`nrr 7? t r.� ..:.....:.'.........:r , , . ...... ...............................................:...................Address................................................ Name of Architect ..i.rr;, ,,...................Address .!`.^:.: ;. .,., - .................. Number of Rooms Foundation Exterior ..... ;. r..... ..............................Roofing .............. ...................................... Floors ..................i...t............. .?.................................Interior ..................:' ::.!... ..'........`.....^.................................... Heating ........................Plumbing ............... Fireplace .... .....................................................`......................Approximate Cost .... .......r.....�..-..�.�.............................................•. .�:cI ' . Definitive Plan Approved by Planning Board ________________________________19________. Area .....^.:!..!...`::........."............ Diagram of Lot and Building with Dimensions Fee .............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH , fr I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .................................................................................. Wallace, Mr. & Mrs. Lester A=77(3-37 No .....2Q9.19. Permit for ... 1 /2 story,:,,,,, single„family dwelling Location .......90..Hi t.Q.bi Z..P.QS.t..laAAI;� .......... ► ........................ .entor.vi.11P................................. Owner .........Mr... eater...Ws,lla.re. ' Type of Construction .....................fraMe.......... p ................................................................................ ' Plot ............................ Lot ..................#19........ � f f Permit Granted December 19 19 7 } .. .... 8 Date of Inspection ....................................19 ' Date Completed ......................................19 K ' i 'f PERMIT REFUSED .......................... ............ .... 19 vtfN / 7 .��- ..�.�� ................... ...../..../... .............. ....... ...... ................ `.... ....�NS6�...................................I/ ....... Approved ................................................ 19 ............................................................................... ............................................................................... J}s� Y .. s "•ww.. h u :A/ CY•. '� � {y,Y� .t 41.J�yfS�C"'�,4�..�7jr*•��1� �r��L j .{• '�^"f "'- •Y 4i• C� ,TM I`�/'Ax� ',+.�•t+r 3 �` 7, � _ ', �s V��it I+� J 'r 1t> � tf , a l•{. Nli .'r j �' � L' '.l '•. - xr t' f t - 6-nf ' -,r' - $�. ,...._y..ee,.u,� fr`rr, � '�d Y� _,/ ♦. ! 0`^ �.«r--wyF..,..c.�-( 1,,,, -........ _�, �-_ 1�-.�r�r^� 1.�1,"1s' �"�1"k� kf � �4r � ''F � <� r, X� .. ���_.'vf i f V`7'Y w7J�1��C, b� ,�r�-^�%�7� �,�✓".J" pay{: ••4. V+IY•i f r _ "r q. - .. ;s. A Ul/•s"9��t':y f "�� �tJ� rr�r�. J„'t-tr'"r!. � .. � t' �' ;���, f'. � ` ,�+�rt3°t;s,✓i �lb�Y�'i''S�'€'� ;G:.;"7�tr3�"�+!•�4�� �� .. ' 714' o"�H Fsxr�t�� s�- ,...k- �.y�yM�• - ` ; �: t• �:y�'(Y^.� ^�"Ai,'" ;Y� .Yf�"1,,r-•'�r`7 L;w•,��+.�-7� 11�F•�'`�`'�w+J/i�'t'�c. � � �� ,. ^CY" {- Sri ' �!L7.-„' a�l'+{���� `k.J"•�a� , �.•� �'l"'.st. ��, •' a"��p�►� ! -""�ar'"� [��`i � "� � r x, y'_d,t7�-��S��c�,'!'�t `,t y( t�•.;.�( .,ri.�� 2''tj-.� °��, • th `•' r //.Y""'. 7'+r'M Y' f vl }�G3•;�'�-✓' W N�'{f'"�'!:. 7.T't�7.`✓~ L C"I`"r''!'!%,-� Tf Q'sue=� •�"'f�^N�' r1t4r� rr"�, -�'�-.,,. 7X � � ° .. "' , �- ✓+- ,f >7 „�.t„ L.��N i? ��("'f'1"Tw-, fi i '• } /`♦ � .'t , ,. tL'�i'l37 v.�., ;i - i�.•- � �� ,+•'*. t A i r„r � cl..�-1,:,Y -'f%+ tii-i'�r ,u-r-,< Ft` 1 t "A { 1► J t '✓ • F�?'f. �,T,� ,':-��tL-wry` ,f � �'i��` �-^r�' -I_l_: ,� �' r ter /f �r11� F: ' T � � ,r . t • (1�--ACE B1' FRONT ELEVATION. . b SCALE; 1/4"`=,,1,0,! STAINED CEDAR SHINGLE SIDING TO MATCH EXISTING ARCH.GRADE ASPHALT ROOF SHINGLES, 1.5 L8: FELT PAPER, 5/8 CDX PLYWOOD W/'H'CLIPS SHEATHING TRIM&SOFFIT SYSTEMS TO MATCH EXISTING p. .4 z NEW CONSTRUCTION EXISTING.CONSTRUCTION: E ' s NEW SECOND j. FLOOR LEVEL e rs r, as v A � a 3 s t - F 1NG FIRST i.." € k EXISTING FLC30R:LEVEL. I EX STING FIRST. d FLOOR LEVEL F Wli FT C NOT 'GROUND • „> i d _ , Sk LEVEL .,, E m 91, 26' ►:. 5 ELEVATION SCALE 114„ 1'0;, r, t TRIM&:SOFFIT SYSTEMS ; TO.MATCH EXISTING d � E � 3a � 2 EEEE E EE hh E€€€€€ • t �� £ al € mv k 6y R } & Ef NEW SECOND` �� � �€ � FLOOR LEVEL 7 12"' I � ' ,a,E,,•:�. till €: - • - € LEFT&REAR EXTERIOR WALL T1-11 PLYWOOD,STAINED TO 9 2 1 2 �F £ € MATCH EXISTING COLOR EXISTING FIRST t�= Eit FLOOR LEVEL � sstl € s y && F` £9 I E \ GROUND LEVEL $n. FRONT SECrION CONTINUOUS RIDGE VENT TYPICAL ROOF CONSTRUCTION: ARCH. GRADE ASPHALT ROOF SHINGLES, 15 LB. FELT PAPER, 1/2 CDX PLYWOOD W/'H'CLIPS SHEATHING SCALE: 1/411 = 1'.O" ROOF TRUSSES 6. @ 24" O.C. i. SEE ATTACHED SPEC MATCH EXISTING TRIM &SOFFIT, CONTINUOUS SOFFIT VENTING 2X10's @ 12" O.C. UNDCV 7'4.112" STCRAW _ 3/4"CDX T&G PLYWOOD, GLUED&NAILED 1'4" 6" FIBERGLASS INSULATION R-19 EXTERIROR WALL CONSTRUCTION: T1-11 PLYWOOD,STAINED-OR- 5/8" F.C. GYP. BD. ON ALL 1/2" CDX PLYWOOD SHEATHING 16" I-JOISTS @ 16" O.C. WALLS ADJACENT TO W/ CEDAR SHINGLE, STAINED; - SEE ATTACHED SPEC ALL LIVING SPAVE 2X6"s FRAME @ 16" O.C, INTERIOR WALL CONSTRUCTION: 1/2 GYP. BOARD,TAPED &FINISHED, - 8,6„ 2X6"s FRAME @ 16" O.C. W ARA 2X6" P.T. SILL yu 6 MIL. POLY VAPOR BARRIER 5/8" ANCHOR BOLTS @ " O.C. 4"CONCRETE SLAB W/ 1/4"X3"X3" PLATE WASHERS 6" COMPACTED GRAVEL 4 8„ - 8" CONCRETE BLOCK FOUNDATION WALL 8" x 16" CONTINUOUS CONCRETE FOOTING FRONT WALL SECTION SCALE: 1/4" = 1'O" 7, 12', M, 3'8., ; loor �C "' 0'�CC] rrrrrrrT 8'8„ g,4" GROUND LEVEL g' rr g' rIE Z'6" .r1� g1 Wile g FO /� N �-1 _____� _..--,�---- 8" DIA, X 4' SAUNA TUBE U'N DDCf e SCALE: 1/4" = 1' 0" 26 R ' Y 2„ ® - - 11411 8" 2„ '�— 8" CONCRETE BLOCK FOUNDATION WALL 4" REINFORCED CONCRETE SLAB - - w PITCH TOWARDS OVERHEAD DOOR 26 - 8"X16" CONTINUOUIS G CONCRETE FOOTING • � _ EXISTING FOUNDATION CONCRETE APRON ►2' y 26' r FOUN uo N.. SECTION SCALE:.10!':_ V 0.. ` LINTEL OR BOND BEAM BLOCK;. 1/47 x 3' x_3"PLATE WASHER CONTINUOUS(TIEDJFASTENED)HORIZ.. #4 REBAR AT WALL PERIMETER, T 51W ANCHOR BOLT, 15":MINIMUM EMBEDMENT ' GROUND:LEVEL. 4' CONCRETE SLAB 6 MIL. POLY.VAPOR BARRIER :. 6"COMPACTED GRAVEL 4`8P, #4'VERTICAL REBAR& 4 o," CORE FILLED 32"O.C. 8"CONCRETE BLOCK FOUNDATION WALL, 8"WX16"CMU BLOCK 8"X 16"FOOTING 2 x#4 REBAR " OR PLAN: SCALE: 1/41 - 1`off 4' x 1.5' CONCRETE-STOOP ST UP TO DE' CK= W € E f 2 X 4 STUDS 16 0.C:.: 2 ` €f : EXTERIOR WALL ° =- 0 '6' 1 01c" y f ' a , AL ORA` E 11�IL q € � 44 � E PANTRY slit O �� f 13 s s € m nr y�E 31 " 81IN ram £ €�R f CLADDO � h ; h E € f +r- '. `C fu RN..FORCE�h 4. CR € hE SLAB, }' TC►�A'RDS EXISTING €OV RMEAD DOOR $ �� STOVE/RANGE AIR imii� ( t E sl , '' �': EXISTING ° ° °r : r REFRIGERATOR f F3 �T" VINYL.. k € E - JR- a € Nx f � E � b ..".."'..."- x 6' ` ' E" - s E `, E CREATE OPENING NWALLj lim yINSTALL DOUBL E E2 X8 h ME HEADER °, ,° ,° 80" FIRE RtST Lo 3 ° 911 3 32" X RATED DOOR 26' } SECOND SCALE: 1 j4" = it U" OUTSIDE STAIR: FULL P.T. STRINGER, TREAD, RISER, DECK, AND RAILING �E 3 k a CE + , - l 1. € E €� EE , N Y c, c t HE.2e'' • - £€ _ a,ae SEE ] € EE. E .R,€. € 1s €€°r a E MEN.", .j, s� £ , SIG,: FE"( ' (`� �EE �is( a� �: € � E ?�� ZN s �� € E _ STA( DARDDC)flR STUDS 16ffC C�E E ill HIM ji 7ERI3R1JlLL �� E E €SEE - F LIL Ali € E € [f(E(E€( �( + ( �jt€t E E I A i gp eN illEE I E t E S C E k If �f E` 1EV E HIM j:11111E E � m NE E E E ,E lli�Ili It W xijig E ( F E � E E Y $ € E ` €.n.€ E ,l. t ..,k�,� i .E� Ems" " . -14 EE 'NED 25` €F I E € EE E §E y k p F E i gIE EE. �� jE ( hE E € E € � a i ^`E✓ t EE E EGE € ( E E sI x E E � FEy„ k" FE{j y y IE .E. 11�.` ( E I 0 `"{ ( E *- € €� _ � kil�I • ... ... - � I E kt � E F ��E � �� �(€E SE 3 � E,' EERE E ' € ilgi `j, y VAFj F ` € �€ E - IE v t E j a ' �� 1t I I E u � ^Ee E E( € EMI € aF � �i '4!lNYL � � �� � EE, 3€� 5 �1lI�JYL �' � � 'ICEAE)l E € ME �AAIVI v E J 7� H `' f•[�E E k S F F3�9 too 2u �. - i S7rAIR DETAIL NEW SECOND FLOOR LEVEL 2'x 4"RAIL ^ t 2"x 8"P/T @16 O.C. 71I2" ;, FASTEN WITH.JOIST HANGER EACH END 1,/2"CARRIAGE BOLTS fi PROPER FLASHING, SPACING&AIR GAP GARAGE USE 112 LAG BOLTS TO LVL 2"x 2"BALUSTERS, WALL 4"MAX.CLEAR W 2112" SPACE BEINVEEN 2"x 10"P.T. STAIR TREAD 10 134 2"x 12"P.T.STRINGER gg GROUND LEVEL ME F:. I� 901 Z" "mm vmw RIGWSWE Em VAT' SCALE:1/4"=.1'W SCALE:1J4"=1'0" r , a SECOND, FLOOD FRMING SCALE: 1/4" =A' 0" SINGLE 16" LVL w 16" RIM BOARD ' 16" x 26' BCI-90 I-JOIST @ 16" O.C. - * 26' 16" RIM BOARD DOUBLE 16" LVL HEADER 26 ROOF FRAMING SCALE: 1/4" = 1' 0" 6" OVERHANG TO MATCH EXISTING CONSTRUCTION .`27' X 5' ENGINEERED ROOF TRUSS @ 24" O.C. . 4 / 12 PITCH (SEE DETAIL SPECS ATTACHED) 24 26' f 2 2„ X 8". RAFTER a@ 12" O.C. 10.5 / 12 PITCH t 2" X 12„ RIDGE , ON 10.5 / 12 PITCH 26PORTION Of-ROOF�--_ PANTRY SECT10- N SCALE: 1/4"= V 0" NEW 2"x 8 RIDGE _ EXISTING 2"x 8"RIDGE 2"x 6"CEILING RAFTER W1 FIBERGLASS INSULATION R-37 EXISTING 2"x 6"CEILING RAFTER SJA"F.C.(;YP. Fin.ON AI_L.. WALLS ADJACENT TO tjuuuuai ALL LIVING SPAVE INTERIOR WALL CONSTRUCTION: EXISTING 2"x 4"WALL 1J2 GYP.BOARD,TAPED&FINISHED, _ 2X6"s FRAPPE @ 16"O.C./ 6"FIBERGLASS INSULATION R-19 NEW 2"x 10"FLOOR JOIST W/9"FIBERGLASS INSULATION R-30 EXISTING 2"x 10"FLOOR JOIST 4"CONCRETE SLAB I �i PANTRY- FLOOR DET ,..,. IL 2X6"s FRAME.@ 16" O C.f 6"'FIBERGLASS'INSULATION,.R-14 ' _ EXISTING 6 2"x:4" WALL. PAMY EXTEND JOIST END UNDER EXISTING r REST JOIST END ON WALL, ATTACH TO PERPENDICULAR 6" P.T. SILL PLATE EXISTING JOIST W/JOIST HANGER NEW 2"x 10" FLOOR JOIST W/ 9" FIBERGLASS INSULATION R-30 EXISTING 2"x 10" FLOOR JOIST 3/4" CDX T&G PLYWOOD, GLUED AND NAILED, POLY VAPOR BARRIER 4" CONCRETE SLAB 1/2" P.T..PLYWOOD SHEATHING- NEW CONCRETE BLOCK WALL EXISTING CONCRETE FOUNDATION PANTRY ROOFDETAIL NEW.2 "z>6"GARAGE WALL NEW'2"X8"RIDGE.. NEW 2"x 8"`RIE3GE EXISTING:. . . 2":x 0 COLLAR TIE NEW 2"x 6,"WALL W/6"FIBERGLASS INSULATION R-19 2"x 6"ROOF RAFTER EXISTING 2"x 6" CEILING RAFTER 2"x 6"CEILING RAFTER W/ FIBERGLASS INSULATION R-37 NEW 2"x6" CEILING RAFTER FAMY PAKMY NEW 2"x 4"WALL NEW 2"x 4"WALL NEW 2"x 6"WALL W/FIBERGLASS W/FIBERGLASS W/6"FIBERGLASS EXISTING INSULATION R-13 INSULATION R-13 INSULATION R-19 2"x 4"WALL -s now -M SEC-now SCALE 1/2" = 1"0" SCALE: 1/2" =1'0" a 'STAIR . DETAILS T'x.4"RAIL 1 Sl2" 2"x TI"P!T 016 O.C. FASTEN WITH JOIST HANGER EACH END ` � . -` � r � k., �1,-ram =��` �, ,'• ` P�P1111.I�r11�Ytlr�WWWYYIWOIIIIIIIIII.Pwt♦I ' 1/2"CARRIAGE BOLTS PROPER FLASHING, SPACING&AIR GAP GARAGE USE 1/2 LAG BOLTS TO LVL ` 2"x 2"BALUSTERS, WALL 4"MAX.CLEAR 9`2 112" ` SPACE BETWEEN 2"x 10"P.T. STAIR TREAD = 10 V4" 2"x 12"P.T.STRINGER GROUND LEVEL. RIG . REARVImm nwww E .. ' k • SCALE:1/4"=V 0" SCALE: 1/4"=1'0" 26'-0" (1)1-3/4"X 16"LVL AS RIM THIS SIDE GABLE END TRUSS ..................- ,_ .......... . j 3 .. ............... .............. ........ .......... o ...........- .......... ............... ........... - 0 CD co .............. 19/26'16"BCI-90 16"O/C __;.. _. _ : ..__._:;:.._. ..; _. " ._w___ _..:: _.. „ _;;::. .-.,._.;,,�..._,... _.;; ._,...; ..m.,_..,:. 26'-0" - • y COMMON ROOF TRUSS(11 PCS)4:12 PITCH 6"CANTILEVER BOTH ENDS m C- __. - -_r -I m R ..... _..... ...... 1 , - BLOCK FIRST ...:::-: TWO BAYS.(TYP.) 3 � ; i 3: - 4 CONVENTIONAL FRAMING THIS AREA (2)1-3/4"X 16"LVL AS RIM THIS SIDE FLOOR ROOF - r All START LAYOUT HERE START LAYOUT HERE 3Jo15:(90463)/CONRAD GARAGE/T-1 1 THIS DWG.PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR. Top chord 2x4 SPF 1650f-1.5E 110 mph wind, 15.00 ft mean hgt,ASCE 7-02,CLOSED bldg,Located anywhere in roof,CAT II,EXP B,wind TIC DL=5.0 psf, Bot chord 2x4 SPF 1650f-1.5E wind BC DL=5.0 psf. .Webs 2x4 SPF#1/#2 :Lt Wedge 2x4 SPF#1/#2::Rt Wedge 2x4 SPF#1/#2: Wind reactions based on MWFRS pressures. Deflection meets U240 live and U180 total load. Truss design per IRC sect.R802.10.2.10.00 psf non-concurrent bottom chord live load applied per ANSI/TPI 1. Truss designed for unbalanced load using 0.00/1.50 windward/leeward factors. 1316" ' 27' 1316" 1316" 12 4X10 4 00 2X3 2X3 3X8 3X8 4X8(B1) 4X8(B1) 5"8 ULU 26' I 27' R=1638# 0=105# RL=80/-80# W=5"8 27' R=1638# U=105# W=5"8 • SEQ = 195071 PLT. TYP.-WAVE �WppRRNN��NN DESIGN CRIT=1RC2003 Cq/RT=1.00(1.25)/5(0) QTY= 11 TOTAL= 11 REV. 8.05.02.0728.12 SCALE =0.2500 TRUSSES REQUIRE EXTREME CME IN FABRICATING,HAqDUIiTG,SHIPPING,INSTALLING AND BRACING. REPE}21WSI 1-03(BUILDING COMPONENT SAFETY INFORMATION),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE, TIC LL 35.Opsf REF 583 D'ONOFRIO DR.,SUITE 200,MADISON,WI.53719)AND WTCA(WOOD TRUSS COUNCIL OF AMERICA,6300 ENTERPRISE LN,MADISON,WI 53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE TC DL 1 O.Opsf DATE 04-29-2009 INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1 O.O sf _ PORTANT"� FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, BC DL P DRW G is i,t:;.r.���;;�h;; !�rfr;��`,'•:; INC.,SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING&BRACING OF TRUSSES. DESIGN BC LL O.Opsf +�~•`'�~* 'r'�= 'k'�y tit' CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC,BY AF&PA)AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA(W,H/S/K)ASTM A653 GRADE 40/60(W,K/H,S)GALV.STEEL. APPLY PLATES TO TOT.LD. 55.Opsf O/A LEN. 27 EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS DESIGN,POSITION PER DRAWINGS 160A-2. ANY 1 G Uocond Utrect I LL_41'J-'LU'!-U�,J1 INSPECTION OF PLATES FOLLOWED BY(1)SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC.3. A SEAL ON THIS DUR.FAC. 1.15 JOB#: 90463 r1 n Ri i■SR FAX 413 fiR3 Rrifi!1 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT Pelrner.K4A 4I0&9 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE COM N BUILDING DESIGNER PER ANSI/TPI 1 SEC.2. PDF created with pdfFactory trial version www.pdffactorv.com �-�1�-0 � 0 a-- 3�J `~ ABBREVIATIONS ' ELECTRICAL NOTES . _ R JURISDICTION NOTES - A AMPERE z 1. THIS SYSTEM IS GRID—INTERTIED VIA A ? , k`'AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. ` CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING y" 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. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL a Imp CURRENT AT MAX POWER 'COMPLY NTH 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 e LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). s MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN I } (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 r 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 y STC STANDARD TESTING CONDITIONS h TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY - V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT „ 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN., PV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM Cutsheets Attached LICENSE GENERAL NOTES GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION ELEC 1136 MR_ OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: _ ZEP SOLAR AHJ: Barnstable REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Boston Edison) CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER:- J B=0 2 6 2 0 5 7 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE CONRAD, STEVEN ' CONRAD, RESIDENCE Killian Madden '\`:'5olarCit BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.,, NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 91 HITCHING-POST LN 7.8 KW PV ARRAY h� • PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES CENTERVIL MA 02632 TTHHE�STALE D USE OF IN CONNECTION RESPECTIVE�TM (30) TRINA SOLAR # TSM-260PD05.18 za St.Martin rough BA 01 2 u„It 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET REV DATE Marlborough MA 01752 INVERTER: T. SOL_ 638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE7600A—US002SNR2 5083649327 COVER SHEET PV 1 10/19/2015 (6e8)-soL-CITY(765-2489) Ww,.soiarcit PITCH: 16 ARRAY PITCH:16 MP1 AZIMUTH 28 ARRAY AZIMUTH: 28 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 16 ARRAY PITCH:16 MP2 AZIMUTH:208 ARRAY AZIMUTH:208 MATERIAL: Comp Shingle STORY: 2 Stories M STAMPED & SIGNED FOR STRUCTURAL ONLY 22 x (E)DRNEWAY - - JASON Y'1)IL If'fikY9 �y . TOMRN s STRUCTURAL v No.51554 MP 'Q Q A ' Jason Toman LEGEND Date:2015.10.19 22:33:10-07'00' Front Of House (E) UTILITY METER & WARNING LABEL IRv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS OB DC JUNCTION/COMBINER BOX & LABELS Q DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR ��— CONDUIT RUN ON INTERIOR — GATE/FENCE Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED TE Q L_J SITE PLAN N Scale:1/16" = 1' 01, 16' 32' CD J B-0262057 00 RISE 01N1I DESCRIPTION: DESIGN: CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER ■ CONTAINED SHALL NOT BE USED FOR THE CONRAD, STEVEN CONRAD RESIDENCE Killian Madden �;,,SO�arCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: •� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 91 HITCHING—POST LN 7.8 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: CENTERVIL MA 02632 TTHHE�SALLEEnA U USE OF ITIE�RESPECTIVE�TM 30 TRINA SOLAR TSM-260PD05.18 2a St Martin Drbe, MABui01g 2 Unit 11 ( ) # SI{EET; REV. DATE- Marlborough,MA 01752 PAGE NAME SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T.- (650)638-1028 F.- (650)636-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE # SE760OA—US002SNR2 5083649327 SITE PLAN PV 2 10/19/2015 (BBB)-SOL-CITY(765-2489) www.soIarcity.com d y.H , r i 1 f 'Si 4" 4 1 0 '-7" 5-10 0 '-7" '-10" (E) LBW. (E) LBW ri u SIDE VIEW OF MP1 NTs SIDE VIEW OF MP2 NTS .�r qt n.. MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES *:< LANDSCAPE 72" 24° STAGGERED ' LANDSCAPE 72"_ 24° STAGGERED t^. t PORTRAIT 48��. 19" PORTRAIT 4811 1911 ROOF AZI -28 PITCH. 16 ^..STORIES: # .' TOP CHORD 2X4 24" OC - ROOF AZI 208 .PITCH 16 STORIES: 2 TOP CHORD 2X4 @ 24 OC 2,k. @ ARRAY AZI 28 PITCH 16 ARRAY AZI 208 PITCH 16 BOT CHORD 2X4 @24" OC a Comp Shingle Y 4 @24"O Comp Shingle � BOT CHORD 2X C , .„ x /16" BOLT Y p PV MODULE s - _ _ � 5 LT WITH LOCK - g .. INSTALLATION ORDER & FENDER WASHERS LOCATE R w STAMPED &' SIGNED - LOCA RAFTER, MARK HOLE ; LOCATION, AND DRILL PILOT ZEP LEVELING-FOOT (1) , FOFi STRUCTURAL ONLY HOLE. ZEP ARRAY SKIRT ~ s (4). SEAL PILOT HOLE WITH ZEP COMP MOUNT. 0 .G(2) POLYURETHANE SEALANT. *ZEP FLASHING C (3) (3) INSERT FLASHING -JAS0�NIL 6At� WR w j (E) COMP. SHINGLE LACE M 3 t4 TM i . STRUCTURAL� 5 rn (E) ROOF DECKING U (2) U TALL LA BOLT WI �. G(5)F 5 16" DIA - �e. . STAINLESS (5) INSTALL LAG WITH STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES LL LEVELING FOOT qt,�� - I C(6) NSTA WITH y Jason Toman WITH SEALING WASHERBOLT & WASHERS. Date:2015.10:19 22:33:1.8-07'00' (2-1/2" EMBED, MIN) (E) RAFTER S 1 /-f,N DOFF z i _ 1 Si Scale: 1 1/2 = 1. PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL.-"THE INFORMATION HEREIN JOB NUMBER: J B-0262057 0 0 �I KIIIIOn Madden SolarCity.BE uD FDR THE CONRAD 'STEVEN #' CONRAD RESIDENCE "NOR.SHALL A BE ESCL EPT SOLARCITY INC.; MOUNTING SYSTEM: ' fi �.CONTAINED SHALL NOT �1 BENEFIT LL ANYONE C OSED IN WHOLE OR IN P 91 HITCHING—POST LN I1 Com Mount T e C 7.8 KW P.V ARRAY PART TO OTHERS OUTSIOE:THE RECIPIENTS MODULES CENTERVIL MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH ' 24 St. Martin Drive, Building 2 Unit 11 THE SALE AND USE OF THE RESPECTIVE, (30) TRINA SOLAR # TSM-260PDO5.18- PAGE NAME SHEER REV DATE: Marlborough,MA 01752 SOLARCIY EQUIPMENT, WnHOUT THE WRITTEN INVERTER: T. (650)638-1028 'F.- 650)636-1029 PERMISSION OF SOLARCITY INC.. - SOLAREDGE SE7600A—US002SNR2 5083649327 STRUCTURAL VIEWS PV 3 10/19/2015 (BBB)-SOL—CITY(765-2489) www.sdarcitycom r GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:BXH34A/K Inv 1: DC Ungrounded INV 1 —(1)SOLAREDGE SE760OA—US002SNR? 26 LABEL: A —(30)TRINA SOLAR TSM-260PDO5.18 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:2240074 Inverter; 7600W, 240V, 97.5%q w Unifed Disco and ZB, RGM, AFCI PV Module; OW, 236.9W PTC, 40MM, Black Frame, H4, ZEP, 1000V ELEC 1136 MR Overhead Service Entrance INV 2 Voc: 38.2 Vpmox: 30.6 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL E� 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER—HAMMER 1 V202P Disconnect 3 SE760OASOLAUS002SNR2 DC- MP 2: 1x15 (E) LOADS A EGC L, Zaav F—————————————— --—--— —————————-- -------------------- I �~ L2 Dc+ 40A/2♦— N - DG- I. jx� P ---- AD -------------------- _EGCI DC+ A ----------------.— GEC ---lN Da MP 1: 1x15 I ---------------- ----------- -----------------�J N I (1)Conduit Kit; 3/4' EMT —J o EGC/GEC_ z � l I I ' I I - GEC TO 120/240V SINGLE PHASE i UTILITY SERVICE I I I I I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN VOC* = MAX VOC AT MIN TEMP POI (1)SQUARE D 0 HOM240 PV BACKFEED BREAKER A (1)CUTLER—HAMMER DG222URB /�C PV 00)SOLAREDGE�3(X)-2NA4AZS DC Breaker, 40A/2P,'2 Spaces Disconnect; 60A, 24OVac,Non—Fusible, NEMA 3R /y PowerBox ptimizer, 300W, H4, DC to DC, ZEP _(z)Gro rLd RoQ —(1)CUTLER—�IAMMER�DG10ONB n 5r8 x 8, Copper Ground/Neutral It; 60-100A, General Duty(DG) (1)AWG6, Solid Bare Copper —(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 8, THWN-2. Block 2)AWG #10, PV Wire, 60OV, Black Voc* =500 VDC Isc —15 ADC OIsI—(1)AWG#8, THWN-2, Red O'f (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=11 ADC II?�LL(1)AWG#10, THNM-2, White NEUTRAL Vmp =240 VAC Imp=32 AAC . . . . . . . . (1)Conduit Kit; 3/4'.EMT. . . . . . . . . . . . . . . -(1 AWG THWN-2,,Green EGC GEC— 1)Conduit Kit; 3 4 EMT ( 91 . . ' ' . D t . . . . . . . . . . . �8 / ( / 2 AWG 0, PV Wire, 600V, Black Voc* =500 VDC Isc =15 ADC O E(1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=11 ADC . (1)Conduit Kit;.3/4' EMT CON J B-0 2 6 2 0 5 7 00 PROASE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: ��\!a CONTAINED SHALL NOT BE USED FOR THE CONRAD, STEVEN CONRAD RESIDENCE Killian Madden � , �ty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM:NOR ,S��a�C■ NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 91 HITCHING-POST LN 7.8 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS Moout! CENTERVIL MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St.Martin Driwr,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (30) TRINA SOLAR # TSM-260PDO5.18 SHE: � DAB Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T-SOL-CIT - (650) x,—tom F: (650)638-1029 PERMISSION of SOLARCITY INC. ISO AREDGE SE760OA—US002SNR2 5083649327 THREE LINE DIAGRAM PV 4 10/19/2015 (888) Y(765-2489) www.solarcitycom Label Location: Label Location: Label Location: (C)(CB) (AC)(POI) (DC) (INV) Per Code: ° ._° Per Code: - e •-e F Per Code: NEC 690.31.G.3 m NEC 690.17.E NEC 690.35(F) 00 0 0 0 0 0 0- o F� Label Location: ° o ° e o o •- TO BE USED WHEN o•° ° - o -o ° °''•' ° INVERTER IS (DC)(INV) m o{�-�room o D O Per Code: UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: : ao o -o (POI) ' 0 oiT ,, o0 0 0 ; -o = (DC)(INV) o Per Code: ° Per Code: NEC 690.17.4; NEC 690.54 o o ° NEC 690.53 r ° Mir .• . �z o- - � . �� of o -• ��'�` _ rAX Label Location: ..e h o x (DC)(INV) Per Code: - ` NEC 690.5(C) Label Location: -o ° e • ° o O M (POI) } -• - o . Per Code: NEC 690.64.B.4 +' .#.. Label Location: o.. ° Per Code: , Label Location: •o 0 0 NEC 690.17(4) A �` Q M (D) (POI) �1 Per Code: ° NEC 690.64:B.4 }: k {y r � O gin- O• .��- Label Location: o (POI) ! . .n: Per Code: `, Label Location: - - e NEC 690.64.B.7 (AC)(POI) o0 0 0 *� f I (AC): AC Disconnect . _ i (C): Conduit � ;:© p :n .. Per Code: (CB): Combiner Box NEC 690.14.C.2 j, - (D): Distribution Panel (DC): DC Disconnect Label Location: — (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (AC) (POI) (LC): Load Center Per Code: (M): Utility Meter NEC 690.54 , e n' (, (POI):Point of Interconnection CONFIDENTIAL— THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR Ito,OF 3055 Clearview 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 RECIPIENT'S ORGANIZATION, Label Set :" IF T:(650)638-1028 F:(650)638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE I� SolarCi (888)-SOL-CITY(765-2489)www.solarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION-OF SOLARCITY INC. o i> 1.,iSolarGty, ZepSolar Next-Level PV Mounting Technology li,SolarCity ZepSolar Next-Level PV Mounting Technology . Zep System Components -for composition shingle roofs .- i \F � ..Up roof Interlock' silo Wwn) ' Ground Zep (Key .Leveling Foot UP Compatible PV Mutate -. .SS-, _ ZeP Grams Rmf Anachment - Array Skirl ' pOMPATj .. rOe Description �. PV mounting solution for composition shingle roofs FACGMPPr�V 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 . U modules from any manufacturer certified as"Type 1"or"Type 2" Comp Mount Interlock Leveling Foot ®� LISTED 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 t'VJ 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 a 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" ry • 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 s =oo =oo SolarEdge Power Optimizer solar r- solar Module Add-On for North America P300 / P350 / P400 SolarEd a Power Optimizer ry, M1 ` c �{,�. P300 P350 P400 - Module Add—On For North America (far6D ell Pv (for 72-cell PV (for 96 cell PV modules) modules) modules) - P300 / P350 / P400 � � ° a1NPUT cp4t :Q § ,, -� ,, ` Rated Input DC Power 300 350 400 ...... Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc' ................ ........ .... .. .... ...... ..... ... ..... .. ... .... ... ... - -' -., � *qK. '�ac - MPPT Operating Range8 488-60 8-80 Vdc - . ......... ......... ................... ..................... ................................... .... .................................. .... ... _ Maximum Short Circuit Current(Isc) 10 Adc r ........................... . Maximum DC Input Curren[................................ ........... .......�.....-....................12.5 ......... .... ......... ... - ...... .. .. .. ., ', - '� a Maximum Efficiency 99.5. ...%. ......................... ....... .......................... ......................... . ........... ......................................98.8 IL ............... ............ ...%..... .-}.- ? •r `t,..cm.� N_'..: ?.. Overvoltage Category ...... .. .. .. 1'+" iOUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) 1 - 'T; - ,1„ Maximum Output Current 15 Adc - y! t � M. r 1: Maximum Output Voltage: .... ...................... ......6u ......... ..... ........ Vdc..... 4t ,� r ' F {OUTPUT DURING STANDBY(POWER OPTIMIZER.DISCONNECTED FROM INVERTER OR INVERTER OFF) - '< `i'°- Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE i EMC FCC Part15 Class B,IEC61000 6 2,IEC63000 6-3 1.3 .. IEC62109-1(class II safety),UL1741 � ut - RoHS. ................... ....... ................ .............................Yes 11NSTALLATION SPECIFICATIONS ...... .... ................ .... , - ) Maximum Allowed System Voltage 1000 Vdc 'cam , t .,k r .p. DimensionslW xLx HI ....... ............. ............ ..... .. 141.x 212 x 40.5/555 x 8.34 x 1.59.... ..................... .mm./in. - d°� k ......... ........ .:.3� ,„.T :fa• r ',,r Weight(including cables)........... ............................. ......... ... 950/2.1.... .................. ...... ...... .. , :,z°.. ..,'`•x.+"r,F - -=; :: i,.r'.- , .Input Connector......... ................................ .. ................. C4/Amphenol/.Tyco... .................. ........... d ,a.,, a 3t• k, e• r, - Output Wue Type/Connector........... ......•,...,,...,. - ..Double Insulated Amphenol .,........... ._ ..... ....... ...... .... .......... .. ... .. Outpu[Wue Length ................................... .......95/3.0..... 1.2/3.9.................... ..rn./ft I..-40-+85./-4 :.t1Y5.. .•'C/'F Protection Rating ..... ............. .......... ...... .. ........IP65/NEMA4...... ............. .... r................ . ........................ ..........................................0. ���100................................... ... %..... - �� � �;�, .`*°�.s.�a� t 1'�Re4N Stt powe of tM1e moEulc Motlule of uP to iS%power toleancea owed. PV SYSTEM . INVERTER DESIGN USING A SOLAREDGE ' SINGLE PHASE THREE 208V PHASE 'v''!k'HR480V PHASE r �r., PV power optimization at the module-level Minimum String Lengtn(Power Optimizes) .. 10 1R Up to 25%more energy - - Maximum String Length(Power Optimizers) 25 .............................. ...................................... .......................... ... .... Power per String 5250 6000 12750 W Maximum P g ,. �.Superior 99.5% �. .� .............................. ................................................................. ...................................................... P YI ) r Parallel Strings of Different Lengths or Orientations Yes — Mitigates all types of module mismatch losses,from manufacturingtolerance 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 W 111YYY YY!// r � USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA WWW.solaredge.u5 - •� y h.. THE YPamount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC _ unit:mm Peak Power waifs-PMAx wp). ) 245 1 250 + 255 260 - • O - 941 _ Power Output Tolerance-PMAx(�) 0-+3 Maximum Power Voltage-V- V) 1 29.9 I 30.3 30.5 -� 30.6 THE 7[?om__-�Emount rvrv� N T { . eox Maximum Power Current-IMrc(A) 8.20 8.27 8.37 8.50 f _. rvAMeru*e J Open Circuit Voltage-Voc(V) t 37.8 � 38.0 � 38.1 't 35.2 - xw.r, Short Circuit Current-loc(A) _ 8.75 8.79 - 8.88 9.00 ' wnnwrvc rvore _ MULEC - Module Efficiency n.(%) 15.0 i 15.3 1 15.6 ! - 15.9 - OD U E S.:Irradionce I OOo W/m',Cell Temperature 250C,Air Mass AM1.5 according to EN 60904-3. v Typical efficiency reduction of 4.5%at 200 W/m'according to EN 60904-I. o ELECTRICAL DATA @ NOCT Maximum Power-PMAx(Wp) 1 182 1 166 -- 190 193 p .• ® �- Maximum Power Voltage VMr(V) -27.6 +28.0 28.1 28.3 MULTICRYSTALLINE MODULE o-e.3arauxu ec ou }}Maximum Power Current-fMPr(A) 6.59 ! 6.65 6.74 6.84 ! A A #Open Circuit Voltage(V)-Voc(V) 35-1 35.2 35.3 35.4 WITH TRINAMOUNT FRAME ! _ Short Circuit Current(A)-Isc(A) � 7.07 � � 7.10 � 7.17 � 7.27 I _ NOCT:Irradiance at 800 W/m',Ambient Temperature 20°C,Wind Speed l m/s. 2�,p�I�gqpp V-260W PD05.18 Btz taa Back View. POWER OUTPUT RANGE MECHANICAL DATA Solar cells i Multicrystalline 156•156 mm is inches) Fast and simple to install through drop in mounting solution Cell orientation 60 cells(b x 10) - r Module dimensions 11650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) - - 15.9 O � Weight ht 21.3 kg(47.0 Ibi) I:MAXIMUM EFFICIENCY _ Glass _ C 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass . _ A-A I Backsheet White for residential applications .1 f Good aesthetics O e Frame Black Anodized Aluminium Alloy with Trinamoun}Groove pp _ - f - '1.IP 65 or IP 67 rated + Id�3�^ OZ) - 1-V CURVES OF PV MODULE(245W) 1 YBox _ 1 . Cables - I Photovoltaic Technology cable 4.0 mm'(0.006 inches'), to.m L 1200 mm(47.2 inches) POWER OUTPUT GUARANTEE 9. Fire Rating Type 6. t1k ' m BOOW/m2T � - _7. • - Highly reliable due to stringent quality control a 9 Y 9 q Y _6m 6W m J � Over in-house tests UV TC HE and man more �s.�Oe30 Y )s � As a leading global manufacturer • In-house testing goes well beyond certification requirements 4' GOW TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic rOdUCI'S,We believe CIOS@ • t p m 200w/m' Nominal Operating Cell 44°C(+2°C) Operational Temperature -40-+85°C P r Temperature(NOCT) - cooperation with our partners 1 1. ) Maximum System 1000V DC(IEC) o.mV11 I Temperature Coefficient of PMAx -0.41%/°C Voltage 1b00V DC(UL) is critical to success. With local F o.. to.- 20.. 30.00 4om i} ' presence around the globe,Trina is I Voltage(V) -Temperature Coefficient of Voc 1-0.32%/°C Max Series Fuse Rating 115A able to provide exceptional service ` 1 to each customer in each marketchallenging Temperature Coefficient of Isc 0.05%/°C Certified to withstand environmental L_...-._.- --� and supplement our innovative, conditions reliable products with the backing \ 1 • 2400 Pa wind load of Trina as a strong,bankable , �-- • 5400 Pa Snow load WARRANTY F partner. We are committed - 10year Product Workmanship warranty.. to building strategic,mutually beneficial Collaboration with 2s year linear Power warranty installers,developers,distributors (Please rarer to productwarranty for details) a and other partners as the backbone of our shared Success in r -` - t CERTIFICATION driving Smart Energy Together. LINEAR PERFORMANCE,WARRANTY I PACKAGING CONFIGURATION Q 10 Year Product Warranty•25 Year Linear Power Warranty 68" `, a squs Modules per box:26 pieces w i Trina Solar Limited i� WW W.trinaSOIOLCOm - W00% - - iRa Modules per 40'container:728 pieces F : im �-7] . Addition p 90% ai value from Frjna SO'Ors line wQr/an coMev IT CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. paMP4lB - 4t� ly Cl r� (�tr -- o �'JO r� ( (�F' ®2014 Trino Solar Limited.All rights reserved.Specifications included in this datasheet are subject to 7� Y oubmsoI�.A1 (�80% _.._.._ .._.._ L _ _ - TIl chasoI�,.tl change without notice. Smart Energy Together Years s to 15 20 25 Smart Energy Together `eowPa� • ` Trinastandard Indusrry standard - al THE RInamount MODULE TSM-PD05.18 Mono Multi Solutions ' DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC unit: •Peak Power waifs-P- Wp) � 250 1 255 1 260 M 1 265 O 91 99 tt{ + Power Output Tolerance-Pmnz(%) r 0-+3 E- ' e, 4 Maximum Power Voltage (V) 30.3. 30.5 _ 30.6 30.8 !!!( THE ❑C��l�� M 0' 'U' I'1�' �NaroNo � - !!8O" Maximum Power CLinenT-ImPP(A, t NAMETrwre o (Open Circuit Voltage-Voc(V)- j 38.0 t 38.1 I 38.2 38.3 NrnE Short Circuit Current-Isc.(A). 8.79 8.88 9.00 9.10 i srnuiNC ! t �n �/r.�► � ,n'+I 22 - - Module Efficiency 9m(�) 15.3 }. 15.6 15.9 16.2 I!►�{1 O D® d E - STC:Irradiance 1000 W/m2.Cell Temperature 250C.Air Mass AM1.5 according to EN 60904-3, IIIIII 111111// 1IIIJJ3J LL�J Typical efficiency reduction of 4.5%at 200 w/m'according to EN 60904-I. 7-1 ELECTRICAL DATA @ NOCT Maximum Power-Pmnx(Wp) _ 186 1. 190 _ I. 193 �. 197 �6 0 CELL �Maximum Power Voltage-VMP IV) 28.0 28.1 28.3 28.4 // RYS A I N - ._... .. -66A Maximum Power Current-lm (A) ( 6.65 6_74 6.84 6.93 MULTIGRYSTALLINE MODULE �a aNN°�NeEE - PD05.18 �; � encx � A A �Open Circuit Voltage IVi-Voc(V) 35.2 35.3 35.4 35.5- �. s .. '. 12-ONAIN NatEWITH TRINAMOUNT:FRAME ' Short (A) f z10 z1� �. 7.v z3s [' - - -- _ - - NOCT:Irradiance at 800 W/m2.Ambient Temperature 20°C,Wind Speed 1 m/s. . 6,2 250-265W � ,Bg �'> Bock view MECHANICAL DATA POWER OUTPUT RANGE Solar cells Multicrystalline 156 x 156 mm(6 inches) Cell orientation 60 cells(6 x 10) Fast and simple to install throu h dr op in mounting solution Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) 16 - - 'J Weight 19.6k 43.12 IDS f .27oGlass+ )3.2 mm(0.13 inches),High Transmission.AR Coated Tempered Glass . MAXIMUM EFFICIENCY r I i Backsheet white Frame Black Anodized Aluminium Alloy - Good aesthetics for residential applications J-Box IF 65 or IP 67 rated ��///1 1 .Cables Photovoltaic Technology cable 4.0 mm2(0.006 incheS2); ®~+3/ „ (QD { _ 1200 mm(47.2 inches) O 1 ' 1-V CURVES OF PV MODULE(260W) POSITIVE POWER TOLERANCE 111 , Conntor- - H Am phenol 4 Aphl � ,o.00 � -ec - .- - ,. -• _ _ . , � t s.w saa - Fire Type TuL 1703 Type 2 for Solar City ; a.00 ow m2 - �- - -; Highly reliable due to stringent quality control - - - _ Over 30 in-house tests(UV,TIC,HF,and many more) I". ''°° aovm As a leading global manufacturer • In-house testing goes well beyond certification requirements ? a'00 mew rn2 TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic + PID resistant Nominal Operating Cell Operational f-40-+85°C products,we believe close. 4.0o g 44-C 1+2°c) Temperature(NOCT) cooperation with our partners I + a.00 Maximum System 1000V DC(IEC) is critical to success. With local } € zoo Temperature Coefficient of PmAx -0.41%/oC Voltage 1000V DC(UL) presence around the globe,Trina i5 - - ,., '00 Temperature Coefficient of Voc (-0.32%/oC Max Series Fuse Rating r 15A s o.00 able.to provide exceptional service Certified to withstand challen in environmental �' I, To _. 30 ao so Temperature Coefficient of lsc 0.05%/°C to each customer in each market k g g and supplement our innovative, ® conditions y.N.a•n reliable products with the backing t • 2400 Pa wind load (; of Trina as a strong,bankable • 5400 Pa snow load WARRANTY partner. We are committed �r j 10 year Product Workmanship Warrantyt to budding strategic,mutually CERTIFICATION beneficial collaboration with 25 year Linear PowerWarranty -� installers;developers,distributors c IIL W iF' (Please refer to product warranty for details) , and other partners as the ❑ ` es ° o backbone of our shared success in driving Smart Energy Together. I LINEAR PERFORMANCE WARRANTY ` t l� EL- EE PACKAGING CONFIGURATION 10 Year Product Warranty•25 Year Linear Power Warranty ; COMP°A"` Modules per box:26 pieces w Trina Solar limited i. www.trinasolar.com - f ;tvo% •odd { Modules per 40'container:728 pieces y 1Hoha!value bo 90% - hl Trlha Salpr, o m.„, a. S 1lnegr N'arlanh, l - CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. toMPATTe 4Y DGfl�Iso�ar I 4ao��so�ar All g ervetl Specifications included in this datasheet ores 1 0 = i c9 80% -_- --- - - ,. P ®2015 Trina Solar Limited rights reserved.S e subject t ti� -- - - change without notice. /eW Smart Energy Together { Smart Energy Together I Years 5 10 15 20 25 - oOMPPry .. �.�E3 Trina standard [3:ndusrrystandard.�,. �� ' f " * =oo SinglePhase Inverters for North America o I a rSE3000A-US/SE380OA-US/SE5000A=US/SE6000A-US/ solar=oo � w © SE7600A US/SE10000A US/SE11400A US li L k SE3000A-US SE3800A-US SESOOOA-US SE6000A-US SE760OA-US SESOOOOA=US SE1140OA-US 4 f OUTPUT t = 9980@208V SolarEdge Single Phase Inverters ® Nominal AC Power Output 3000 3800 5000 6000 7600 10000•�7p 240y . 11400 VA � 4x sdoo @ioav 10800 @ 208V Max.AC Power Output 5450('°240V 10950 @240V 50 12000 VA For North America f .... ... ......... 3300 4150 6000 83 .. .. _... .... . .. `AC Output Voltage Min:Nom:Maxpl. .. . ` 183-208-229 Vac - - ........................................... ................ ................ ............................... .............. .............. .............. ......... SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US itf �# AC Output Voltage Min:Nom:MaxPl .' ,. 211-240 264 Vac ✓ SE7600A-US/SE10000A-US/SE1140OA-US .................................... ................ ................. ...........................•. ........ .. ........................ .... ................ .. s ".' r „ st'sr,� AC Frequency Min.-Nom:Max.lt' 59.3-60 60.5(with HI country setting 57-60-60.5) Hz ... a ' za zosv 48 @ioav ""`4,/'' x ' 1'' a Max.Continuous Output Curren[ 12.5 16 @ 25 32 47.5 A ' .......... .@.......... .. .......utpu.Current ...............I...... .. ...I..:......-....... a*+,��+�+ - 21�240V 42 240V .............. ............ ..GFDI Threshold .................... 1.......................................................... A .... - t Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes f INPUT - =`��aerte� ..-.•; ,..,{ . Maximum DCPower(STC) •..4050 ••• ._•••5100 •..... 6750•••••••.•• 8100...• •.•-30250••••.. .13500. .. •••••15350•••. ..J11W..... a s `�"' Transformer less,Un rounded ................. Yes ................................ ................... ... ........................g...._. ... ...................... ............. .... .... ... ` , a � i �n= Max.Input Voltage 500 Vdc a �+ .+" 3k �b x'tx it «`' d`2.,„ .............. .......................... .................................. .... .. ... ...... .... .. ..... ........................................... Vd d v 7t". ' j,�i WaRantY .= .,:",a ii5, `• _,� t a� " 's`;• i`.,>�'t-,�'.:_ Nom...........................................DC Input Voltage ............ ........... 325 @•208V/350 @ 240V....... .............. .Vdc.... w �.,.,_.."_-,;.,, o�,'`'` ;• -q"x :'- ,�, ,,,, # i ffx < i 1 r'" ' 3. „„ Input Current 2) ..16.5 @ 208V. ...... ... ...-. ..33 @ 208V.. Ad Max.Input Current ......9.5....... ......13.......I.155 240y..I_......18 ... ......23.......I..30S 240V I 34.5..... Adc........... ............. ... ... ..... .. .... 1r= N' t .............. .. .. .. C'° �° •:• i s�;_4 fi )n 5, Max.Input Short Circuit Current 45.................. ......... Adc r ........... I .. ......................... ......... Reverse.Polarity Protection ............................................... .......Yes.......-................................................. ......... t�,�ub Ground.Faultlsolation Detection 600ka Sensitivity ••• .......... ..... .................... .... - o .•,„� .._ '� „^#r 'nlF-T .� ; Maximum Inverter Efficiency 97.7 98.2 98.3 98.3 98• ••. 98.. .. ._._.98••.• ••%•.... y�,: ............................... ........ ............ ........... ..97.5 @ 208V. ............ ....... ...97 @ 208V... ... CEC Weighted Efficiency 97.5 I 98 I I 9.... 97.. @ 97.5 % 98•R•240V _ 97.5• 240V ems.* ................ ..... ..... ......... . .... .... .. ... NighttimePowerConsumptio <2.S <4 W s 'ADDITIONAL FEATURES a .:.. 4,t • '•�?+^_ " "s; <. _•... a r '�`? r' ,,r ,` Supported Cm unic - RS485 RS232,Ethernet 21g8ee(optional) ........ .. .... .. .... ....... • Revenue Grade Data, Optional' .........................A ...... ............. ... ... .. . .............. ......... '. >s rx�+".. '•' a^�• �a f���-�'��` ?` -� � ? t' � • Rapid Shutdown-NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit Is installed(4) A. - - - VSTANDARD COMPLIANCE a.,: All Safety ... ......... ....... ................. UL1741 UL36996 UL1998.CSA 222 ................ .................. ........... e ...................... a ' -, Grid Connection Standards IEEE1547 ............................. ......... ......... .... ...... ....... ...... ...................... ........... ... .. �. .?, xa ,,;.;x �„K.,, x+ ; o-' ;. rns•: ` s�: Emissions .. .... ... ...FCC part15 class B.. € ; .• � at IINSTALLATION SPECIFICATIONS'> .. _ .i•'t`: _ ;.' `"� 'a.-t£ -s-` „e' _�': a,�; m 'y�,,,;..; AC output couit size/AWG range 3/4 minimum/•16 6 AWG 3/4 minimum.8 3 AW nd G DC input conduit size #of strings •• minimum 1-2 strings%. +G '. ,.1 r a u �. " ''��" *' �s't"•i' p / g / 3/4"minimum/1 2 strings/16-6 AWG '' t'-�*^ "it '3 �+I ,:. ;.;,» •;. k+t , AWG reng@'......... g 14;6 AWG - 6`¢i ; '+ 4' „+ +* •. Y38 "' ,� Dimensions with Safe Switch 30.5 x 12.5 x 10.5/ in/ - •�I HxWxD 30.5 x 12.5 x 7.2/775 x 315.x 184 mm ...... ...... ................ ............... ........ ........ .. f ) ;s�.' '3 `•S+ '*' - � ��'1L-rrt', 'k.?':t ,t' k... 3. A'rv--eW '-2 ..1... ..�...... .......... Weight with Safety Switch 51.2/23.2 ..I ..............54.7/24.7. ..........88.4/•40.1.......... lb/.kg... Natural.. i' ..' n z�s *+" C^ x �i a I � convection ' Cooling Natural Convection and internal Fans(user replaceable) _ fan(user The best choice for SolarEdge enabled systems .. ............................ replaceable).. ............................................... Y - Noise <25 <50 d.. - Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Min:Max.operating Temperature 13 to+lao/-25 to+6o(ao to+so version available'sl) F/'c - Superior efficiency(98%) Range.•.•••.,• Protection Rating ......................................................NEMA 3R.... Small,lightweight and easy to install on provided bracket For other regional setengs please contact 5olarEdgsupport- A higher current source may be used;the inverter will limit its input current to the values stated. - Built-in module-level monitoring - - p'R nuegmdein her P/N:SE-.4-USOOONNR2ifor760OWi-e er:5E7600A-Usw2NNR2). - - -v- IM Rapid shutdown kit P/N:SE1000-RSD-51. - Internet connection throughEthernet-Or Wireless - VI-40vemion P/N:SEx IXA-USOOONNU4(for 760OW Inverter.5E7600A-U5002NNU4). - Outdoor and indoor installation , Fixed voltage inverter,DC/AC conversion only - Pre-assembled Safety Switch for faster installation F; Optional-revenue grade data,ANSI C12.1 USA_-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us , 1 a i __