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0099 WAYLAND ROAD
�R, ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 0`71l I Parcel :�04, Application # 00 Health Division Date Issued��'6�� Conservation Division Application Feeb Planning Dept. Permit Fee ( ' Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Street c Proje t r (cyn St Address �Q �c e_, Village r\ / Owner 11�1 �� w�� �� cc.n E fa5L Address c Telephone _ h ',t_ Permit Request _T�SV t.� Sp�� �+r`�(s av-) �� Sj-�.� V\Jks-e G.)i fl� ctn cu �r a S U c1 Pl. n 5 i h / � Square feet: 1 st floor: existing _ proposed 2nd floor: existing proposed Total new Zoning District 1�,b Flood Plain Groundwater Overlay Project Valuation 1� Qb_() Construction Type rC Lot Size r----- Grandfathered: ❑Yes 2�Nlo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure �5J Historic House: ❑Yes ,Alo On Old King's Highway: ❑Yes a No 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 r Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other/✓ (}- Central Air: ❑Yes ❑ No Fireplaces: Existing /fit New Existing wood/coal stove: ❑Yes ❑ No 'Detached garage: ❑ existing ❑ new siAtpool: ❑ existing ❑ new sizelU-L Barn: ❑ existing ❑ new size/0- Attached garage: ❑existing ❑ new sizeW-Shed: ❑ existing ❑ new size&Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ a Commercial ❑yE ,J�No If yes, site plan review# , Current Use e G Proposed Usee-e Eii -APPLICANT INFORMATION < Y e (BUILDER OR HOMEOWNER) Name �� (ildo�61_ Aj �nrv_ Telephone Number J "1 �D Address 7 We-5 oaJ License# 05 C1 L a -6 U Home Improvement Contractor# Email Worker's Compensation # Di�o�-0 ALL CO RUCTION DEBRIS RESULTING ROM THIS PROJECT WILL BE AKEN TO. q SIGNATURE DATE L� a ? FOR OFFICIAL USE.ONLY APPLICATION# DATE ISSUED MAP/PARCELNO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT a ASSOCIATION PLAN NO. ;i , So larCity :nv�� �? OWNER AUTHORIZATION0 d 4 Job#• Property Address: _� 1 IAu-� � i � �n, ijdA v d o J x3 # I r as Owner of the subJect � property hereby authorize SOLARCM CORPORATION to act on my behalf, in all matters relative to work authorized by this building permit application. {�YFy S J i A 6.� /0(0/x ignature of Owner: Date: A 2 Cv^�h�^viiY.vO��t ' F a�sscn�+►+e�ti Oeu�►�+e.+.1 e1 ruUe�.9�ht1� Soa.d of oul000 009wat os And stalmdods t amp CS-108616 JASON PATRY . 921 STEWART DRIVE Abington MA 02251 1 2— :..«.:... ..� 02RW2019 OMet of Couomer Afbin&130si am Regmlodom i HOME IMPROVEMENT CONTRACTOR Roo I botlon: t138572 7ypory�ry i Expiration: 3WD17 SupplemaM C SOLAR CITY CORPORATION JASON PATRY 24 ST MARTIN STREET OLD 2UNI �•�•�--, AAkBOROUGH,MA 01752 Umderuerrbry I (-f,A, ((-(in/Jess-Regulation Office of Consumer Affairs d B i., w; 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 318/2017 CHERYL GRUENSTERN - -- -- _ 24 ST MARTIN STREET BLD 2UNIT 11 - ----_ - -- �...,.,.- MARLBOROUGH, MA 01752 Update.Address and return card.Mark reason for change. SGA 1 a, 20M-0511 )./ Address ; Renewal Employment F—? Lost Card n. . [lice of Consumer Affairs&Business Regulation License or registration valid for individu)use only R HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: '1 Office of Consumer Affairs and Business Regulation Registration: 168572 Type: 10 Park Plaza-Suite 5170 Expiration: 3/8/2017 Supplement Card Boston,MA 02116 SOLAR,CITY CORPORATION CHERYL GRUENSTERN v — 3055 CLEARVIEW WAY SAN MATEO,CA 94402 Undersecretary -Not valid without signature a s i 77ie Commonwealth of lldclsrsackracel(ts Department of Industrial Accidetats 1 Congress Street,Suite 100 Boston,M4 02114--2017 IV*W nN ss.gov1dia Workers'Compensation Insurance AfI'tdmnt:Buit4ers/Cenimaoors/Eft:ctricians/PtumbL-s. TO BE FILED WITH THE PERMITTING.AUTHORITY. '¢ ntlnf+srntnatian Please Pn it Lab NaMe(BusincWOrgunizarmii/indvidual): SolnrCity Corporation Address: 3055 Cfearview Way City/State/Zip; San Mateo,CA 94402 phone##' (888)756-2489 Am you so employer?Cheek the appropriate box: Type of project(required): 1.141 acre aemplo}v with 12,500 exriplw=(full aedlor pa W0,i).x 7. 1+levv construction 2.❑1 emr a sole proprietor or pmtnership end have no employees working for me in 8. Remodeling M Vichy.PA o workers'emoy.insuram w4uked.i ^ 3.a1 ama homeowner work aWsetC[Nav pikers'comp;insurance t 9. El Demolition I0 E]Building addition 4.[][am a homeowner and will be hiring cottactors to eoaduci all work on my propeq. [will ensure that all earl wwrs pulsar have wurl ors,'emupnasation inson Beware soli I'l.Q Electrical mpalrs or additions pwietors with an employees. JI 12.0 Plumbing repairs or additions 5.01 am a general,contractor and 1 hwe hired the sahKxmtrac[ors listed on the attached sheet. These sub->wnirnaom have cmpto)'ecs oral have workers'carp.inwri noc3 KE1Roof repairs . 14 �Otl>;er War panels 6.[J We are a corpormion and its officers have exercised their right olexcmption per MOL c. 132,§1(41 and we have no employees.[No workms'eargt.insurance required l *Any applicant trig checks box ill roast also rdl out the soeeiou brdow showing their%wkers'compensation policy krfoanndon. •11*n1WWM3 Nrho submit this aft'rduh]ndiea E they are doing all work and then him outside.omtractom must submit a now nftldavh indicating suck ZCoouzaors that check this box mast auarhed an arldiEional sheet sbmft the eama orthe sub-contractors and state whetber or not dmse entities have unployan. Iflhe sub-eonwators have emptoyms,they most provide their wdrkets'carp.policy r umter. I a>!nx air ernplpyer drat is providing n►arkers'Compensntioex iinsnranee jot ins employees. Selo»►is the pa/icy and jab site iufarinrttio►r. . Insurance Company Name:American Zurich Insurance Company Policy#or Self im Lic.k WC0182015-00 Expiration Date: 919/2016 Job Site 1#eidras: 99 Wayland Road Csty/State/Zip: Hyannis,MA 02601 Attach a copy of the workers'campensatiop polity declaration page(showing the policy member and expiration date). Failure to secure coverage as required under MOL c.152,§25A is a criminal violation punishable by a fine up to S 1,500.00 wtd/dr one-year imprisonment,as wel I as civil penalties in the form oft S'TOI'WORK ORDER and a finis of up to$250.00 a day agairtnthe violator.A copy of this statement may be forwarded to the Office ofinvestigations oFthe DIA For insurance coverage varilication. I do keredip cerdA under the pains aml penalties of perjury that the hifwrmartiatt provided above is true and ewect ason Patr October 9,2015 Phone Ofjicial use only. Do not wrlte in this ar-�to be evarpleted fry door town o,,(flci'aL City or Towne Permit/License# Inning Apthority(circle one): 1.Board of Health 2.Banding Department 3.Cityfrown Clerk 4.Electrical Inspector S.Plumbing Inspe dor 6.Other Contact Person: Phone 9: f - ACa DATLe fAIMfDD1YYYY) CERTIFICATE OF LIABILITY INSURANCE 017Y1015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURIER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)trust 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 Beu of such endorsement(s). CONTACT . PMAARSSH R SK&INSURANCE SERVICES AME _..—...._..._...—.._....:.... ......_... . _....�.. 346 CALFORNIA STREET,SUITE 1300 . PHONE ppAK CALIFORNIA LICENSE NO.0437153 _.._.. . . .............. E�tAAu SANFRANCISCO,CA 94104 gORRES ........... ..........--........ - -...—.—. _...._.... AM:Shannon Sm64t5-743-8334 1NSURER(S}AFFORDING COVERAeE..... .. .._._.:_.. NAICA 998301-STND-GMVUE-1515 INSUFU R A;ZH'Ch AWiran UM arMa GOMP nY 116536 SSdarCl4 C PMBfiDn INSURER p:.NIA NIA 3065 Clear*w Way INSURER C:NIA San Mateo,CA 94402 __..._—_....._._.:...__....... ... INSURER D:American ZUlich 1nsLuatlrA Company 40142 INSURER E:.. ftMFd?t F COVERAGES CERTIFICATE NUMBER: SEkW271363" . REVISION NUMBER:4 THIS 1S TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUER) 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. TYPE OF INSURANCE -._._ _...IADDLTSIIBR .. ...... .....PdUCYNUMBEit .. PdLffF F POLIGYEXP LIMITS L7R t A IX 'COrAMERCUU-GENERAL LIABILITY GLOD182016-00 091D1015 11YAMM6 EACH OCCURRENCE S 3.QOD,ODD DAMAGE TO RENTED F tCLAIMS•MADE nOCCUR PRENI,$E�S(Ee,gecurren9e} S•..••••.,•_—._ 3,001),0130 F X SIR E250,ODD 1 AtED ExP(a, 5,ID0 .pne Pper. .. 3.. PERSt]NAL&ADV INJURY S 3,000,000 GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE: S 6,000,000 PRO- Al POLICY LOG i PRODUCTS•-COMPIOP AGG S 6,000,000 OTHER. A Auramoaux uAwTY `BAP01B2017-W 09f01015 09)01=5 COMBINED D SINGLE uNrr S 5,000,00D : eycmerul X AW AU 0 � I � BODILY 1NIURY(Per person) S X. AALL UTOS OWNED U�x ASC SCHEDULED E BODILY WJURY(Per accident) S X NON-O*A9fEDIHIED AUTOSAUTOS I I SPeT. ( ]..._.. ............ COMPrcou DED: . 3 U MBRELLA OCCUR f i EACH OCCURRENCE S_.._......_... CLAIMS-MADE I ! AGGREGATE S - S D WORKERSCOMIFENSATIDN ; EWG0182014Q0(AOS) 09011ZD15 109/D1l1D15 X PER • AND EMPLOYERStlA9u1TY I �t9TliTUTE OTH - -_.iR.. _.._ .................... A ANY PROPRIETORIpAR ER1EXECUTIVE Y i N -W�182015-DD(AAP1) 09ID11Z{l15 ;D�DI/ZO'15 E.L EACH ACCIDENT S 1,6DD,000 OFFtCER71,SNRERr=XCLUDEDI N1AI —._ .._....._ ............. ( ,datoy In NC DEfTIBLE$500,DG0 E L.DISEASE_EA EMPLOYEE S 1,000,00(1 IX descrbe under ... DESCRIPTION OF OPERATIONS E.L DISEASE-POUCY LMAIT $ 1,0DO OD0 . I DBSC$UPTM OF OPERATIONS I LACATION51 V1agCL£S IACORD lei,AddHbnal Remarks Scheduis,maybe ettachsd It mow space la required) EvItIenae of insutance. - II CERTIFICATE HOLDER CANCELLATION SdarCtY Carporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055GeawiewWay THE EXPIRATION DATE .THEREOF, NOTICE YY8_L BE DELIVERED IN San Mateo.CA 9902 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORED REPRESENTATIVI! of Marsh Risk&insurance Services i ChaRes Marmoh jo 01980-2014 ACORD CORPORATION. All rights reserved. ACORD 2512014101), The ACORD name and logo are registered marks of ACORD c , Version#49.3 r; o��4a �o SolarCit HOF ON SKANDA R' October 7, 2015 RUCTURAL v, ;o oa51666 Project/Job#0262018 9 F�IS �����•�' RE: CERTIFICATION LETTER ONAL Project: Mcintosh Residence 99 Wayland Rd Barnstable, MA 02601 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes = MA Res. Code,8th Edition,ASCE 7-05,and 2005 NDS - Risk Category= II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf - MP1A: Roof DL= 10 psf, Roof LL/SL = 21 psf(Non-PV Areas), Roof LL/SL= 12.3 psf(PV Areas) - MP2: Roof DL= 10 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 12.3 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0,18757 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new.attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res.Code,8th Edition. Please contact me with any questions or concerns regarding this project. Paymon Eskandanian, P.E. Digitally Signed by Paymon Professional Engineer Eskandanian T: 714.274.7823 201 5.10.07 07:55:29 -07'00' email: peskandanian@solarcity.com i 3055 Clearview Way San.Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771,CA CSLB 888104,CO FC 8041,CT HIC 0632778,DC HIG 71101488.DO HIS 71101488,HI CT-29770,MA HIC 168672,MD MHIC 128948,N.1 13VH0616moo. - OR COB 180498.PA 077343,U 7pLR 2/o08,wA GCL:SOLARC'91007.0 2013 SolarQl/.A I qgh s reyorved. 10.07.2015 .���!• PV Version#49.3 ;SOIarCit System Structural r l�, y Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name:_ McIntosh Residence AHJ: _ - Barnstable___� Job Number: _0262018 Building Code: -_ MA Res.Code,8th Edition-� Customer Name: Mcintosh,William Based On: -IRC 2009!/.IBC,2009_ Address: 99 Wayland Rd ASCE Code: ASCE 7-05 City/S_tate Barnstable, MAC Risk Category_:_ Zip Code 02601 Upgrades Req' ? No Latitudes/pnpngitude: 47: 58505 70.310473__ - Stamp Reg SC Office: Cape Cod PV Designer:, Ryan Stemmerik Certification Letter 1 Project Information;Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.18757 < 0.4g and Seismic Design Category(SDQ = B < D 1 2-MILE VICINITY MAP • _ • DigitalGlobe, MassGIS, Commonwealth of Massachusetts EOEA, USDA Farm Service Agency 99 Wayland Rd, Barnstable, MA 02601 Latitude:41.658505,Longitude: -70.310473,Exposure Category:C STRUCTURE ANALYSIS LOADING SUMMARY AND MEMBER CHECK- M1P1A Member Properties Summary MP1A Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Properties `°Span 1� hs,11°:51 ft �4Y -L,Actual D ,i, w=5.50"' w Number of Spans(w/o Overhang) 1 San 2 Nominal Yes _. Roofing Material Comp"Roof "Span 3 _ A `8.25 in.^2 " Re-Roof No San 4 S. 7.56 in.A3 PI ood Sheathing Yes San 5 Ix 20.80 in.A4 Board Sheathing None Total Rake Span 15.05 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 0.67 ft.,. Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.17 ft Wood Grade #2 Rafter Slope 350 e: PV 2 Start. ' �o. M� x,Fb m 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start r f ` E N 1400000 psi. Bot Lat Bracing I At Supports PV 3 End Emi„ 510000 psi Member Loading mary Roof Pitch 9 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.0 psf x 1.22 12.2 psf 12.2 psf PV Dead Load' PV-DL ;w°3.0` sf:` - x i1.22 :,wx i=. 3.7 psf Roof Live Load RLL 20.0 psf x 0.78 15.5 psf Live/Snow Load LL SL1,2 30.0 psf' '' k 0.7 I x 0.41 21.0 psf `12.3 Total Load(Governing LC TL 33.2 psf 28.2 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Q(Ct)(IS)pg; Ce 0.9,Ct=1.1,IS=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 0.52 1 1.3 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 35 psi 0.8 ft. 155 psi 0.22 D+S Bending + Stress = :976 si;_4 ,, 6.6 ft. „. 1504 psi - - �0.65 D+.S ,Bending - Stress -23 psi 0.8 ft. -784 psi 0.03 D+S Total toad Deflection " 0.75 in f 225 '' 6.6• ."R 1 1.41 in 120 1 0.53 _- v D+S f CALCULATION DF DESIGNWIND�LOADS MP1A 1 Mounting Plane Information Roofing Material Comp Roof PV sy tem_Type _ _ _ �SolarCity SleekMountT"' Spanning Vents No Standoff Attachment Hardware Corr Mount Tvoe C " Roof Slope 350 Rafter Spacing,• Framing Type Direction Y-Y Rafters Purlin Spacing, _X-X Purlins,Only_ wY u - — NA Tile Reveal Tile Roofs Only. NA ', Tile Attachment System Tile Roofs Only ,Standing Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design,Method_. _ Partially/Fully Enclosed Method �. M . _ Basic Wind Speed V 110 mph Fig. - Exposure gory Cate y C` ,fir _ .. _ _ _ Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Het °` , h 15 ft '~ � Section 6.2 Wind.Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 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)22.4sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U G -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down)' GC 'Dow `0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p=qh(GC) Equation 6-22 Wind Pressure U -21.3 psf Wind Pressure Down 19.6 psf ALLOWABLE.STANDOFF_SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" _ �-�.� _ Max Allowable ,Cantilever Cantilever• Landscape _# 24" � _ ` yNA Staoff Confi uration Landscape Staggered Max Standoff_Tributary.Area`" `'' Tribes. `17 sf PV Assembly Dead Load W�PV 3.0 psf Net Wind Upl_iftat_Standoff _ t-:actual_ Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 68.7% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 481f� _ _ 65" Max Allowable Cantilever Portrait _ -_ _-- - 14" _- - NA StandoffConfiguration Portrait Staggered PV Assembly Dead Load W-PV _ 3.0 psf — Net Wind llWind Uplift at Standoff_. w Tactual:. _:_ -428 Ibs m ^ Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR t- 85.6% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Properties r' San 1 lo 6.45„ft Or- Actual D z: ,j3 5.50" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 "" ' "` .,_ Av' T 825 in.^2 Re-Roof No San 4 S. 7.56 in.^3 PI ood Sheathing Yes San 5 Ix 20.80 in.^4 Board Sheathing None Total Rake Span 8.88 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start. 1.17 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 6.92 ft Wood Grade #2 Rafter Sloe 35°k._ 'PV„2 Start-, ,%, Fb.. 875 psi Rafter Spacing 16"O.C. PV 2 End F. 135 psi Top Lat Bracing -`Fullo J,PV 3 Start r !'44, E§,: 1400000 si Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading Summary Roof Pitch 9 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 10.0 psf x 1.22 12.2 psf 12.2.psf PV Dead Load PV-DL 3.0psf _ o, ,x 1.22 - ,3.7 psf Roof Live Load RLL 20.0 psf x 0.78 15.5 psf Live/Snow Load LL SLl Z °' 30.0 psf . x 0:7 J,x 0.41 ' '21.0!psf.r 12.3 psf,-� Total Load(Governing LC TL . 33.2 psf 28.2 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)p9; Ce=0.9,Ct=1.1, I,=1.0 Member Design Summary(per NDS - Governing Load Comb CD CL + CL - CIF Cr D+ S 1.15 1.00 1 0.82 1 1.3 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 23 psi 0.8 ft. 155 psi 0.15 D+S Bending +)Stress 293 psi 4.1 ft. "1504 psi "A'' 0.20 '` D+'S.4 ,Bending - Stress -35 psi 0.8 ft. -1229 psi 0.03 D+ S Total Load Deflection 0.07 in. 1350 4.1 ft. 0.79 in. I LJ120 0.09 D+S J [CALCULATION OF DESIG_NvWIND L6, DSMP2 i Mounting,Plane Information Roofing Material Comp Roof PVPV S sysy tem_Type_ _ SolarCity SleekMount' Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 350 Rafter Spacing._ _:�__•a- " 160 C.. . _� Framing Type Direction Y-Y Rafters Purlin Spacng _ » _ e.__ X-X,Purlins,Only p1' ;; ,: NA .{ig� - - - - Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only � T NA-' ` - - �- ,Standing Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method_ A Partially/Fully�Enclosed Method Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category y $ w G Section 6.5.6.3 Roof Style _ _ Gable Roof Fig.6-11B/C/D-14A/B Mean,Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factory °q � �wKrt -- � --717 , ---- 100'µr' r Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance Factor W I: �^ 10 � - _ Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(VA 2)(I) Equation 6-15 22.4 psF Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Dow 0.88 „,M Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC) Equation 6-22 Wind Pressure U „ 21.3 psf Wind Pressure Down 19.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39"Y___ Max Allowable.Cantilever _ _ —Landscape, 24_ __NA_ Standoff Confi uration Landscape Staggered Max Standoff_ Tributary Area, _ Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wmd,UplLft at Standoff _�_ ,Tactual- -3-111- : , Uplift Capacity of Standoff allow 500 Ibs Standoff Demand/Capacity DCR I�_ 1 68.7%4,. X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable.Cantilever-; „_ _ ,� _portrait._� _ _���19' � ,��yNA- Standoff Confi uration Portrait Staggered Max Standoff Tributary A_r_ea , .. _ Trib P_V Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff,' T-actual M- -428 Ibs ` -- _ - _ Uplift Capacity of Standoff T-allow 500 Ibs Standoff a and Ca aei DCR TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION t ~ i Mapes Parcel Permit# 7 �� Health Division '' ` � s oug b6tq 1i . Date Issued J P Conservation Division E't a Application Fee Tax Collector Permit Fee Treasurer 'SEPTIC SYSTEM MUST BE Planning Dept. tVISTAtIED IN COMPUANC S' Date Definitive Plan Approved by Planning Board DTI`'TITLE S t:?1=ONMENTAL CODE AND Historic-OKH Preservation/Hyannis TOWN REGUU!IONS Project Street Address q!q W &u/-, ,, V, Village 0 IS Owner Address "w4ry 4 , 11r,14 no I (I Telephone S( - I'Ls—�—4(, Permit Request 2)4?L -exle✓t S lean . Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation � Construction Type O - Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑' Two Family ❑ Multi-Family(#units) Age of Existing Structure ' V A5° Historic House: ❑Yes (;),Ko On Old King's Highway: ❑Yes ❑No Basement Type: All ❑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: ZGas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes rNo Fireplaces: Existing New Existing wood/coal stove: C�7Yes ❑No Detached garage:Or/existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage: existing ❑new size Shed:dexisting ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review#. Current Use p® " ` T Proposed Use BUILDER INFORMATION NameC. Telephone Number Address Wee a if License# 4 is .0- • 0 Home Improvement Contractor# - Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE `P `. FOR OFFICIAL USE ONLY PERMIT NO. Y DATE ISSUED a MAP'/PARCEL NO. ADDRESS VILLAGE OWNER ' DATE OF INSPECTION: E 'r FOUNDATION goN,*To 16 rs FRAME INSULATION - FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING = /N 1 y 4 W DATE CLOSED OUT ASSOCIATION PLAN NO. r The rComfnon vea�th•of Massizchusetts Departments/o�f/IndustrialAceidents' 660 Washington Boston;Mass.. b2J�IJt "~ Workers'. Co m ensation,insurance Affidavit-GeneralBusinesses / 11MM-.1 WAYIR�MVVI)Nr address: t 5•. (,A • hone# 7 _M5—Z 6 ci�;�_ �1 l state• 4 , site iota 'ozi full address : ; ' s e; []Retail❑Restaurmi/Bar/Eatirig Fstabli5hment wor etor and havd no ono Base RED$stake,Autos etc.)' I�.a sole propn []Office❑Sales(uicluding r. ywr16 m any capacity. 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'' .'• ' S• ,:,. .,�,.•• �•;'r.' •a,y'•i.in►'•.,t. .s • v. t ', rt :Y'' -i'M trr<.S�Fts•.i';:'•' •sf• �S'ls4a„• e i r:,r••f +.'.L '✓'" •: .•S s r,?:,..,a s" ,�••.:,L'• .tjr,, ,,r.,y .. {.•ri 5}y',•{.,•. •�..�: �.. id:•,t:•;Y�;•r. . , .r3l4:tt; Ip 1},� '..J.:l. O'L1C.':it'a• '•t•�n'^r• •,•,,• insurauG- 'bt enaltim of aline up to$1,500.00 an or Failure to secure coverage as re9 ed under Section 25A of MGL 152 can lead to the imposition of crir 100.p ent r well as ci5dlpenalties�n the foim of s STOP WORK O"BR and a fin of$100.00 e'day againet m°' I understand that one years imprlsonm , • copy of this statement pay forwarded to the Office of InvesHgatiom of the DlAfor coverage verification. nd a sins an penal 'es bf p th tfie information provided above is frua attd ...... I do hereby certi u p �r ��� Date � � d Sigpatvre .� f �.®'��-^���.� .L•�fo�� , # ��►l/iCt � � - ,f Print nam° - Y official use only do not write in this area to be completed by city or town afficia� [Building Departraent permit/iiceme# DLicensing Board city ortoww ❑Selectmen}s Office [Realthbepartment [}-check if immediate respome is required []Other,____ phone#; contact person: (revitedSept7D03) - � , '' .. • � IiS�I'i1CtI0nS• �. •• forzuafon and Z to rovic#c workers' eompens tide far tl eir•. eral Laws c}lapter 152 sec66n 25 requires all employers p Massachusetts Gerl 1 ees: .As quote oxomthe fUV/7S an employee is.defined as every person M the service o another_under any contract oy of hire;express or 1�ed; oral or written, An emF oy ertners , association, corporation or other legal entity, or any fwo or rmre of 1 er is defined as an individual,p hip rP the foregoing engaged'm a•joint,enterpnse,and including the legal representatives of a deceased, employer, or the-receiver or association or other legal entity, emploYm es g tmploye . 'Howevei.the owDer of a trustee of an individual,partnership, dwelling house l,avang.not'taore than three aparba a its and who resides therein, or the:occupant�of the:dwelling douse bf another who eixrp,bys je sbi s to do maintepanc; construction or repair work on such dwelling liouse•ctr on the grounds or errant thereto shall not because of suchemployme�it be�deemecl to be aii employer, ,•, • . building,vp •.. ;, •; . .. , ;�, -• ' MGL chapter.152 section 25 also"sfatts fhat'eveiy state or lacal licensing ageney shall withhold the issuanet dr renewal erase or ' ermit to operate a business or to construct buildings in the.conunonwealth for any applicant who has a license p all 'neither tile' of y, not produced acceptable evldence•of compliance with the insurance coverage requvred. A chtion coiiunonwbalthnor.any.of it's political subdivisions shall enter into any contract for the performance of public work 1 #9 of cornpliaAce with tie insurance requi acceptable evidencerements of this chapter have been presented to the crnatracting authority. _ Applicants Please fi iII .le�ers°•eornpensafm affidavit corr�pletely,by checking the That applies to your situation..Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits maybe subrrutted to the Departme�t'of industrial Accidents-for confirmation of insurance coverage.. Also'be sure to sign and We the affidavit. The affidavit should be returned to the city or town flat the application for the permit or license is being requested, not the t gip, h ent 6� dustrial Accidents. Should you have any questions regarding the'"Iaw"or if you are obtain a workers'•compensgimpplicy please call theAeparhiient at the Mm:ber liste,ckbelow- required tol City or Towns please b e sure that the affidavit is cbmplete 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 regardwg the applicant. Please be sure to B11.is the per''�'cense number which will b'e used as a reference number. The.affidayits maybe xetuzned tq 'arrangements have been.made. -'_ the D ep arty ent b'. Or 1xAX unless Other . The Office of Investigations would like to'thank y'ou in advance for you cooperation and should you have any questions, ' Please do not-hesitate a•ca "'esitate to give •• ' ' " ' ' The Deparfinentis address,telephone and fax number: . ' The Commo nwealth Of Massachusetts , Deparbnent.of Industrial Accidents mot taasens 600 Washington Street Boston,Ma. OZIII fax#: (617)7Z7-7749 , -, TME Town of Barnstable o� Regulatory Services • Thomas F.Geiler,Director f Eaxrjs cjkl= 1619. Building Division ''lFD MAt k ' Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Fax: 508-790-6230 Office: 508-862-4038 permit ao. Date • AFFIDAVIT S-UppLEME w NT TO PERNM CATION MGL c.142A requires that the ion,o r onstruction of an addition o14 alterations, oany pie-existing oowr,�er o,c pied Tony -improvement,removal,demolition,or bu>7ding containing at least one but not more than four dwelling units or to structures yrhich are adjacent to tered contractors,with certain exceptions,along with other such residence or building be done by regis requirements. :]X6 yl, �� Fstim4ted Cost • Type of Work: �T—� jo�� is � Address of Work: , Owner's Name' Date of Application: I hereby certify that: Registration is not required for the following reason(s): . OWork excluded by law []Job Under$1,000 [�, '],g ding not owner-occupied L6mer pulling own permit Notice is hereby given that: RED OWNERS PULLING THEIR OWN E�ROM�EaROYEMENT WORK Do NOT HA.vE CONTRACTORS FOR APPLICABL ACCESS TO THE 73ITRATION PROGRAM OR GU MGL c.142A. ARANTY FUND UNDER SIGNED UNDERPENALTMS OF PERJURY Ihereby apply for aperrmit as-the agent of the owner: Contractor Name Registration hio. Date OR Qwner's Name ' T..Ln Town of Barnstable �oFt►,E l�ti . o„ Regulatory Services swcttvsrnst a Thomas F.Geiler,Director �9 ,�� Building Division ArE p �A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION DATE: Please Print © �"' /� JOB LOCATION: 6 �I f� .t/;/�5'66p l number l - e^e/t e� village "HOMEOWNER': � //���Ll / L�''�J/1 l'7-Sg� name home phone# work phone# CURRENT MAILING ADDRESS: 9Q_Y)4.e city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner, Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and require Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt I EXISTING GARAGE EXISTING DECK I I I I I I I I I I I I I I o 0 c I I I I I I I I I I I I I I I I I I I I I I I I I I I I o o coI I 0 . . .......... 10 I I I I I i I i I I I N (V .�............................. i._................. 2"-0 2'-0 7"-0 7 -0 7 -0 7 -0 PROPOSED 16' x 28' DECK EXTENSION PLAN NOTES 1. CONCRETE FOOTING - 10" AT 4' DEPTH 2. FRAME IS PRESSURE TREATED WOOD; DOUBLE 2" x 6" 3. DECK JOISTS - 2" x 6" AT 16" ON CENTER WITH JOIST HANGERS 4. DECK FLOORING - 2" x 6" 5. LAG BOLT PROPOSED DECK FRAME TO EXISTING DECK, 'MAY. 26. 2004 7:46AM NEWBORNSCREENING N0, 8818 P. F i i LOT 54 i S �s5B�2 46 o N � BREEZE WA Y (IV z �� � O GAR. w 4 , ti 00( 1�P, � LO 3 7 �i LOT 34 RES. ZONE.' 'RB" This MORTGAGE Il SPECTION Plan is For FLOOD ZO _ "C Bank Use Ortl TOWN: _1fnXffLF_ _____ REGISTRY OWNER: DEED REF .CTF_ -OL4Qf_______BUYER: _ULLL4JL-ee--KA7XEEX_1 _QZCV1 .Vl".�__ DATE: _13 /�1 __ PLAN REF:i_ s508� __ __"SCALE:1" 114EREBY CERTIFY TO LUMQ1ITIi.MOI�T���'_ ! _C_0MP_A_N_Y_IN_C._ _ ________THAT THE BU�LDING ��«+ °f Mgss YANKEE SURVEY SHOWN ON THIS P AN IS LOCATED ON THE GROUND AS o�� PAtll gcya CONSUL AN S SHOWN AND, THAT' TS POSITION DOES ___ CONFORM A. TO THE ZONING LAV SETBACK REQUIREMENTS OF HE MEAITHEW 143 ROUTE 149 ,TOWN of BAR ;SBL-Z__--------_ AND HAT No. 32096 MARSTONS MILLS, MA. 0 648 IT DOES_ NOT_ LI WITHIN THE SPECIAL FLOOD HAZARD �Fs gE�ISTiR�� y`�� TEL: 428— 055 AREA AS SI OWN 0 THE H,U.D, MAP DATED__846 — ��°Aqt Lallos°Q FAX: 420-5553 j ' Corpxnunitiz—PaTiel # 250001 0005 C TUTS PLAN NOT MADE FROM AN INSTRUMENT 7275 IC,TH' PAS A- ITH iS �+ SURVEY NOT TO BE USED FOR FENCES ETC. lAssessor's map and lot number........./. .........,.,�.....:... iTHET Sewage Permit number ....... ........." .....� d�Py ♦� (., Z BAUSST� 019. LE, :...., i House number ..................... ............................................. 9�C AOe �0� MOR TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ....COriS .ruc .„Sit'ale„Familv.•Dwellina.................................... TYPE OF CONSTRUCTION ....WOQd. Frame .. .. .................................................................................................. ....�o.l.. .i..! ...............19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for �a permit according to the following information: Location .......Zflt.. ..... .....t/.41^:f/..!.Cep.G?4....?. ..................g MA............................................. ProposedUse ..........................................................!.................................................................................................................. Zoning District R'B.' Fire District ...H nni...s ...Y............ ........................................................ Name of Owner Capr Corri Realty Trust Address 6r Fa].IrioLtth Road„ H.Vannis.............. ..................................................... ............................................... Name of Builder Real Estate Dev. CQ .Address 765 Falmouth Raad, Hvanriis +9 9 fl Nameof Architect ........................................................:........Address .................................................................................... siX v'S Number of Rooms Foundation ...F' ... Exierior Clapboard and/or shingles '...Asphalt shingles ............................................ ....................................:.............................................. Floors ....Carpet ......:.Interior ......... heetroCk. ........ .... ..................................................... Heating r�� er F'i'.."A` f ...Plumbing nWn — C0,01) Fireplace None................................................................Approximate Cost .... . .00.©...0.0 ........................................ ..... .... .. . .. .. Definitive Plan Approved by Planning Board -------------------_-----------19________. Area ..... Q5$ sC fit• Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH f OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ... .... �i � .... M — c 77 Id � CAPRICORN REALTY TRUST Ate,2,71-226 No 24505 permit for l i Story Single Family..D`nreling.............. Location ..Lot,,,#33 99 Wayland Rd,. ..................... . .................Hy ann ss........................................... Owner ....Capricorn Realty„ Trust Type of Construction .Frame ............................ ................................................................................ Plot ............................ Lot ................................ Permit Granted ..... November....1.11.....19 82 ...... .. . Date of Inspection ....................................19 4 L Date Completed ......................................19 c. ,,ram(// Aq%essor's ma and lot number ...... . - cv p �. . .................. �7��t g P r !i'( THE ` V161 , / � S•a. �� pF toy♦ �, ' oi Sewage Permit number ..........................................e� ........ 1��+'� 1 t (q� �? 7A �+ Z BABB9Ti►DLE, i House number `i� �!a^� DE4 9 16 ................... .......................... �+p MU& 1 TOWN OF "BAR.NSTABLE 1. BVIL-DING r INSPECTOR APPLICATION FOR PERMIT TO ....Construct -Sng.le Family Dwelling ..• ................... TYPE OF• CONSTRUCTION ....Wood Frame . .................................................................................................................. ................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby`applies for a permit according �to the following information: 3 Location ...... of # WLy �Gi�O�- 1�CeQ ....................Hy,annis.,..MA............ ProposedUse ... . ........................................................................................................ ' ......................................................... Zoning District R.B. Fire District Hyannis Name of OwnerCapricorn Realty Trust „Address 1§5 Falmouth Road=...Hyannis ............................. ...... ..... .... Name of BuildeFranco Real Estate Dev. Co.Address 17 5 Falmouth Roadt Hyannis .I ne. .. .... .... Nameof Architect ...........................................:......................Address ..........................................................................:......... a Number of Rooms SlX ....Foundation P•C Exterior Clapboard and/or shingles Roofing ...Asphalt shingles ............................................................. .............................. Floors Caret .Interior Sh.................................e�trock ........... ........................................................................ ............... Heating Gas...-...F.W.A. Plumbing ......:TK:W ...-...coP.P..eY:..........:................................ ..............................:............................... Fireplace None ..Approximate Cost $�q 000.00 .......... ....... . Definitive Plan Approved by Planning Board _-------------------------------19________ Area �...f t�.....�Z ....... Diagram of Lot and Building with Dimensions Fee O c �UBJECT TO APPROVAL OF BOARD OF HEALTH i OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I'hereby agree to conform to all the Rules .and Regulations of the Town of Barnstable regarding the above construction. Name ... ... T• .� � r� '.... 0APRICORN REALTY TRUST Story k' 24 5 0 5.:.. Permit for '32............................... .......... f ...... • IFAMI ly.. .............. Location ..LQ.t...#33......9.9..Xay.I.aad...Rd.,.. Hyannis ............................................................................... Owner ....CAP.rIJQQrJU...Radlty...Tr.ust.... Type of Construction ....Frame......................... ................................................................................. Plot ............................ Lot ................................ Permit Granted ....No.v.emb.er....1...........19 82 .... .. ....... .... Date of Ir615 ion .......... .........19kz---: .......1'9 Date Completed ............................... C, LOT 3 2 L0T 37. -- - --- --- - I ` !00.00 9\. 9 i L.oT 3.5 LOT 33 15, 33 8 -50. F r LEA- u4•A r - �` t� lov%CE'SEQVC t\ 1 �T DoV LbT Sal- \4t. ' LOT 3!�_ Ieco.caL } �� •ea f Ta.r< `,0 t4, r,f3'wnY �.\/�C9T /4 O pci ci •° n n �0.�3�±-a- �a.l Y N TOP FNb EL- 66 1S 15'+ DTH -p--� ioo•z b . �� OF MSS i r WA ZAND SJO E D b . N0.28874.O �. SUR�� 'LEGEND �tH 017,y CERTIFIED PLOT' PLAN EXISTING SPOT ELEVATION 0x0 -- P EXISTING CONTOUR --- 0 --- �`'a'� AL s FINISHED SPOT ELEVATION o ����* LoT 33 �.✓gy��r:i� �<�F: , rlt� FINISHED CONTOUR 0 ORSE IN No..10951 q IM APPROVED = BOARD OF HEALTH °�FSS�ONALL� /� ®�` v� LAP ASS* DATE AGENT SCALES 3 .3" =- 0 DATE 1Od )4 182 LDREDGE ENGINEERING. CO, IN CLIENT Franco I CERTIFY THAT THE PROPOSED LEGISTERE REGISTERED JO® N0.�3120S BUILDING SHOWN ON THIS PLAN IVILLAND CONFORMS TO THE ZONING LAWS GINEER SURVE R DR.BY � D D OF BARNSTAB E , � ASS. 12 nn a I rJ s T R E E T CH. BY 7 - ti YA W N I S, MASS. SHEETL OF I DATE REG. LAND SURVEYOR 20 FT. M/N. n /VOTE /F E/TNER T/,/E S=PT/C q/V,/< OR � •'EACJ-//N; PiT ARE �,4AOE� �i 2Q 'p/AM ETER CONCR cT�c COVE P La AF B a O u B G Al T To G,qA O.E. `,-;,v CONCRETE i /-/EAVY CAST /RO/Y CO'{/ER .S.h'-4L.L c USED Al. P/TCN � CO HERS �BPE�Q FT. ! /FIN OR/VElt/r4 y .:• I GRADE / CC) ✓ER C'L E,.4,N - UQV/O LEYEL I\, t~ 4^CAST -=� IRON P 4 2 LAYEr? 4Jt r-�rs_�1.•�� I ... o I f SEPTIC TA/V A< D/sT o 4 WA 5HFD 57r,vE B OX 1 " 1 • e • • • • • • • • • e • e e . 1 e •EFFECT/VC • 3�4"- �2 '':a. - • • • • D�r/y • • • o 0 1✓ASHED STJNE ly • • • • • • • • � ' boo • • • . • I • 1 • • • I • 40 o • 04 4 • • • • • • • • • p o PREC,45 T SEEPAG E r/vvPRT tLEl1A7-iows i g8.5 x 2,5 = 4-7 1 G/p ° ► • • • • � • • • • ' e • c �/T OR EpU/V. /NYERT AT DU/LD/NG 8`l.0 78.5 x I. o = -78 C./D • a EL` el FT. 6 Ar D/AM. /NLET SEPTIC TANK 58.6 FT, T O/AM. SETA84 1-A7 0,V OITLET Sep T/C TiNK FT �tTc4Pctrt 549 b 0 /N,LFT D/STR/�3UT/DN BOX 88 4 c GROUND WA7,CiT TALE OUTLETD/STR/Btl7"/O BOX Ba.2 SECT/pN OF //VLET LEACHING PI N T a8..o FT. SEWAGE 0I5P0�SAL SK57-EM TABULATION LEACH/IVG PIT DES/6IV CRITERIA SCALE : %s" _ /= o" O/HENS/ON A • 3 FT. O/,'f.ENS/ON $ FT, NUMBER OF BEDRaOMS g D/HENS/ON C 4' F7- M'" G.+Ra,4caED/sPos�L UNIT >Jot.�E SOIL LOG TOTAL EJTIM"-TEO FLOC/ G.4L.1DAY SO/L TEST #/ SO/L 7ES7-02 SOIL. TEST NUMBER OF Q-ACXlJVCr PITS_ 1 ' E EL�Y. 9Q,o fLFY• DATE OR' SO/L TES7- /L�, 1°1SZ S/DE LEACH/NG PER P/T 188 $Q, FT. 3oTTOM LEr�ICN/NG ' LOAM RESULTS h//TNESSED BY J LE� �tQ TOTAL LEACH//YG AREA I�Co FT � '� PC'tCdL'�T/ON �!'QTE ,t4E/ LASS M/NCl/NCId SQ. FT, ye t L C0LAT/ON RA7"E RESERr✓EL�G'N/NGAiPEA 2� SQ. FT. /7 2 0 � -,-a OF A, „,� t a MED ss��, '" 12 D a orb Lor ��3 �HP 1 ROa 0 CA ST EP EL DREDGE ENG/NE.�);?/NG Co.,, N C. 1 �7yr� �yfcy�� \ C`vNsL EL' -7 a.o 7/Z MAIN ST. • fdY.�lt/NiS. /��fASS. NO GROUNO Yi�ATt�R ENCOUNTER�O tL/ENT,- r G_A+�co �,qTE tc�/!4/9i [� GROUND 1wATER AT ELE(/. _ t $HEET?-OF 'L • I. I Nil Z.07- 33 3S= L fi F s:3 Q flog c:n T 3 IN m� 45 W i DT-I 1 00 + �'► LA M WA- LANr � A"M CERTIFIED PLOT PLAN r JO a �D T 33 f�t/f{ / / R = ay N NEW CONSTRUCTION ONLY $ 74IN c TOP OF FOUNDATION IS 3_;�, FEE holgTti��p� ����,�,,�,��� ���• ABOVE LOW POINT OF ADJACENT suR ROAD. SCALE, /"— v ' DATES Li IV D £DGE EN'Gl ££ I G C IN ���,�c-v I CERTIFY THAT THE r7�-^'`'jt ire CLIENT . SHOWN ON THIS PLAN IS LOCATED EaISTERED REGISTERED JAR NO. ,..,.,.z:s� ON THE GROUND AS INDICATED AND CIVIL LAND A, CONFORMS TO THE ZONING LAWS ENGINEER SURVEYOR DR.BY$;,...,.t. OF BARNSTABLE , 33. t T R E.ET CK BY$ 712 MA N S ", ...."'�"' io 14 H YA N f� I S, MA5 S,. SHEET/®r,`.. DATE R LAND SURVEYOR TOWN OF B_ARNSTABLE ,�:Permit No. _--__ 24•505 - i n Building Inspector cash oAOn —--- ''�iew':F` T OCCUPANCY PERMIT Bond, ------ --------------------------- Issued to t3apricQYl1 Realty 'trust Address lot #33 99 6va.yland Road,` Hyaanr.%s Wiring Inspector - /.�,J�-" Inspection date Plumbing Inspector t Inspection date, Gas Inspector Ov�o �n `• ✓wA� Inspection datelp, Nn A ? /Engineering Department--,�yy�lff .9 Inspection date/j - ��-- „ ,�I3oard of Health r µ, ,� / Inspection date 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 AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. -23 : -' ` Building Inspector • _ 1 TOVVNr(YF BARNSTABLE BUILDING PERMIT APPLICATION /V Map �n� � Parcel Permit# Health Division Pal) Date Issued Y O� Conservation Division J3 111i13 U.,1 _ j ` 15 Application Fee Tax Collector 10CQ (2 L Permit Fee Treasurer '"'INSTALLED IN COMPLIANCE Planning Dept. WT9 TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AND TOWN REGJLA"110I 13 Historic-OKH Preservation/Hyannis Project Street Address gg Wa a Ld Village & Yi m 1� / go-_d Owner r f� &5 h Address �Z1 �a ✓1 Telephone Permit Request aY_ 92I .3'7�r e Ski.Pd _ cg Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation !`' S�b� Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family V Two Family ❑ Multi-Family(#units) Age of Existing Structure U , Historic House: ❑Yes �o On Old King's Highway: ❑Yes ®'No 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 !}a 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 New Existing wood/coal stove: ❑Yes Cl No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE a 0 3 FOR OFFICIAL USE ONLY all PER141T NO. DATE ISSUED V MAP/PARCEL NO. yy ' r ADDRESS VILLAGE a - OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH; z? FINAL PLUMBING: ROUGH y. ` ' FINAL � 7 ! GAS: ROUGH_ • 1 FINAL FINAL BUILDING • t,i • DATE CLOSED OUT • ' ' ' ASSOCIATION PLAN NO. r LOT 54 `DLO 33 . o Cb REEZE DECK WAY Ip � GAR. / 10 S 1��00 LOT 37 LOT 34 RES.. ZONE.- 'RE" This Plan is For MORTGAGE INSPECTION FLOOD ZONE C I Bank Use Only TOWN: _SEILVNIS __ _ , REGISTRY OWNER: A9THUR & RUTH GLASER_________ DEED REF: _ C7`F. 10�405 _BUYER: _W�L_LIArLI &_I�ATHIEEN ffIcI�VTOSH ___________ DATE: _ 391--- ------- PLAN .REF: _36508 D __ _—_ -SCALE:1"= 30FT. I HEREBY CERTIFY TO RLYMOU�'h'MDTGAG __—___ I COMPANY, INC._. _ _______THAT THE BUILDING �����H °F Mgss9 YANKEE .SURVEY SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS `y CONSULTANTS SHOWN AND THAT ITS POSITION DOES _ _ CONFORM f PAU!_ �} TO THE ZONING W N LAW SETBACK REQUIREMENTS OF THE MERITHE 143 ROUTE 149 TOWN OF _ BARNSTABLE ---AND THAT A No. c � MARSTONS MILLS, MA. 02648 IT DOES_ NOT_ LIE WITHIN THE- SPECIAL FLOOD HAZARD k'. AREA AS SHOWN ON THE H.U.D. MAP DATED 8�19, / _ ►�ssof�ISHa` 5���>� TEL: 428-0055 Corn —Panel #__250001__0005- C_ hay L04 FAX: 420-5553 J ___ THIS PLAN NOT MADE FROM AN INSTRUMENT PAliMITH, y, PLS -- SURVEY. NOT TO BE USED FOR FENCES, ETC. 7275 KJH ` "� The Commonwealth of Massachusetts ��__— n De artment o Industrial Accidents P f . _ °. - Office o1/nsesti 80fls . . . S 600 Washington Street ��G . Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit . ����������������::11:1������ � ���������������������������������������������i. name: 0' 'e-�4 ,t` ,s A . location 1 user y k',g d t -, A�� ci hone#��29-`7 7� 46t . I am a homeowner performing all work myself. . ❑ I am a sole r netor and have no one wort in in ca achy ��%/%%%%%/% /��%���%%%%%%%%%%%%%/%%%///%%% /%%/%/%/%%%%%/%%%%%%%%/��%/%/�%�%/�%%%%%��%%�G/%%%/�%%�%%% ❑ I am an employer providing workers' compensation for my employees working,on this job................ :::... comioanv:hams:>::::::: ;..;::..:.: aifrt,$s:;... ..:;::.:.... ;.;::::::::.:..... .. : . :::. .... phone :.-"- .:: city ..:. ...... ... ... ... _ :::::><<:::>:::«:::>:<<::<:>>::: >:.;:.;::.::::.;:.:::..:::.;.::::::::.:..:::::.::::.::::::::...:... .. .......:::::::.:.::.... MI Nrance.co...:::::.:.::: 1 ... li ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have . . the following workers'compensation polices::::::::::.::::::::::::::::::::.::::::::::::::::::::::::::::::::::::::::::.:::::::::::::.:::::::::::::::::::.::.::.:::.:::::::::::::::::::::.:::.:::;.:>:::::.: »:; name:::: >;:::>::::::>:<;«:::::::::<::>::::>:<:<<;::>:>>:>::>;:::< company :. .. :.: . <><`: :'.Marie#si<<°<<< < < ><<>«<' >s>< = '>>><><«<<>>":>>` ``<>' > :'`` ;,::::, ,.. N ra tce 'c ' an n ::..:•:..:.:::.... ;;;;:::s::>:: :address ::::::-:-:&:>.; :;;:;:;::.:::::.:::<::: c hoa # lnsnr li �/ Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a , copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under theeppaains and penalties of perjury that the information provided above is tru sand cgrrect Signature s '� /"`'�v� Date `�7'P► G) - Print name ,!l f,4 M A '�' 1 ���z Phone# .5W`Z7�4�� official use only do not write in this area to be completed by city or town official . city or town: permit/license# ❑Building Department ❑Licensing Board ❑checkif immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; ❑Other (revised 9/95 PJA Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", 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 section 25 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,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 in the workers' compensation affidavit completely,by checking the box that applies to your situation,and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits 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. City or Towns 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/licens 'number which will be used as a reference number. The affidavits maybe returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Inllestlgatfens 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 r oFViE� Town of Barnstable P Regulatory Services ' MARNST"LF. ' Thomas F.Geller Director MASMS 16119. � Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-403 8 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the`reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal, demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. 2 /, L , C1C�/ Type.of Work: ;r 1 Sh"Q e _( 4e— d A v Estimated Cost Address of Work: / Q)A Q Owner's Name: Date of Application: (� I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 []Building not owner-occupied [}Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. 3 1 k Date Owner's Name i The Town of Barnstable Regulatory Services Thomas F. Geller, Director Building Division Tom Perry, Building Commissioner 200 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION ,r Please Print DATE: / JOB LOCATION: Q c/ oa l C1 yl l its /u 4., o V 66/ number / street village oil iClta� N. fv`.��Y6''"'� �9•°1° " gCn6�1 name home phone# work phone# CURRENT MAILING ADDRESS: iM P CAS 4.0coe city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. . DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs morethan one home in a two-year period shall not be considered a homeowner. Such"homeowner"'shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) .The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and " other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedureA and requirements. B ' Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed-Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currentiv used by several towns. You may care t amend and adopt such a form/certification for use in your community. d '5' 9" e 1 i H 9.5.. 24" 24" 24" , 24`" � 24" 5 22. ,. i 1 4 � 1 ( i bt ST F i �n s a E E F p E { SoIST !. - Foot� , i (TYP.) I _ € C'``') OD t I 3 E t i5f CD CN i WPM N X sq `A o c i � o q, VW5", -ac:40h B I LLM; P 3/0 I 2 tiX n Co J)AO 'i T — N W .. 1 i. ' N � t i - 22" 33" 22 K 53" all I ' I a 11 ! ' i �(7 2 k y 4 1 Ptry p!e . C TYP,) Zl- CAP T4? FLEE 47. i J at. } a a - o ` Town of Barnstable NI IHE Tp Regulatory Services Thomas F.Geiler,Director �'MASS' p` Building Division 9 MASS. 0 0 Eo Mp.�a1 Tom Perry Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 COMPLAINTANQUIRY REPORT Date: (P 03 Rec'd by: Complaint Name: j Map/Parcel Location Address: Originator Name: Street: it h Village: State: Zip: Telephone: Complaint Description: Vt Z04 P`C 1t 6 FOR OFFICE USE ONLY Inspector's Action/Comments Date: Inspector: 03 Additional Info.Attached Q:forms:complaint ,"^Q'+�"yS'r, r,�..tr;''€ ..a.'a t. '3•.f � „i':{iti;,{ <r it :f '{ 4 tir {{�sF S ! `} "r�•' ptl�° '.siTY .c� /;Swr��c c/�^ rr i at SI a •Q ,� 9 Y.t',�.t� f �•• t �'R*'.,�,4 •'rf f." 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Build ; Division 367 Main Stt yams MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Ralph Crossen Building Commissioner TOWN OF BARNSTABLE Permit: U SOLID FUEL STOVE PERMIT Date* f Z-2-0 ` _ Fee:��0(� Owner: uj( �l a� � V�c O Pt 4,5 Phone: Address: 1�9 14d Rcrl Village: q t' Map/Parcel: : z rl 1 - 0960 Date: lo?� Stove A New/Use B. Type: Radi / irculating C. Manufacturer: e p Je y1 S Lab. No. D. Model No.: Chimne ' A Ne /Existing (If existing,please note date of last cleaning} B. Flue Size C. Are other appliances attached to Flue? C) D. Pre-fab Type and er E. Masonry: nlined Hearth A. Materials: B. Sair Floor Construction: U Q ✓K-Q n Installer �/ Name: lUC'Ly�ToS Address: q WetLILd S Phone: ►7�- ��� Location of Installation: a APPROVED BY: Please make checks payable to the Town of Barnstable *This constitutes an official stove permit after inspection,photographed and approved by the Building Inspector Stove.doc ABBREVIATIONS ELECTRICAL NOTES JURISDICTION. NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A ' SAC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING. DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN r` EGC EQUIPMENT GROUNDING CONDUCTOR -COMPLIANCE WITH ART. 110.3. f (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17: GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE , . GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. - DC CONDUCTORS EITHER DO NOT ENTER j kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY , NEUT NEUTRAL UL LISTING. - NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE " PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING ` POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL i STC STANDARD TESTING CONDITIONS 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 UPLIFT CALCULATIONS LICENSE GENERAL NOTES Cut heetsAttach DIAGRAM GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION X \ 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 REV BY DATE COMMENTS AHJ: Barnstable REV A NAME DATE COMMENTS i UTILITY: NSTAR Electric (Commonwealth Electric) CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-0262018 O0 Ran Stemmerik MCINTOSH, WILLIAM MCINTOSH RESIDENCE y ==''=SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCnY INC., MOUNTING SYSTEM: �.,: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 99 WAYL-AND: RD ! 4.68 KW PV -ARRAY ►r PART IZ OTHERS OUTSIDE THE RECIPIENTS MODULES: BARNSTABLE, MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH TMK OWNER: 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (18) TRINA SOLAR # TSM-260PDO5.18 7CN71��rrtt * SHEET: REV: DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN 'PAGE NAME: INVERTER: T• (650)638-1028 F: (650)638-1029 PERMISSION of soIARaTY INC. SOLAREDGE SE3800A—USOOOSNR2 (508) 775-4662 COVER SHEET PV 1 10/6/2015 (eBBj-sa-aTr(7s5-2a8s) �.gdarcitr.corn PITCH: 35 ARRAY PITCH:35 MP1 AZIMUTH: 107 ARRAY AZIMUTH: 107 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 35 ARRAY PITCH:35 N OF / MP2 AZIMUTH: 197 ARRAY AZIMUTH: 197 MATERIAL: Comp Shingle STORY: 1 Story g ON u+ SKANDA _ UCTURAL v� ,o a 51866 Q m oNat a - - - - STRUCTURE Digitally Signed by a CHANGE Paymon. ESkandanlan Front Of House - _ 2015.10.07 07:55:44 -07'00' LEGEND t Ft I d A (E) UTILITY METER & WARNING LABEL lay INVERTER W/ INTEGRATED DC DISCO ram__�-r , & WARNING LABELS AC I © DC DISCONNECT & WARNING LABELS M A(, AC © © AC DISCONNECT & WARNING LABELS Q DC JUNCTION/COMBINER BOX & LABELS Q DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER 0 STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR InvO --- CONDUIT RUN ON INTERIOR C GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L ,J SITE PLAN Scale: 3/32" = V E 01, 10, 21' W 5 CONFIDENTIAL— THE INFORMATION HEREIN JDB NUMBER PREMISE OWNER: DESCRIPTION: DESIGN: JB-0262018 00 CONTAINED SHALL NOT BE USED FOR THE MCINTOSH, WILLIAM MCINTOSH RESIDENCE Ryan Stemmerik ' ,;So�arCit BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: :•,: y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 99 WAYLAND RD 4.68 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02601 24 St Martin Drlre,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (18) TRINA SOLAR # TSM-260PD05.18 PACE NAME SHEET: REV DALE Marlborough,MA 01752 PERMISSION EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T`_ (650)638-1028 F: (650)638-1029 PEftMISSIDN of soLARaTY INC. SOLAREDGE SE3800A-USOOOSNR2 (508) 775-4662 SITE PLAN PV 2 10/6/2015. (8B8)—s0L—CITY(765-2489) www.solarcity.com - tit - - 9 r - S1 N OF M,qs ON WANDA S 1 Ra liT L „ y 4 '°s► . FGIS 6����Q . 0 '-5" 01 oNAL (E) LBW 4" o (E) LBW -SIDE VIEW OF MP2 NTS • - SIDE VIEW OF MP1A NTS - . A - - NOTES MP2 X-SPACING X-CANTILEVER Y SPACING Y CANTILEVER NO S MP1A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE. 64 24 STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 1911 PORTRAIT 48" 191.' ROOF AZI 197 PITCH 35 ' RAFTER 2x6 @ 16"OC ROOF AZI 107 PITCH 35 sTORIEs: 1 RAFTER 2x6 @ 16" OC ARRAY AZI. 197 PITCH 35 STORIES: 1 ARRAY AZI 107 PITCH 35 C.I. 2x4 @16"OC Comp Shingle C.J. 2x6 @16" OC Comp Shingle PV MODULE 5/16" BOLT.WITH LOCK INSTALLATION ORDER" & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT 6�6 HOLE. 2 SEAL PILOT HOLE WITH O POLYURETHANE SEALANT. ZEP COMP MOUNT C 3 INSERT FLASHING. ZEP FLASHING C (E) COMP. SHINGLE41 (E) ROOF DECKING ot (5) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2" EMBED, MIN) (E) RAFTER STANDOFF i Scale: 1 1/2" = 1' CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIM \` JB-0262018 00 ,SQ�a�CIt CONTAINED SHALL NOT BE USED FOR THE MCINTOSH WILLIAM MCINTOSH RESIDENCE Ryan Stemmerik BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ' wo. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 99A WcA�YLApND RD � 4.68 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES BARNSTABLE MA 02601 ORGANIZATION. EXCEPT IN CONNECTION WITH. , 24 Si. Martin Drive, Building 2 Unit 11 THE SALE AND USE OF THE RESPECTIVE (18) TRINA SOLAR # TSM-260PDO5.18 SHEET; REV: DATE Marlborough,MA Building Z SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME INVERTER: T: (650)638-1026 F: (650)638-1029 PERMISSION of soLARaTY INC. (508) 775-74662 PV .3 10 6 2015 SOLAREDGE SE38OOA—USOOOSNR2 STRUCTURAL VIEWS / / (BBB)-SOL-CITY(765-2489) wwwsdarcrly.com UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. r CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER- J B-0 2 6 2 018 00 PREMISE OWNER: DESCRIPTION: DESIGN: ��� CONTAINED SHALL NOT BE USED FOR THE MCINTOSH, WILLIAM MCINTOSH RESIDENCE Ryan Stemmerik �;;,So�arCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: A•' NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 99 WAYLAND RD 4.68 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES BARNSTABLE MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH � . 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (18) TRINA -SOLAR # TSM-260PD05.18 052 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER:- PAGE NAME SHEET: REV.. DATE T. (650)Marlborough, 028 MAF. (617 638-1029 PERMISSION of SOLARCITY INC.* SOLAREDGE SE3800A—USOOOSNR2 (508) 775-4662 UPLIFT .CALCULATIONS PV 4 1o/6/2015 (BBB)-SOL=CITY(765-2489) www.sdarcitye m r i i GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS. MODULE SPECS ICENSE BOND N . 8 GEC TO. TWO N GROUND Panel Number:NoMatch Inv 1: DC Ungrounded GEN-#168572 ( ) # ( ) INV 1 -(1)SOLAREDGE� SE3800A-USOOOSNR2 LABEL: A -(18)TRINA SOLAR ## TSM-260PD05.18 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:44012193 Tie-In: Supply Side Connection Inverter; 38 OW, 240V, 97.57;-w/Unifed Disco and ZB,RGM,AFCI PV Module; 25OW, 236.9W PTC, 40MM, Black Frame, H4, ZEP, 1000V ELEC 1136 MR Underground Service Entrance INV 2 Voc: 38.2 Vpmax: 30.6 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER J �E 100A MAIN SERVICE PANEL E3 100A/2P MAIN CIRCUIT BREAKER (E) WIRING CUTLER-HAMMER Inverter 1 Disconnect CUTLER-HAMMER . 1 100A/2P 4 Disconnect 3 SOLAREDGE Dc+ M A 20ASE380OA-USOOOSNR2 DC- MP1: 1x10 B -- _ EGC. _ A L1 r - I I g L2 DC+ I - -N DG I _ 2 _ (E) LOADS GND EGC/ DC* + (fl3 -- GND ---------------- ------ -. GEC, ---.TN DG C MP2: 1XS ._ ,. . ... IT EGC--- ------- ---- G --- ---------t� N - - (1)Conduit Kit; 3/4' EMT J GEC TO 120/240V I 1 SINGLE PHASE UTILITY SERVICE PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POI (2)Gro r`d Roo A (I CUTLER-HAMMER.$DG222NR8 PV (18)SOLAREDGE�300-2NA4AZS 5r8 x 8, per Disconnect; 60A, 24OVac, Fusible, NEMA 3R AC PowerBox Optimizer, 30OW, H4, DC to DC, ZEP, - DC (2)ILSCO IPC0-/6 Insulation Piercing Connector; Main 4/0-4, Tap 6-14 B (1)CUTLER-HAMMER DG221URB nd (1)AWG g6, Solid-Bare Copper S Disconnect; 30A, 24OVac, Non-Fusible, NEMA 3R SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE -(1)CUTLER- AMMER DG030N6 -(1)Ground Rod; 5/8' x 8', Copper AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Ground�Neutralt; 30A, General Duty(DG) (N) ARRAY. GROUND PER 690.47(D). NOTE: PER EXCEPTION N0. 2, ADDITIONAL ELECTRODE MAY NOT BE,REQUIRED DEPENDING'ON LOCATION OF (E) ELECTRODE 1 AWG#6, THWN-2,Black 1 AWG#10, THWN-2, Black (2)AWG #10, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC (1)AWG J6, THWN-2, Red O Ise(I)AWG#10, THWN-2, Red O � 1)AWG#6, Solid Bare Copper .EGC Vmp =350 VDC Imp=7.33 ADC (1)AWG#6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=16 AAC (I)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=16 AAC (1 Conduit Kit; 3/4' EMT -(1)AWG{6,•Solid Bare.Copper, GEC, . , -0 Conduit.Kit;_3/4',EMT, , , , . , , . . • .. . . . . . .-(1)AWG g8,.THWN-2,.been , _ EGC/GEC 0)Conduit,Kit:,3/4'.EMT. • . . . . . . , , O (2 AWG�10, PV Wire, 600V, Bladc Voc 500 VDC Isc =15 ADC . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . * __ (1)AWG g6, Solid Bare Copper EGC Vmp =350 'VDC Imp=5.87' ADC . . . . . . . (1)Conduit Kit: 3/4',EMT. . . ... . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER I PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE v B-0�6�0 1 18 00 MCINTOSH WILLIAM MCINTOSH RESIDENCE Ryan Stemmerik SolarCi BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ' � ,` NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C - 99 WAYLAND; RD 4.68 KW `PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES-. BARNSTABLE MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH U , 24 St. Martin Drive,Building 2, Unit 11 THE'SALE-AND USE OF THE RESPECTIVE (18) TRINA SOLAR # TSM-260PDO5.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: ��V REV: DATE Marlborough,MA 01752 INVERTER: T: (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE sE380oA-us000sNR2 (508) 775-4662 THREE LINE DIAGRAM 5 1o/s/2o15 (BBB)-SOL-CITY(765-2489), wwwsolarcity.cam ,?YVARNING PHOTOVOLTAIC POWER SOURCE'' "'" • . µx. WARNING ' WARNING ' ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD •' DO NOT TOUCH TERMINALS '• THE DC CONDUCTORS OF THIS g..; . .•- • • TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE • . LOAD SIDES MAY BE ENERGIZED UNGROUNDED AND PHOTOVOLTAIC DC IN THE OPEN POSITION MAY BE ENERGIZED -• - DISCONNECT PHOTOVOLTAIC POINT OF -- -` .•- • • INTERCONNECTION a MAXIMUM POWER,, A WARNING:.ELECTRIC SHOCK •• POINT CURRENT(Imp)_ ._ ••_ "' •• HAZARD.DO NOT TOUCH • MAXIMUM POWER- POINTV •• TERMINALS.TERMINALS ON VOLTAGE(Vmp)� BOTH-THE-LINE AND LOAD SIDE— MAXIMUM SYSTEM VOLTAGE(Voc)_Y MAY BEiENERGIZED IN THE OPEN SHORT-CIRCUIT POSITION'FOR SERVICE GURRENT_(Isc)�A DE ENERGIZE BOTH SOURCE �,� AND MAIN'BREAKER. PV POWER SOURCE ; `MAXIMUM AC A OPERATING CURRENT-_ MAXIMUM AC •_ • • OPERATING VOLTAGE WARNING'. ELECTRIC SHOCK HAZARD 1" IFAGROUNDFAULT;ISINDICATED,;„ '• u` NORMACLY,GROUNDEDh .• • • c 'CONDUCTORS MAY BE a .• UNGROUNDED AND ENERGIZED CAUTION LL: DUAL POWER SOURCE A ••- SECOND eSOURCE IS-gin - •� = ' PHOTOVOLTAIC SYSTEM =-�- rn WARNING ` _ _ _ ELECTRICAL SHOCK HAZARD DO NOT TOUCHTERMINALS. •'� CAUTION � ' -•• • TERMINALS ON BOTH LINE AND - ••- LOAD SIDES:MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM ••, • IN THE OPEN POSITION CIRCUIT IS BACKFED —- -- -- —_--- DC°VOLTAGE IS-_ ALWAYS PRESENT WHEN SOLAR,MODULES'ARE EXPOSED TO SUNLIGHT WARNING,-:• INVERTER OUTPUT -'- • - • CONNECTION - PHOTOVOLTAIC AC -• DO NOT RELOCATE • ._ THIS OVERCURRENT - DISCONNECT ••- DEVICE MAXIMUM AC A -• OPERATING CURRENT ._ •.• MAXIMUM AC _ OPERATING VOLTAGE V '• -• -• • • - San Mateo,CA 94402 • . �• ' - t '''SolarCity ZepSolar Next-Level PV Mounting Technology "ZSolarQty ZepSolar Next-Level PV Mounting Technology Zep SystelY1 Components for composition shingle roofs � 7-. .Up-roof ORO , r- . - Grcund UP Interlock t .sidesrown! � .M - ..J ZeP Campahhle W Module - _ f Grows _ Rmt Arrachm t _ Array Skirt ti ,�� Description �FA j e PV mounting.solution for composition shingle roofs 0 CGMPp'O • Works with all Zep Compatible Modules og • Auto bonding UL-listed hardware creates structual and electrical bond Zep System has a UL 1703 Class"A"Fire Rating when installed using M ; V LISTED modules from any manufacturer certified as"Type 1"or"Type 2'. Comp Mount Interlock Leveling Foot ®L Part No.850-1382 Part No.850-1388 Part No.850-1397 Listed to UL 2582& Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 Designed for pitched roofs •� Installs in Portrait and landscape orientations s • Zep System supports module wind uplift and snow load pressures,to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards Zep System grounding products are UL listed.to UL 2703 and ETL listed to UL 467 • Zep System bonding products are UL listed to UL 2703 Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip • Attachment method UL listed to UL 2582.for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 "zepsolar.com zepsolaccom 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 Zap Solar or about its products or services.Zap Solar's sole warranty is contained in the written product warranty for products constitutes the sole specifications. each roducL The en - products constitutes the soles specifications referred to in the product warranty.The customer is each product.The end-user documentation shipped with Zep Solar's prod p ications.referred to in the product warranty.The customer is solely P end-user documentation shipped with Zep Solar's p p P tY 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 withoufnotice.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 r 1. 0 solar - o solar =a :- SolarEdge Power Optimizer Module Add-On for North America P300 ! P350 / P400 SolarEdge Power Optimizer _ " P300 P350 P400 " Module Add-On For North America (for6D-cell PV (for 72-cell PV (for 96-cell PV modules) modules) modules) P300 /.P350 / P400 ® Red nput DC Power' 300_ 350 400 W .......................................................................................... ............. Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc MPPTO eratin Ran a .........8..48 ..........8..60. ........8_-.80........ ..,Vdc.,,.. ® Maximum Short Circuit Current(Isc) 10 Adc ......................................................................................................... ....................................... . Maximum DC Input Curren[ - 12.5 Adc .................................. ....................................... ..................... ... ....... • Maximum Efficiency 99.5 - % ..�im .................................................. ............. • s Weighted Efficiency ...................2.8...................................... .. - Overvoltage Category L II - iOUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) aximum Output Current 35 Adc M Maximum Output Voltage 60 Vdc ,OUTPUT DURING STANDBY(POWER.OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc r •t STANDARD COMPLIANCE • EMC FCC Part15 Class B,IEC61000-6 2,IEC61000 6 3 ' � afety 9 1(class II safety)..UL1741 , S.. ... r* ,- ;'f,.. "•_. _.. -__ _ ROHS... ... .. .......... ............ ................... ..... ....Yes INSTALLATION SPECIFICATIONS �Ata ':.^". 'f 1"' »,;,., Maximum Allowed System Voltage .......... .............. . ....1000 ... ......... ..mm Vdc.... k fS� Dimensions.IW xLx H)................................... .. _ .141.x 212 z40.5/5.55z8.34x1.59...,.......... ./in. ........... .... ..... . ........ •- ............... ..... ... .... ... .. ............ .................. .. ...... Weight(including cables) 950/2.1 .... - Input Connector MC4/Amphenol/Tyco ..... ...... ............... .. ............ .....................:................... _ ..... ..... .... td` Output Wire Type/Connector Double Insulated Amphenol , • s ..Output Wue Length.. ............ ... .... ......... ...095/3 0 .....I.........................?./_3 9............. .^!.(h.... tr*^ , Operating Temperature Range - -40 +85/-40-+185 ........ g.. .... .... .... .. .... ... .................................... ......... . .. .. ' �.-��4~ Protecnon Ratin IP65/NEMA4 - Relative Humidity 0-300 % . wRm src powe,mme—.1e.M-1—up-5%ppwer W—m.1)—d. PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE INVERTER 208V 480V - PV power optimization at the module-level .Minimum string Lengtn(PoweropnmizerS) 8 10 18 ....................................................................................................................................................................... _ Maximum String Length(Powerpptimizers) 2S 25 50 - Op to 25%more energy - ............................................................................................................................................................................ Maximum Power per String5250 6000 12750 W - Superior efficiency(99.5%) ............................................................................................................................................................................. Parallel Strings of Different Lengths or Orientations Yes - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading '"'"""""""""""......"""'"..""•"""" - Flexible system design for maximum space utilization _ i - Fast installation with a single bolt { - Next generation maintenance with module-level monitoring f - - Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA WWW.SOIaredge.us ' i THE YPinamount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC t unit:mm ,Peak Power Watts-Pmnx(Wp) -i 245 250 255 260 941 Q - Power Output Tolerance-PICA(%) 0-+3 . Maximum Power Voltage-VmP(V) 29.9 L 30.3 30.5 - 1 30.6 9 THE u�a�� mOu nt �.MEP.�E so. I Maximum Power Current-IMPP(A) 8.20 8.27 8.37 8.50 1 r o !Open Circuit Voltage-Voc IV) j 37.8 38.0 38.1 i 38.2 [ newec soEE !Short Circuit Current-I.(A) 8.75 8.79 8.88 9.00 O DULE }}Module Efficiency qm(%) 15.0 I 15.3 , 15.6 15.9 S , TC:Irradiance 1000 W/m',Cell Temperature 250C.Air Mass AM1.5 according to EN 60904-3. Typical efficiency reduction of 4.5%at 200 W/m'according to EN 60904-I. - oTJ to ELECTRICAL DATA @ NOCT - ® CELL Maximum Power-P° (Wp) { - 182 T 186 1 190 I 193 " Maximum Power Voltage-VmP(V) 1 27.6 28.0 28.1 28.3 MULTICRYSTALLINE MODULE 6e4,G UNDINGHOLE Maximum Power Current-ImPP(A) 6.59 6.65 1( 6.74 6.84 A ' A , I WITH TRINAMOUNT FRAME �DF - I Open Circuit Voltage(V)-Voc IV) 35.1 35.2 35.3 35.4 / - Short Circuit Current(A)-Isc(A). 7.07 7.10 ! - 7.17 7.27 NOCT:Irradiance at Boo W/M',Ambient Temperature 200C,Wind Speed I m/s. 2�5�6.�o V V PD05.18 8Tz tao I Back View POWER OUTPUT RANGE MECHANICAL DATA Solar cells Multicrystalline 156 x 156 mm(6 inches) - Fast and simple to install through drop in mounting solution Cell orientation 60 cells(b x 10) - 15' v�//II/�� V - Module dimensions 11650•992 x 40 mm(64.95•39.05 x 1.57 inches) - 9/ �/ } v Weight 21.3 kg(47.0lbs) MAXIMUM EFFICIENCY - Glass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass A-A .acksheet" White ' Frame Good aesthetics for residential applications y - � 'Black Anodized Aluminium Alloy with Trinamoun}Groove .. I-V CURVES OF PV MODULE(245W) J-Box IF 65 or IP 67 rated ®~+3% \-'/ Cables i Photovoltaic Technology cable 4.0 mm'(0.006 inches°), POWER OUTPUT GUARANTEE o.m Type mm(47.2 inches) 9.'O Fire Rating Type 2 ' Highly reliable due to stringent quality control e- BooW/m' - • Over 30 in-house tests(UV,TC,HF,and many more)- S m m As a leading global manufacturer �Er 31� In-house testing goes well beyond certification requirements <m 4ae TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic O 3m g p ) �--' 2oow/m' Nominal Operating Cell Operational Temperature 1-40-+85°C products,we believe close 2.m I as°C(±2°c) Temperature(NOCT) t cooperation with our partners I°° - Maximum system 1000V DCpeq ' is critical to success. With local _ o m Temperature Coefficient of P.^x -0.41�/°C Voltage 1000V DC(UL) 0°0 1000 20°° 30°° 40m presence around the globe,Trina is Temperature Coefficient of Voc I-0.32%/°C Max Series Fuse Rating 1 15A Volfage(V) _ 1 y. able to provide exceptional service ' - Temper. ature Coefficient of Isc 0.05%/°C - 1 to each customer in each market- Certified to withstand challenging environmental y ,[!__. _ and supplement our innovative, conditions a reliable products with the backing i • 2400 Pa wind load of Trina as a strong,bankable -ate • 5400 Pa snow load WARRANTY partner. We are committed - 10 year Product Workmanship Warranty to building strategic,mutually - P 25 year Linear Pow er Warranty beneficial collaboration with � � �_ �- installers,developers,distributors iPlease refer to product warranty for details) a and other partners as the backbone of our shared success in -"' " -�" -'"'-` `" CERTIFICATION driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY r PACKAGING CONFIGURATION o a' 10 Year Product Warranty•25 Year Linear Power Warranty s �®d c, � a sPus Modules per box:26 pieces w Trina Solar Limited www.trinasolar.com 4p Modules per 40'container:728 pieces °I V EU 18 WEEE clueAddliff °rh r °lar's li I aamPaaer _ m 9o% rlh°S O o hegr MrCrr°hty O CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. oQ"P4.1,B� !. 'sm {Q'ry I�L�r ®2014 Trina Solar Limited.All rights reserved.Specifications included in this datasheet are subject to ,.T 71rumsolar 80% o�1 asolar change without notice. % W „r Smart Energy Together Smart Energy Together Years S 10 15 20 25. - .. PeOPIPP, . Q.Trina standard_ �. Indasny tvuiard _ . THE T namount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC unWmm - Peak Power Watts-P-(Wp) 250 I 255 260 I 265 941 }Power Output Tolerance-PMnx(%) 0-+3 1 _ Maximum Power Voltage-VmP ( 8.27 30.8 j 8.37 1 8.50 1 8.61 THE C�OWc� O U Pno~ o Pox •Maximum Power Current-1rnPP(A) 8.27 8.37 8.50 8.61 un o Open Circuit Voltage-Voc(v) i 38.0 { 38.1 38.2 1 38.3 - r Short Circuit Current-Isc(A) 8.79 8.88 9.00 9.10 ®®� $ r Module Efficiency rlm(%) 1 15.3 ! 15.6. 15.9 I 16.2 tt STC:Irradiance 1000 W/m-,Cell Temperature 25°C,Air Mass AM1.5 according to EN 60904-3. Typical efficiency reduction of 4.5%at 200 W/m2 according to EN 60904-1. O e Zo 0 ELECTRICAL DATA @ NOCT ® CELL ELL Maximum Power-Pmnx(Wp) 186 190 1 193 ( 197 r Maximum Power Voltage-VM IV) 28.0 28.1 28.3 _ 28.4 1 Maximum Power Current-IMPP(A) 6.65 6.74 1 6.84 1 6.93 MULTICRYSTALLINE MODULE `°°'�°°°°"`�°" n ' A t PD05.18 1N HOLE A- s Open Circuit Voltage(V)-Voc(V). 35.2 35.3 35.4 35.5 e WITH TRINAMOUNT FRAME short Circuit Current(A)-isc(A) 7.10 7.17 i 7.27 7.35 NOCT:Irradiance at 800 W/m°,Ambient Temperature 20°C,Wind Speed 1 m/s. 250-265l� 612 180 d � Back view - MECHANICAL DATA POWER OUTPUT RANGE Solar cells Multicrystalline 156 x 156 mm(6 inches) ` 1 t Cell orientation 60 cells(6 x 10) Fast and simple to install through drop in mounting solution ww b Module dimensions �1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) •�� Weight l 19.6 kg(43.12 Ibs) Glass 3.2 mm(0.13 inches),High Transmission.AR Coated tempered Glass i e MAXIMUM EFFICIENCY Backsheet White r A-A Frame ).Black Anodized Aluminium Alloy Good aesthetics for residential applications ,-Box IP 65 or IP 67 rated / Cables Photovoltaic Technology cable 4.0 MM2(0.006 inches'), , 0-,+37 1200 mm(47.2 inches) I-V CURVES OF PV MODULE(260W) POSITIVE POWER TOLERANCE v 000 )Connector H4 Amphenol f t�°w m= e,� Fire Type ;UL 1703 Type 2 for Solar City " Highly reliable due to stringent quality control ~0 • Over 30 in-house tests(UV,TC,HF,.and many more) ''°° As a leading global manufacturer t, jI f� In-house testing goes well beyond certification requirements 600 �w m TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic PID resistant € 5'00 Nominal Operating -+ Cell Operational Temperature -40g5°C products,we believe close _ °'0° Temperature(NOCT) 44°C(±2°q I cooperation with our partners aw , Maximum System 1000V DCQEC) IS CFIfICaI t0 SUCCe55. With IOCQ1 z.00 (Temperature Coefficient of PMnx -0.41%/°C i Voltage - 1000V DC(UL) presence around the globe,Trina is 00 Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating }15A able to provide exceptional service °'�° a, z° s° v m erature Coefficient of Isc 4 0.05%/°C to each customer in each market �``; Certified to withstand challenging environmental °° a° LTe_._? -. _ __ _ and supplement our innovative, f conditions reliable products with the backing 2400 Pa wind load of Trina as a strong,bankable -" • 5400 Pa snow load WARRANTY partner. We are committed 10year Product Workmanship Warranty to building strategic,mutually CERTIFICATION 25 year Linear Power Warranty 1 beneficial collaboration with �� . . _ _ installers,developers,distributors Lam a 4L US I (Please refer to product warranty for details) Q •-I and other partners as the 4� ° backbone of our shared success in w driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY �a .r°° EE PACKAGING CONFIGURATION 2 WE 10 Year Product Warranty•25 Year Linear Power Warranty COMPLIANT Modules per box:26 pieces w Trina Solar Limffed www.trinasolaccom d100% rffo ules per 40'container:728 pieces - Addlfion al vglVe m tom Trina Sol m 90�, ar's linear M'ar n o rq CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT, �oMP4li6 T0 a 0 ®2015 Tnno Solar Limited.All rights reserved.Specifications included in this dotosheet are subject to g rumsolar 6 80$ ��uut�solar change without notice. g Smart Energy Together Smart Energy Together Years 5 10 15 20 - 25 �eoMPPrO Trina standard indu;Try standard 1. solar �' Single Phase Inverters for North America s 01 a r =E_77 © ® t� SE3000A US/SE3800A US/SE5000A US/SE6000A US/ v SE7600A US/SE10000A US/SE11400A US SE3000A-US SE380OA-US I SESOOOA-US SE6000A-US I SE760OA-US SE10000A-US SE1140OA-US :OUTPUT � 9980 @ 208V .. SolarEdge Single Phase Inverters ® '. - Nominal A..... Output 3000 3800 5000 6000 7600 10000(n,240V 11400 VA . 5400 @ 208V 10800 @ 208V . - Max-AC Power Output 3300 4150 5450.0.?40V- 6000 8350 10950,a�,240V 12000 VA For North America ... tVolt. .. ... . . ...... AC Output Voltage Min:Nom.Max.i3) 183-208-229 Vac SE3000A-US/SE380OA-US/SE5O0OA-US/SE6OOOA-US/ Output No .Ma .... ................ ...................................:............ ..........................:....... .........................::. ). AC Output Voltage Min:Nom:Max.)') ✓ ✓ J. ✓ ✓ J J . SE760OA-US/SE10O00A-US/SE114OOA-US 211-24o-264 Vac ' AC Fre uenc Min:-Nom:: :�Max() 59.3 60 60.5(with HI country setting 57-.60:60.5) - Hz ........4.....Y..... ..... .... ....... ............. 24 @ 208V 48 @ 208V Max.Continuous Output Current ....12.5-•.••.I .- 16 ....-.21,Ga1.240V...L......25...... ... .............I......42@,240V.......L••..:47.5..-.---.-..A...•. GFDt Mono ............................. . ........... ............. ..................... ....... 1 _ A � - Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes - t A. - r INPUT �pverte�"'•.FL - Maximum DC'Power(STC) 4050• 5100 6750 8300 10250 - 13500 15350 W ........................................... ....................... .................. ... Transformer-less,Ungrounded Yes _^f 12'? G4 Max.Input Voltage ............ 500 ......................... ........ Vdc Ve aO�Y m' C (: ................................... .............................................................. ............... .................................................. .... c Matt �.; Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc ........................................... ..}� r i ............... ..............L.16.5 @ 208V. ... ..... .33 @ 208V 'aj3aN�� [ Max.Input Current)') 9.5 13 18 23 34.5 Adc �., P ............I...._.. ..... ..... ............................................ ................ ................15;S,a�1 240V-- 30S• - I ........ Max.Input Short Circuit Current 45 ................•;..•. ••.••-••-....----.------.-. -Adc•.•. ............................................ ..................................... .......................... .... .... Reverse.Polarity Protection Yes ........................................... ..................................................................................................................................... Ground-Fault Isolation Detection 600ku Sensitivit "If ........... ...ti........ ................ ................................................ Y................................ ............................. 98. 98.3 98 98 98 % Maximum Inverter Efficient 97.7 98.2 3 f. 97.5 @ 208V - 97 @ 208V• CEC Weighted Efficiency 97.5 98 97.5 97.5 97.5 .. ............................................ ................ .................9$.�1a.240V..........-........ ...................7.5 @,240V.. .... ... Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES ■ ' Supported Communication Interfaces - ;- RS485,RS232,Ethernet,ZigBee(optional) _ _..� Revenue Grade Data ANSI C121 -._---- --.- •..• -•Optional(3) -, -.-. ••• •• •,• .-.--.• .•.-. .-...-..- _ r. ..... .... .... ........ ... ..... ......... ....... .. . . . Rapid Shutdown-NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is Installed(°) -- - STANDARD COMPLIANCE UL1741,UL1699B;U11998,CSA 22.2 ......ry................................... .................................... .................................................................................... ......... IL Grid Connection Standards IEEE1547 Ilk -- - Emissions FCC part15 class B i INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/1676 AWG 3/4"minimum/8-3 AWG ( DC input conduit size/p of strings/ 3/4 minimum/1-2 strings/ - J - 3/4"minimum/1-2 strings/16-6 AWG AWGrange....... ... 14•-6 AWG Dimensions with Safety Switch - 30.5 x 12.5 x 10.5/ in/ f '+= -•�•- I , `' - (Hmensto,,-,,,,,,- 30.5 x 12.5 x 7.2/775 x 315 x 184 775x 315x 260••-,- ,-,MITI , 9 ..................... .... .......................................................................... ............... ... i t Weight with Safety Switch--.--.•..•.•• ••,•••••••51,2/23.2.....----.I....................54.7/•24.7-- ...'Natural..--.---' 88.4/40.1 Ib/kg convection . Cooling Natural Convection and internal Fans(user replaceable) fan(user The best choice for SolarEdge enabled systems ....--.... .re..q...... ...................... .... .- Noise <25 <50 dBA - Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance Min:Max.Operating Temperature -13 to+140/-2s to+60(-40 to+60 version availabie(s)) 'F/'C - Superior efficiency(98%) Range................... Protection Rating NEMA 3R - Small,lightweight and easy to install On provided bracket Pprpffier regional semngs please contact SolarEdge support. to A higher current source may be used;the inverter will limit its Input current to the values stated. Built-in module-level monitoring p)Revenue grade inverter P/N:SEm -USOOONNR2(for 7600W Inverter:SE7600A-U5002NN112). (°)Rapid shutdown kit P/N:SE100D-RSD-Sl. - InternetconnectionthroughEthernetorWireless _ ems)-40 version P/N:SEE-A-USOOONNU4Ifor 7600W inverterSE7600+-UUS002NNU4).`_ Outdoor and indoor installation t Fixed voltage inverter,DC/AC conversion only I - Pre-assembled Safety Switch for faster installation 4 t t - Optional-revenue grade data,ANSI C12.1 sunSPEC USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS ISRAEL Wyyw•SOlaredge.US )t t" 14 ipj k °a. s a fit'