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1034 SANTUIT-NEWTOWN ROAD
1o3qSA1Atjjt-Ne6jtdwg Ili. - 'I L l �.._ i0 I d i CI prat ca6i� �b Arc. ' k Job#: Dab )'3a u Property Address: I n 3`/ SQ10 1'v r — /V y. 3 Z/ 7L N b 34 as Owner of the subject properly hereby authorize S®LEARN Ty t 'ION to act on my behalf, in all matters relative to work authorized by this building permit application. S' ature o er: Date: r. S0LARCi 1 Y.COI� t Mul►acts� €tti �t�rme�w�+r µin �slnrl soffit of Dut"bou 004tAsr+oos and Sta"ta4da eats CS-108615. JASON PATRY 821 STEWART DRAVE i Abington MA 02151 ;...�,.. � 021116/2019 11r // Of(kc of Cossamtr AtfiFrs&0ostoe»Ret e4licia "HOME IMPROVEMENT CONTRACTOR � Rogtatration: 108572 Typo7ryl $' Expiration: 3wl)i7 SuppkmoM C SOLAR CITY CORPORATION I JASON PATRY 24 ST MARTIN STREET OLD 2UNI TIA{`tLBOROUwMAoim Uodemcmtary . t i n 10A The Commonwealth ofMassackusetts Depwtnmt of Industrial Accidents I Congress Streets Suite 100 Boston,MA 02114-2017 www.mass gav/dia Workers'Compensation Insurance Affidavit:Sai[4ers/Contractors/Eleetriclans/Plumbm. TO BE TILED WITH THE PERMMING AUTHORITY. Agglic nt lq rmation Please Print kWhty_ NaMe(Bwincsslarguaizatinnlindividuan: SolarCity Corporation Address: 3055 Ciearview Way City/State/Zip, San Mateo,CA 94402 phvnc#: (888)765-2489 Am you an employe?Check the app.ropemte box: Type of project(required): I.©I ern a employer wilit 15,000 loyco(fill l andlor part time)." .7. ❑Anew construction L©h am a sole proprietor or partnership mid hm-a no ettployc s working formic in 8. 0 Remodeling any capacity.[Nb watkas'comp.insurance req%ind.l 9. ❑Demolition 3Q 1 am a lmmeowncr doing all work myself.lNo workee comp•insurance required.]r 4.0l am a hamcowner and will W hiring cuntracim to conduct all stork on my property. l ivil1 I 0 Building addition ensure that all contraom oitber have warker;'compensation insurance or are sole 11.(]Electrical repairs or additions proprietors Willi no employees. 12.E]Plumbing repairs or additions So I on a gencral•contractor and t have hired the sub-contractors listed on the attached!d=t. 13.[:]Roof repairs These sub-mnimciors have employees and have workers'comp,urswaace i t4.pot1>;ersolar panels 6.Q We are a corporation and its officers have exercised their right of exemption per MGI.c. 13Z#1(41,era!we have no employees.[No 4YodceW comp.insurance required.] *Any gp1isamt that chcoks box dl mast also till out the sediou below showing their worriers'compensation policy infonuntion. I homeowners 149 Submit this affidavit imdicMing they are doing all ward,and then hire outside.contractors mitst stibnnt a new sC['sdavit indicating suelt. tCootretsots that obock tfds box imud auachnd an a"tionah sheet showing the nonce of alto sub-©oritractors and state whether tw not thnse entlties have emptoyew, if the sub-contmelors have employees,that'tuast provide their wdrkco'tromp.policy muuber. t ant ail employer that is pmWi ft worker's'compensation insurance for,wy eMptoym& Bdow is the paliq and jab site InVormatian Insurance Company Name:American Zurich Insurance Company Policy#or Self-ins.Lic.#: WC0182015-00 Expiration Date: Mole Job Site Address: 1034 Santuit-Newtown Road City/State/Zip: Cotuit, MA 02635 Attach a copy of the"rkere compensation pollesy declaration page(showing the.policy number and expiratlion date). l:ailure to secure coverage as required under MOL c. 152,§23A is a criminal violation punishable by a fine up to S 1,500.00 and/or one-year imprisonment,as well as civil penalties its the form of STOP WORK ORDER and a tine of tip to S250.00 a day against The violator.A copy of this statement may be forwarded to the Office of investigations of the DIA for insurance coverage verification. I do hereby Gerd under the pains and penalties of perjury that the Information provided above is true and correct. ason Patr . December 11,2015 Phone Official rise otily. Do not write in this area,ro be compidted by city or fawn o,(jiclnl City or Town: PermidUrease d Issuing Apthority(circle one): 1.Board of Health L Building Departenent I CtdyITown Clerk. 4.Eleetrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: et A�Ra D nmonYry} CERTIFtGATE OF LIABILITYLITY INSURANCE 013117 o�,,,015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING iNSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certlflcate holder is an ADDITIONAL INSURED,the potiey(las)must be endorsed. If SUBROGATION 15 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 certiticate holder In lieu of such andorsement(s), PRODUCER CONTACT MARSH RISK&INSURANCE SERVICES AME: —..._._—._......... ._........ . p......... . . .......... .....:__..T..._ 345 CALIFORNIAHONEDRNIA STREET,SUITE 1300 _..........1!ACNo CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANC15CO3 CA 94104 APP84w........... .._.....__.._..._....-._...——. Alin:Shannon Scott415-743-8334 +NsuRE S AFFOftDINO COVERAriE _•.•.• NAIC# 998301-STND-GMVUE-15.16 SURER A;Zurich American Insurance Company 116535 St�rCity Corporation INSURER e: ;WA 3065 Clearhew Way INSURER c:NIA NIA -- San A4e1eo,CA 94402' ......------....._-.........__...-... ................... ................-. INSURER D:American Zurich Insurance Company 40142 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER; SEA•DO271383B•48 REVISION NUMBER-4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO VMICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS .....--T...__ --- ---. _. ..._.... I -'rlID6LTSUFJii .. .. _. POLICY EFF POLICY EXP L TYPE OF INSURANCE LIMITS TR r I POUCV NUMaER MMn?DIYYYY A IX COMMERCIAL GENERAL LIABILITY G1.00182016-00 0910112015 1001=6 EACH OCCURRENCE 00 DAMAGE TO RENTED F CLAIMS-MADE n OCCUR ; PRENI.$E�SEe,gc.-rrence]... S- 0D0,000 ` X SIR:$250,DDD I MED EXP(Any onQ.per�n)... S.__ _.._. -._._— 5,000 PERSONAL&ADV INJURY_.- S __. 3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 6,000,000 X�POLICY L.....1 JEC �..... LOG PRODUCTS.-GOMPIOP AGG S... ............. 6,000,040 OTHER. 1 COMBINED LIMIT A AuraMDauELIAaaITY BAP8182017.00 09t0112015 109101f2DJ6 --- — $ SAO.= XX ANY AU70X... I I ( BODILY INJURY(Per p...er.s..o.n..).. S LLYMED SCHEDULED BODILY INJURY(Per accident) S AO AUTOS ......... U DPROPERTY DAMAGEXHIRED AUTOS AUTOS e - 11 $ COMPICOLL DED: S $5,000 UMBRELLA LIAR OCCUR f i EACH OCCURRENCE S EXCESS LUL 3 CLAIMS-MADE AGGREGATE—.---._.._........._. g CEO t RETENTIONS -- S D WORKERS COMPENSATION ; jWG0182014-DO(AOS) 09MI 015 109101I2016 X II PER OTH. AND EMPLOYERS'LIABILITY l,¢TgTUTE_ --..iR.. _.._ ......_ ._ A YIN �A'G0182015-OD MA 091D112015 l0910112016 ANY PROPRIETORrPARTNFJi!EXECUTIVE ( ) . E.L.EACH ACCIDENT S 1,000,000 OFMCERRAEMSERpXCLUDEDl MIA .—._. ..._......._. (Mandatary In NH) ANC DEDUCTIBLE$500,000 E L.DISEASE-EA EMPLOYEE S 1,0001000 i Ir yYes,describe tmdar — - ..._....._ ......._ DESCRIPTIONOFOPERAT.ONSbelaw ! E.L.DISEASE-POLICYLIMiT $ 1,DDO,WO t l I DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES IACORD f91,Additional Remarks gdwd nre,maybe attanhad It man space Is raquhedl Evidence of lnsutance. CERTIFICATE HOLDER CANCELLATION SdarMy Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3056clealviewWay THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo.CA 99402 ACCORDANCE WITH THE POLICY PROVISIDNS. AUTHORIZED REPRESE#TATIVE' of Marsh Risk&Insurance Services Charles Mlarmolejo 01998-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2(14101) The ACORD name and logo are registered marks of ACORD TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel d�9� Application# 6?6 / S XG,O Health Division Date Issued L Z3. /S- Conservation Division Application Feed Planning Dept. Permit Fee Date Definitive Plan, (Approved by Planning Board Historic - OKH /y y _ Preservation/ Hyannis Aro Project Street Address Village Owner yi�i� ,F- �T C4)kC Address 10 3 q a nit-4'f- Ile LA-vk=A ko�i,,A Telephone�'�D� a4� .��b� �? -�� MA C96,3s 6 Permit Request LL SD� n c D s� \' e '�i� 1 f le nc CT-re l Ivy Wt^,- C C flrlCc� 5 IM . �' lnec Square feet: 1 st floor: existing '— proposed T 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 15-1 Wt) Construction Type Lot Size _ Grandfathered: ❑Yes ONo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes �AIO On Old King's Highway: ❑Yes ,rNo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other _ Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new sizPool: ❑ existing ❑ new size Barn ❑rvexisting ❑,new siz Attached garage: ❑ existing ❑ new sizShed: ❑ existing ❑ new size Other: =' Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Tz:, Commercial ❑Yes )-No If yes, site plan review # 03 Current Use Proposed Use APPLICANT INFORMATION (BUILDER7-thtq HOMEOWNER) Name D � Telephone Number JM Address c� �S b License# C<1 / 0 1,� V �"� V�hc� ►�b� o�(� Home Improvement Contractor# Email Worker's Compensation # ALL COPS RUCTION DEBRIS RESULTI LFROM THIS PROJECT WILL BE TAKEN TO '(a SIGNATURE DATE 't FOR OFFICIAL USE ONLY APPLICATION # i 4 ` DATE ISSUED ' MAP/ PARCEL NO. � r , 4 ADDRESS VILLAGE . f C OWNER t y 4 DATE OF INSPECTION: FOUNDATION c FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ti t S I Version#53.6-T6D WA-SolarCit m y December 10, 2015 'vA 0 RE CERTIFICATION LETTER rti Project/Job#0262324e 9ACuS i��, �A� Project Address: Cole Residence 21919 1034 Santuit-Newtown Rd Cotuit, MA 02635 AHJ Barnstable Sic!I"L.'�`'`�x SC Office Cape Cod W?C Design Criteria: -Applicable Codes= MA Res. Code, 8th Edition,ASCE 7-65,and 2005 NDS - Risk Category = II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf - MP3: Roof DL= 13.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 12.3 psf(PV Areas) - MP4: Roof DL= 13.5 psf, Roof LL/SL= 19.5 psf(Non-PV Areas), Roof LL/SL= 10.5 psf(PV Areas) - MP5: Roof DL= 13.5 psf, Roof LL/SL= 16.2 psf(Non-PV Areas), Roof LL/SL= 8.7 psf(PV Areas) - MP6: Roof DL= 10.5 psf, Roof LL/SL= 16.2 psf(Non-PV Areas), Roof LL/SL= 8.7 psf(PV Areas) - MP7: Roof DL= 13.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL = 21 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19312 < 0.40 and Seismic Design Category(SDC) = B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluationI certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally,I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval. Additionally a summary of the structural review is provided in the results summary tables on the following page. Sincerely, Marcus Hann, P.E. Digitally signed by Marcus Hann Professional Engineer T: 888.765.2489 Date:2015.12.11 10:00:36 05'00' email: mhann@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771,CA CSLB 888104.C0 EC.8041.CT H10 0632778.DC HIC 71101486,DC HIS 71101488,Hi CT29770,hM HIC'l08572.,MD MHIC 128948,NJ 13V1I061606W, ' On CCE 180498,t'A.077343,TX T31.R 27008,WA CCL,.3oLARC'919o7..*2013 sniarCstV,All rights rosorved, e �} Version#53.6-TBD A.SolarCit.0, y. HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP3 64" 24" 39" NA Staggered 77.0% MP4 64" 24" 39" NA Staggered 77.4% MPS 64" 24" 39" NA Staggered 77.7% MP6 64" 24" 39" NA Staggered 69.4% MP7 64" 24" 39" NA Staggered 69.5% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP3 48" 17" 65" NA Staggered 96.1% MP4 48" 17" 65" NA Staggered 96.5% MPS 48" 17" 65" NA Staggered 97.0% MP6 48" 191, 65" NA Staggered 86.5% MP7 48" 1 18" 65" 1 NA Staggered 86.7% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MP3 Vaulted Ceiling @ 16 in.O.C. 350 Member Impact Check OK MP4 Vaulted Ceiling @ 16 in,O.C. 400 Member Impact Check OK MPS Vaulted Ceiling @ 16 in.O.C. 450 Member Impact Check OK MP6 Stack Frame @ 16 in.O.C. 450 Member Impact Check OK MP7 Vaulted Ceiling @ 16 in.O.C. 120 Member Analysis OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. r 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com .AZ ROC 713771 CA CSLB 888104,CO F.0 8041 CT HIC 0G32778,OC HIC 71101.186.DC HIS 711 W468.HI CT-29770,MA HIC 168512,MO MI-11p l28948,NJ 13VH06160600. OR COB 180498,PA 077343,TX I OLR..27006,WA GOL:SOL ARC'91907,0 2013 SelarClty.AU rights reserved. STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP3 �� � Member Properties Summary MP3 Horizontal Member Spans Rafter Pro erties Overhang 0.99 ft Actual W 1.50" Roof System Properties San 1 4.04 ft. Actual D, 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof _ .Span 3 A 10.88 in.^2- Re-Roof No Span 4 S. 13.14 in.^3 Plywood Sheathing Yes . San 5 :, ri - e 4 I -_ 47.63 in.A4'ar Board Sheathing None Total Rake Span 6.14 ft TL DefPn Limit 180 Vaulted Ceiling _Yes, t PV:1 Start .1.75 ftv ; R WoodSpecies SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 5.08 ft Wood Grade #2 p ' V,2 Start ..- ,;. tea, . .,,,r Fb_ ,: . ,, _ 875 psi Rafter Sloe 35° P Rafter Spacing 16"O.C. PV 2 End F. 135 psi Top Lat Bracing-, s` - Full"' '" PV 3 Start "" y' E 1400000 psi Pot Lat Bracing Full PV 3 End Emin 510000 psi Member Loading Summary Roof Pitch 9 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.22 16.5 psf 16.5 psf PV Dead Load PV-DL 3.0 psf _, x 1.22 r _-„ a 3.7 psf Roof Live Load RLL 20.0 psf x 0.78 15.5 psf Live/Snow Load w LL SLl'Z �.: 30.0 psf x 0.7Al x 0.41,,,, �-t.,21.0;psf ; , 12.3,psf. w Total Load(Governing LC I TL 37.5 psf 32.4 sf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(CO(IS)pg; Ce=0.91 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 1.00 1.2 1.15 Member Anal sis Results Summary Governing Analysis I Pre-PV Dem JPost-PVDemandj Net Im act Result Gravity Loading Check 84 psi 66 psi 0.78 Pass [CALCULATION_OVOESIGN WIND LOADS-MP3--- Mounting Plane Information Roofing Material Comp Roof PV Syste pe SolarGty SleekMountT"'� f - - -- �- Spanning Vents No Standoff Attachment Hardware Comp Mount Type G Roof Slope 350 Rafter,Spacing,_.._...—_—_ � . � � _ Y���-_ _. Framing Type Direction Y-Y Rafters Purlin Spacing X-X Purlins Only_ NA s Tile Reveal Tile Roofs Only NA Tile Attachment System _Tile Roofs Only_ ,StandingSeam ra Spacing SM Seam OnlyNA Wind Design Criteria Wind Design Code ;^ ASCE 7-05 w Wind,Design Method___ __ Partially/Fully Enclosed Method Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category __ C Section 6.5.6.3 '- Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof,Hei ht h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor _ _ _ __ _Krt. 1�pp 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)(VA 2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down _ 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC) Equation 6-22 Wind Pressure U „ -23.7 psf Wind Pressure Down 21.8 psf [ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever _ __LandscapesDNA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib_ _ ' _17 sf " PV Assembly Dead Load W-PV 3.0 psf - - Net Wmd,Upliftat_Standoff__—_� T,actual � _ -385_Ibs__�AT Uplift Capacity of Standoff T-allow 500 lbs _ Standoff Demand/Capacity DCR 77.00% X-Direction Y-Direction MaxAllowable Standoff Spacing Portrait 48" 65' _ _ n -- - Max AAllowable Cantilever =_Portraitw ' 17 Standoff Configuration Portrait Staggered Max Standoff Tributary.Area 0, � "' Trib� °' ' _ 22 sf � � .. 4 ��. a .. PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual Uplift Capacity of Standoff T-allow 500 lbs Stand Fj"mA—d/—Capadty ci �'-'� DCR '"` . 96.1% �� t « (STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP4 Member Properties Summary MP4 Horizontal Member Spans Rafter Pro erties Overhang 0.99 ft Actual W 1.50" Mu h Roof stem Properties ..v Span 1��°,` '' ° 8.74'ft Actual D 7:25" Y, Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material e ` ; � Comp Span 3 ;i'"A'non 10.88 in.^2 Re-Roof No Span 4 SX 13.14 in.A3 PI ood SheathingYes"` Span S ,I 47.63"in.A4 Board Sheathing None Total Rake Span 12.70 ft TL Defl'n Limit 180 Vaulted Ceiling _ ""'Yes "PV 1 Start 2.17 ft Wood Species' SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.17 ft Wood Grade #2 Rafter Slope 400` PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F,, 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing Full PV 3 End E,„i„ 510000 psi Memberioading Su ma Roof Pitch 10 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.31 17.6 psf 17.6 psf PV Dead Load PV-DL 3.0 psf x 1.31 :: 3.9 psf Roof Live Load RILL 20.0 psf x 0.70 14.0 psf Live/Snow Load LL SL12 30.0 psf.,, x 0.65 ,J'x 0.35 - 19.5 psf i+, 10.5.psf ; Total Load(Governing LC TL 37.1 psf 32.0 Dsf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)pg; Ce=0.9,Ct=1.1,IS=1.0 Member Design Summa er NDS Governing Load Comb CD I CL + CL - CF Cr D+ S 1.15 1.00 1 1.00 1 1.2 1.15 Member Anal sis Results Summary Governing Analysis I Pre-PV Demand lPost-PVDemandl Net Im act Result Gravity Loading Check 422 psi 356 psi 0.84 Pass [CALCULATION-0F DESIGN WIND LOADS MP-4---- Mounting Plane Information Roofing Material �� Comp Roof PV_System Type _ _ __ ..._ _._SoiarCity SleekMountT`" �_� Spanning Vents No Standoff Attachment Hardware - Comp Mount Type C Roof Slope 400 Rafter Spacing 16_O.C.. Framing Type Direction _- Y-Y Rafters Purlin Spacing. "p"` X-X Purlins Only, NA Tile Reveal _Tile Roofs Only _ _ NA TileAttachment System- ',—,° ' 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 .._2 Basic Wind Speed V 110 mph _ Fig. 6-1 Exposure Cate_90ry Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Hei ht. R r h. 4: �25-:, „. -,� �- E. ::. .. :�, � s� . v. ._.Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 To o ra hic Factor '1.00 —'Section 6.5.7 -P g._ P--- _ Wind Directionality Factor Kd 0.85 Table 6 4 Im ortance Factor" " "" _ I`° - L - " �`bl 6 1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 DsF Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ezt:Pressure Coefficient" Down °GC 6o"W `,1' "' 0 88`' 0,. ;� C '""' Fig."6-116/C/D-14A/B Design Wind Pressure. p p=qh(GC ) Equation 6-22 Wind Pressure U -23.7 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39'f Max Allowable Cantlleyer� ._._ Landscapes_ . 24'' � � ,NA___� Standoff Configuration Landscape Staggered Max Standoff Tributary_Area_a Trib _ '17 sf PV Assembly Dead Load W-PV 3.0 psf Net WInd,Uplift at Standoff �T-actual_� '' �-- _..__ ._.:387 Ibs Uplift Capacity of Stand_o-ff T-allow 500 Ibs Stan ff Demand Ca aci DCR 'Y Ya77.4%` X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantileve_r_� Portrait __ �_ _ 17" - NAB__ Standoff Configuration Portrait Staggered Max Standoff Tributary Area___ _ Trib___ _ �22 sf_ PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift atStandoff� T actual _ �' -483 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff De and C a DCR STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MPS1 Member Properties Summary MPS Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Properties Span 1 9.63 ft Actual D 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A "' 10.88 in.A2 Re-Roof No San 4 S. 13.14 in.A3 Plywood Sheathing Yes San 5 I 47 63 in. 4 Board Sheathing None Total Rake Span 14.78 ft TL Defl'n Limit 180 Vaulted Ceiling r�:. Yes-',- PV 1 Start 'N 3.67 ft 'Woods ecies i <" "W SPF-1,`" Ceiling Finish 1/2"Gypsum Board PV 1 End 13.67 ft Wood Grade #2 Rafter Slope w k 450" , = PV 2 Start �.0+ is Fb`4 ,;, 875 psi Rafter Spacing 16"O.C. PV 2 End F. 135 psi Top Lat Bracing _. Full_ PV 3 Start . E 1400000psi _ Bot Lat Bracing Full PV 3 End Emi„ 510000 psi Member Loading SummarV Roof Pitch 12 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.41 19.1 psf 19.1 psf PV Dead Load PV-DL 3.0 psf x 1.41 4.2 pSf Roof Live Load RLL 20.0 psf x 0.60 12.0 psf Live/Snow Load LL SL1,2 30.0 psf x 0.54 1 x 0.29 16.2 psf 8.7 psf Total Load(Governing LC TL 1 1 35.3 Psf 32.0 Dsf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(Is)pg; Ce=0.91 Ct=1.1,Is=1.0 Member Design Summa (per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1.00 1 1.2 1.15 Member Anal sis Results SummarV GoverningAnalysis Pre-PV Demand Post-PV Demand Net Im act Result Gravity Loading Check 492 psi 446 psi 0.91 Pass [CALCULATION OF_�DESIGN_WINDyLOADS`PIP _ Y .— ---- -- - ---— --.—j Mounting Plane Information Roofing Material Comp Roof ._ PV$ystemzType == " SolarCity SleekMountT" ___ . . __ _ __._.._ Spanning Vents No Standoff Attachment Hardware , Comp Mount Type C ., X Roof Slope 450 Rafter,Spacing _ _ _. - - — 16�O.C. _ _._ - _ Framing Type Direction Y-Y Rafters Purlm Spacing X-X Purlins Only _ NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only_ NA - Standing Seam ra Spacing SM Seam On NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind,Design,Method - _ --_ -aPart ially/Fully Enclosed Method Basic Wind Speed V 110 mph Fig. 6-1 Expos-u-re Category _ -_ _-_ _ 4a_ __ C Section 6 5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B MeM a Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ` 0.95 Table 6-3 Topographic Factor _ _.Krt._ .� ._..w _ 1.00 ._ _ _._ Section 6.5J _ _ Wind Directionality Factor Kd 0.85 Table 6-4 �.. ., Im ortance'Factor` "�� � _ `� I � �' � �`° ��� '1�.0� �:�� `" �; -Tab - le 6-1 Velocity.Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC (Down) 0.88 Fig.6711B/C/D-14A/B Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure U -23.7 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS -Mr X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" M Allowable_Cantilever Landscape R ' x "" 24" '+ _ "� N Standoff Configuration Landscape Staggered Max Standoff Tributary'Area m; :. i,Trib_, ' x _ 1 - • _. tee. -A PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift-at Standoff - T;actuai 389 Ibs Uplift Capacity of_Standoff T-allow _ 500 Ibs Standoff Demand/Capacity DCR 77.7% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable-Cantilever Portrait �- 17" __ _NA Standoff Confi uration Portrait Staggered _ Max Standoffjributary.Area Trib " ="t "" 22 sf " PV Assembly Dead Load W-PV 3 0 psf Net Wind Uplift at Standoff _T�•_ T-actual a= -485 Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/CapacityDCR 97.0% _�. Y- STRUCTURE_ANALYSIS -+LOADING SUMMARY AND MEMBER CHECK- MP6 Member Properties Summary MP6 Horizontal Member Spans Rafter Pro erties Overhang 1.16 ft Actual W 1.50" Roof System Properties San 1 "': 5.50 ft Actual D ," 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 10.88 in.A2 Re-Roof No San 4 S. 13.14 in.A3 PI ood Sheathing Yes K i° San 5 .< r I _;'- 47.63 in.^4 z Board Sheathing None Total Rake Span 9.42 ft TL Defl'n Limit 120 Vaulted Ceiling' No PV 1 Start- 1.75 ft' '" Wood S eces`, SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 8.42 ft Wood Grade #2 Rafter Sloe 450 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. I PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 12 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.41 14.8 psf 14.8 psf PV Dead Load PV-DL 3.0psf x 1.41 - „' 4.2 psf Roof Live Load RLL 20.0 psf x 0.60 12.0 psf Live/Snow Load ' ' LL SLi,2 `� �� ` 30.0`psf_ � `x 0.54 x'0 29s 16.2_psUh, 8.7 psf 3L& . Total Load(Governing LC TL 31.0 psf 27.8 psf Notes: 1. ps=Cs*pf,Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Cr)(Is)p9; Ce=0.91 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 0.72 1.2 1.15 Member Anal sis Results Summary Governing Analysis Pre-PV Demand Post-PV Demand Net Im act Result _ Gravity Loading Check 132 psi 104 psi 0.79 Pass [CALCULATION OF DESIGN WIND LOADS�MP6_-' Mounting Plane Information Roofing Material Comp Roof PVISystem Type_ � rJ' ' ate_.- .. : ,r. . . S61-, ity,SleekMount" Spanning.Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 450 Rafter,Spacing_v 16"D.C. Framing Type Direction Y-Y Rafters Purlm Spacing X-X Purlins Only_ NA ' Tile Reveal Tile Roofs Only NA Tile Attachment S stem`. Tiie Roofs Onl j _-. NA Y_ ._ _. Y_ x � k Standin Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 . _ �� � Wind Design Method a _ - ._ _ b Partially/Fully Enclosed Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category _ ' -'``_ — C 1`_ _ Section 6 5 3 Roof Style Gable Roof . Fig.6-11B/C/D-14A/B Mean Roof Height h 15 ft I Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor , —Ka— �., ��_ s100" Section6.5.7 Wind Directionality Factor _ Ka 0.85 Table 6-4 Importance Factor I 1:0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext:Pressure Coefficient Down G@ (Down) ":'rye y"' '0.88 Fig.6 118/C/D 14A/B Design Wind Pressure p p = qh(GC) Equation 6-22 Wind Pressure U -21.3 psf Wind Pressure Down Pfdo 1 19.6 psf AL OLOL WABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing__ Landscape 64" 39" Max_A-iiowable Cantilever_ _Landscape. Standoff Configuration Landscape Staggered Max Standoff Tributary,Area._; 'wm, � PV Assembly Dead-Load W-PV 3.0 psf Net.Wind•UpliftatStandoff _ _Tactua--I Uplift Capacity of Standoff _ T-allow 500 Ibs Standoff Demand/Capacity DCR 69.4% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever�. __ rtrait:__,Po 19" NA _�.—�_ Standoff Confi uration Portrait Staggered (Max Standoff Tributary_Area_ _ �_ Trib � _ � _ 22 sfM PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -433 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR - ,; h'e. 86.5%.: �S R CTURE_ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP7 Member Properties Summary MP7 Horizontal Member Spans Rafter Pro erties Overhang 0.66 ft Actual W 1.50" Roof System Properties 'S an`1 r 8.75 W7 Actual D V' 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material ---',',Comp Roof" San 3 "" "' °. A° 4`10.88 in.A2 Re-Roof No San 4 S. 13.14 in.A3 Plywood Sheathing Yes "Span 5 `" Ix 47.63 in.A4 Board Sheathing None Total Rake Span 9.62 ft TL Defl'n Limit 180 Vaulted Ceiling Yes PV 1 Start 1.58 ft Wood Species SPF Ceilina Finish 1/2"Gypsum Board PV 1 End 8.25 ft Wood Grade #2 Rafter Slope '"° 120 PV 2 Start `_ Fb 875 psi _ Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing Full PV 3 End Emi„ 510.000 psi Member Loading mary Roof Pitch 3 12 Initial Pitch Adiust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.02 13.8 psf 13.8 psf PV Dead Load PV-DL 3.0 psf x-1.02 3.1 psf Roof Live Load RLL 20.0 psf x t1.00 20.0 psf Live/Snow Load LL SL1,2 30.0 psf x 0.7 1•x 0.7 21.0 psf 21.0 psf,,, Total Load(Governing LC TL 1 1 34.8 psf 1 37.9 nsf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2) 2. pf= 0.7(Ce)(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 1.00 1.2 1.15 Member Anal sis Results Summary Governing Analysis Max Demand @ Location Ca aci DCR Result Bending + Stress 434 psi 5.1 ft 1389 psi 0.31 Pass Y [CALCULATION O_F DESIGN WINDLOADS _,Ml?T j Mounting Plane Information Roofing Material Comp Roof PV System Type. "" `�` S_ ty _ .._.—. olarCi SleekMountT"' Spanning Vents No � r Standoff Attachment Hardware w Comp Mount Type C Roof Slope 120 Rafter_Spacing �- 16"-6.C. Framing Type Direction Y-Y Rafters p Purlin S_acin X-X Purlins Only -: NA -_-- _ _ 9 v_ __ Yr Tile Reveal Tile Roofs Only NA �. Tile Attachment System Tile Roofs Only 'e _NA" Standin Seam/Trap Seam/Trap Spacing SM SeamOnly NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method.__..__,_ � _ ___: � Partially/Fully Enclosed.Method� Basic Wind Speed V 110 mph Fig. 6-1 Exposure„Category_. _ - C� _Section,6 5.6.3� Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Hei ht h 25 ft Section 6.2 S . Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factorw Krt ==.1 _: 1.00 _ _ Section 6.5.7 . m Wind Directionality Factor Kd 4 0.85 _ Table 6-4 Importance Factor. - I ' l �,�, �: ' 1:0. �. o. � Table 6-1- Velocity Pressure qh qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC (Down) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure P p= qh(GC) Equation 6-22 Wind Pressure U -21.8 psf Wind Pressure Down 11.2 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable r_ �Cantileve � ,---Landscape __ �, 24 � _NA____ Standoff Configuration Landscape Staggered Max Standoff Tributary Area___ _ ,,�,_ Trib,_ 17 sf PV Assembly Dead Load W-PV 3.0 psf _ Net Wmd Uplift at Stand -off_-_ „_.Twactual, �:�x 348 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 69:5% X-Direction Y-Direction Max Allowable Standoff Spacing__ Portrait 48" _ _ 65" - Max Allowable,Cantilever-4- ,_ � _Portrait„ .._ Standoff Configuration Portrait Sta Bred Max Standoff-Tributary. Trib 22 sf PV Assembly Dead Load _ W-PV 3.0 psf - Net Wind Uplift at Standoff_ T-actual Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR - 86.7% ►2),J1y F Town of Barnstable <_ *Permit# Expires 6 mouths from issue date Regulatory Services Fee anaweraar E, M"M Richard V.Scali,Interim Director Building Division Tom Perry,CBO,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint - Map/parcel Number Property Address N Residential Value of Work$ �'� -]43. Minimum fee of$35.00 for work under$6000.00 B Owner's Name&Address ean t J ud t+h Co`a t03,4N&Uft&An RA C-&1 L_j- _ r4 6aU3 Contractor's NameRonWdo S01&06 Telephone Number Home Improvement Contractor License#(if applicable) 1,R j i'f Email: Construction Supervisor's License#(if applicable) tot d ot1 ► no: Q nglm PT rkman's Compensation Insurance r Check one: MV 25 2014 ❑ I am a sole proprietor ❑ I am the Homeowner TOWN OF BARNSTABLE I have Worker's Compensation insurance Insurance Company Name lie #& Co Workman's Comp.Policy# ��� Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) X Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to__Q( f SVIOM DvFA )Sl� ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,Le Historic,Conservation,etc. ***Note: Property Owner si t sign Property Owner Letter of Permission. A copy of H e Improvement.Contractors License&Construction Supervisors License is required. SIGNATURE: TAKEVIN_D\Building Changes\M S XPRESS.doc Revised 061313 I f The Commonwealth of Massachusetts Department of Industrial Accidents = Office of Investigations I Congress Street,Suite 100 Boston,MA 02114 2017 www-mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le;aflbly Name (Business/Organizationfindividual): HOME DEPOT AT,HOME SERVICES Addre :2455 PACES FERRY ROAD G /State/Zip:ATLANTA, GA 30339 ne#:774-265-2139 ou an employer?Check the appropria a Type of project(required): am a employer with 20 4• a general contractor and I employees(full and/or part-time).* .--. have hired the sub-contractors 6. []New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. Demolition ' working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp. insurance comp. insurance.= required.] We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL :�Roof 12 repair_s insurance required.] t c. 1527 y 1(4),and we have no 1 Other employees. [No workers' comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeo-%mers who submit this affidavit indicating they are doing all Avork and then hire outside contractors must submit a new affidavit indicating such. }Contractors that check this box must attached an additional sheet shoixing the name of the sub-contractors and state whether or not those entities have employees. if the sub-contractors have employees,they must proxide their workers'comp.policy number. .ram an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:NEW HAMPSHIRE INS. CO. Policy#or Self-ins. Lic. #:WC049101882 Expiration Date:3/1/2015 Job Site Address: Wie a>-'lh l_ , City/State/Zip: �'- per, rnA Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against th ' lator. Be advised that a copy of this statement may be forwarded to the Office of. Investigations of the DIA for'' >� ce coverage verification. I do hereby certify under s a e the information provided ove is true and correct. Si afore: Date: G! 6 Phone#: 401-714-6399 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.CitylTown Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: - Phone#: Department of Industrial Accidents Office oflnvestigations 1 Congress Stree4 Suite 100 ' Boston, MA- 02114--2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contracto'rs/Electricians/Plumbers Applicaut.Information Please Print Legibly Name (Business/Organization/Individual): 01AROORA.) Address: 4voer IV City/State/Zip: I 6170Z T Phone.# 3.09?-3`�8 3 Are you an employer?Chec the appropriate bog: Type of project(required): 1.❑ I am a employer with 4• ❑ I am a'general contractor.and 1 employees(full and/or part-time).* have hired the sub-contractors 6: ❑New construction 2.;(I am a sole proprietor or partner- listed on the attached sheet.. 7. 0 Remodeling shipand have no employees These sub-contractors have 8. El Demolition working for mein any capacity. employees and have workers' insurance. 9.-'❑Building addition comp.[No workers' comp.insurance p• required.] 5._❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12-❑Roof repairs insurance required.]t C. 152,§2(4),and we have no employees. [No workers' 13.❑Other comp.insurance required:] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. f Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. =Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp..policy number. I am an employer that is providing workers'compensation insurance for my employeex Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one=year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator: Be advised that a copy of this statement may be forwarded to the Office of, Investigations of the DIA for insurance verage verification. I do hereby fff 522jk4e'jt e pains a4 4J&allies o er u`!y that the information provided above is true and correct Si afore: Phone#: J 108 Official use only. Do not write in this,area,to be completed by.city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3,City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone M. t _ Office of Cons_ - umer Affairs and Business Regulation _ 10 Park Plaza - Suite 5170 - Boston, Massachusetts 02116 Home Improvement:Contractor Registration - - Registration: 126893 Type: Supplement Card THD AT HOME SERVICES, INC. '. = _ Expiration: 8/3/2016 ANDREW SWEET 2690 CUMBERLAND PARKWAY SUITE=300::M= '` ATLANTA, GA 30339 Update Address and return card.Mark reason for change. sea, es 20ti105n1 J Address Renewal i`- Employment Lost Card Office of Consumer: (fairs&Business Regulation 6 License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: -; Registration-_ 126893- Office of Consumer Affairs and Business Reguintion Type: 10 Park Plaza-Suite 5170 Expiration: 8r3l2016 Su PPlement Card Boston,NIA 02116 -run AT unnn c_c cov.ncc � - fHE HOME DEPOT AT HOME SERVICES I ANDREW SWEET / 2690 CUMBERLAND PARKWAY-SAWL 5 ' 3 } i y t'rska tilt .,.� � � a - f f j J1 HOME IMPROVEMENT CONNT€tACT Sold,Fumished and Installed by- PLEASE READ THIS CONTRACT THD At-Home Services,Inc. * d/b/a The Home Depot At-Home Services 908 Boston Turnpike Unit 1,Shrewsbury,MA 1545 Branch Name:•Boston South Date:11/2/2014 Toll Free 8779033768;Fax 8009863610 ME Lic#C 02439 RI Cont.Lic#16427 Branch No: 31 CT Lic#HIC.0565522 NIA Home Improvement 4 Contractor Reg.#126893 Federal ID# 75-2698460 Installation Address: . .•1034 Santuit-Newton Rd COTUIT MA 02635_ City State zip Purchaser(s): Work Phone: Home Phone: Cell Phone: Mr.'Brian Cole (508)428-4793 Mrs.Judith Cole 508 428-4793 Home Address. (If different from Installation Address) City State zip lrmail Address.(to receive project communications and Home Depot updates):cole.brianna comcast.net Marketing emails will not be sent from The Home Depot. Project Information: Undersigned("Customer"),the owners of the.property located at the above installation address,agrees to buy,and THD At-Dome Services,Inc.("The Home Depot")agrees to furnish,deliver and arrange for the installation("Installati on')of all materials described on the below and on the referenced Spec Sheet(s),all of which are incorporated into this Contract by this reference,along with any applicable State Supplement and Payment Summary(where applicable)attached hereto and any Change Orders(collectively,"Contract"): Job#:(Internal Reference) Products: Spec Sheet(s): Project Amount 7881636 oofing 7881.636 $17,743.57 Mmimum 25% Deposit of Contract Amount Total Contract Amount $17,743.57 due upon execution of this contract t Customer agrees that,immediately upon completion.of the work for.each Product,Customer will.execute a Completion Certificate(one for each Product as defined by an individual Spec Sheet)and pay any balance due. As applicable,each Customer under this Contract agrees to be jointly and severally obligated and liable hereunder. The Home Depot reserves the right to issue a Change Order or terminate this Contract or any individual Product(s)included herein,at its discretion,if The Home Depot or its authorized service provider determines that it cannot perform its obligations due to a structural problem with the home,environmental hazards such as mold,asbestos or lead paint,other safety concerns, . pricing errors or because work required to complete the job was not included in the Contract. Payment Summary: The Payment Summary# 7881636 ,included as part of this Contract,sets forth the total Contract amount and payments required for the deposits and final payments by Product(as applicable). 07IM4SA Page 1 of 7 F • Christopher G.Read Customer Sales Consultant License Name. Signature: (877)903-3768 Customer Telephone No. Signature: Sales Consultant License No. (as applicable) CANCELLATION:CUSTOMER MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO THE HOME DEPOT BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING THIS AGREEMENT.THE STATE SUPPLEMENT ATTACHED HERETO CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN CUSTOMER'S STATE .+. Accepted by: Christopher Read(Nov 2,2014, 2 Mr. Brian Cole (Nov 2, 2014, 2:31 PM) ' f g 07MOMSA Page 7 d 7 7 c�TME' Town of Barnstable *Permit# _70z � Expires 6 months from Issue dale s �as,E. Regulatory Services . Fee 4�/,/"' �sr v K►ss Thomas F.Geller,Director a63q. ♦0 i� �FDN�,'`► Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 ._ SEP Offiam 508462.403.8 ?pWN of 2004 Fax 508-790-6230 RESS PERMa APPLICATION.-.. - SIDENTIAIL, NLY. R ` EXP �� - Not Valid without Red X-Press Imprint ap/parcel Number �� / Ly operty Address Residential.. Value of Work v Minimum fee of•$25.00 for work under:$6000.00-- er's Name&Address rKRA& ejo`-� ontractor's Name�e�, W n� 1-•.-Le Telephone Number— - lome Improvement Contractor License#(if applicable) -Z�2 ow >onstruction Supervisor's License#(if applicable) orkman's Compensation Insurance f" Check one: ❑ I t+m a sole proprietor ❑G� I am�he Homeowner ve Worker's Compensation Insurance nsurance Company Name Vorkman's Comp.Policy# `opy of Insurance Compliance Certificate must be on file. 'ermit Request(check box) ❑ Re roof(stripping old shingles) All construction debris will be taken to ❑Re- of(not stripping. Going over existing layers of roof) Reside ❑ Replacement Windows. U-Value (maximum.44) *where repaired: Issuance of this permit does not exempt compliance with other.town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Home Impro t Contractors License is required. zz�>ignature 2Fomu:expmtrg tevise063004 - J �FIKE Toy, Town of Barnstable Regulatory Services S. Thomas F.Geiler,Director s6;p ' Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder L ( ,as Owner of the subject property herebyautho ' to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Signature of Owner Date Print Name Q TO RM&O VJNERP ERM IS S IO N SEP-20-2004 07 : 17 PM HOME. REPAIR. COMPANY 5087751836 P. 01 AGQM- CERTIFICATE OF LIABILITY INSURANCE DATEWDDn'YI IRt DuceR -9112/2004 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Mc8hea Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLD320 West Main street ALTER THIS AFFORDED ES NOT TTHE POLICIESE9ELOW. Hyannis, MA 02601 INSURERS AFFORDING COVERAGE INEuneD Roy Brown Homo Repair INSURERA, 34 Horatio Lane INSURER& Centerville, MA 02632 INSURERC: 508-775-6582 INSURERD COVERAGES INSURER E; THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANOwG ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN RECUCED BY PAID CLAIMS, TV I TYPE OF INSURANCE POUCY NUMBER IVE PI GENERAL LIABILITY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 6 FIRE CAMAOE(Any one flro) 6 CLAIMS MADE ®OCCUR( LIED EXP(Anyone person) 8 in non 71 I MPX34477 05/05/04 05/05/05 PER80NAL&ADV INJURY 1 GEN'L AGbREOATE LIMIT APPLIES PERK GENERAL AGGREGATE $ 0011000 PRO. PRODUCTS•COMP/OP AGO $ POLICY LOC. AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT B (Ee exlpent) ( ALL OWNED AUTOS SCHEDULED AUTOS BODILY IN4URY $ (Per person) HIRED AUTOS NON•OWNEDAUTOS SODILYINJURY S (Per accident) rPROPERTY DAMAGE (Per accldent) S GARAGE LIABILITY AUTO ONLY EA ACCIDENT E ANrAUTO I OTHER THAN EA ACC $ AUTO ONLY; AGO 8 EXCESS LIABILITY EACH OCCURRENCE $ OCCUR U CLAIMS MADE I AGGREGATE $ DEDUCTIBLE RETENTION $ 8 WORKIRS COMPENSATION AND $ EMPLOYERS'LIABILITY L f 886X262-2-0$ 05/31/04 05/31/05 5,L,EACH ACCIDENT a E,L.DISEASE-EA EMPLOYEE s OTHER EA,DISEASE-POLICY LIMIT 8 DESCRIPTION OF OPERATION31LOCATIOMSNlNIOLEVZXCLUS10N3 ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER ADDITIONAL INSURED;INSURER LiTTeR, CANCELLATION SHOULD ANY OF THE ABOVE DESCRISSO POLICIES BE CANCELLED BEFORE THE EXPIRATION Town Of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL JZ_ DAYS WRITTEN Building Department NOTICE TO THE CERTIFICATE MOLDSR NAMED TOtHE LIFT,BUT F&LURETOD000SMALL IMPOSE NO OBLIGATION OR LIABILITY DP ANY KIND UPON THE INSURER,ITS AGENTS OR 111IPRESENTATIYE8, AUTHORIZED REFRESENTA11V! ACORD 25.3(7/07) IS ACORD CORPORATION IB68 ' � Boar o[ m�Regulatio s an Standards HOME IMPROVEMENT CONTRACTOR Registra.— 126560 E - 006 1 1/2 ALBERT ROY B — 3O r pl RCP-RT BROW fy✓ I 34 HORATIO LN \ �, � '^� � . CENTERVILLE,MA 0 Administrator ... ., i. .... ' 5 66 Tr.%to: U425 i R7FC42t x� f R027 068 . P E R M I T [PMT] ACTION [R] CARD [000] KEY 15110 000000001 PERMIT-NO MO YR TYPE VALUE CK-BY MO YR %CMP NEW/DEMO COMMENT LB300441 [10] [86] [AD] A 150001 [AM] [01] [87] [100] [NEW ] [CO ADD'N ] [B26482] [05] [84] [ND] ] [ ] [01] [85] [000] [NEW ] [CO 1 STORY] [B33647] [04] [90] [P ] 145001 [ ] [00] [00] [000] [NEW ] [CO SW. POOL] [B34895] [03] [92] [AD] 30001 [LK] [01] [93] [100] [NEW ] [CO ADD'N ] [B35598] [01] [93] [AD] 120001 [LK] [01] [94] [100] [NEW ] [CO GARAGE ] [ ] [ ] [ ] [ ] ] [ ] [ ] [ ] [ ] [ ] [ J [?] QUERY PERMITS : QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------- 11/20/97 PERMIT NUMBER 15231 PARCEL ID 027 068 1034 SANTUIT-NEWTOWN RO PERMIT TYPE BREMOD RESIDENTIAL ALT/CONV DESCRIPTION ADD FIREPLACE TO RESIDENCE CONTRACTOR PERMIT F7E 25 . 00 VARIANCE STATUS , C COMPLETED CONSTRUCTION TYPE 753 GROUP TYPE 1 APPLICATION 05/17/1996 EXPIRATION VALUATION 5000 . 00 DATE ISSUED 05/17/1996 COMPLETED 06/17/1996 DEPARTMENT-----STATUS---DATE-----DEPARTMENT-----STATUS---DATE---- (N) EXT/ (P) REVIOUS/ (C) ONTRACTORS/ PR (0) PERTY/ (I) NSPECTIONS/ (H) ISTORY/ (F) EES/ (A) RCHITECTS/ (V) IOLATION/ (E) XIT PENTAMATION----------------------------------------------------------- 11/20/97 PERMIT NUMBER 15231 1034 SANTUIT-NEWTOWN ROAD PARCEL ID 027 068 PERMIT TYPE BREMOD CODE CONTRACTOR NAME OWNER PROPERTY OWNER PRESS ESC TO END VIEW [ ] [R027 068 . ] LOC11034 SANTUIT-NEWTOWN RO CTY101 TDS] 200 CT KEY] 15110 ----MAILING ADDRESS------- PCA11011 PCS100 YR100 PARENT] 0 DAY, MICHAEL J & KATHLEEN E MAP] AREA112AC JV] MTG12010 1034 NEWTOWN RD SP1] SP21 SP31 UT11 UT21 . 54 SQ FT] 2772 COTUIT MA 02635 AYB11984 EYB11984 OBS] CONST] 48283 0000 LAND 30900 IMP 104800 OTHER 28100 ----LEGAL DESCRIPTION---- TRUE MKT 163800 REA CLASSIFIED #LAND 1 30, 900 ASD LND 30900 ASD IMP 104800 ASD OTH 28100 #BLDG(S) -CARD-1 1 104, 800 DESCRIPTION TAX YR CURRENT EXEMPT TAXABLE #OTHER FEATURE 1 28, 100 TAX EXEMPT #PL 1034 NEWTOWN RD RESIDENT' L 163800 163800 163800 #DL LOT 19 OPEN SPACE #RR 1425 0124 1022 0112 COMMERCIAL #SR MICHELLE AVENUE INDUSTRIAL EXEMPTIONS SALE] 10/86 PRICE] 1 ORB] 5375/259 AFD] I A LAST ACTIVITY] 07/22/87 PCR] Y R027 068 . A P P R A I S A L D A T A KEY 15110 DAY, MICHAEL J & KATHLEEN E LAND BLD/FEATURES BUILDINGS NUMBER ZN/FL=RF 30, 900 28, 100 104, 800 1 A-COST 163, 800 B-MKT 86, 400 BY 00/ BY ME 1/93 C-INCOME PCA=1011 PCS=00 SIZE= 2772 JUST-VAL 163 , 800 LEV=200 CONST-C 48283 ----COMPARISON TO CONTROL AREA 12AC -- TREND EXCEEDS STANDARD NEIGHBORHOOD 12AC MARSTONS MILLS PARCEL CONTROL AREA TREND STANDARD 101 10 LAND-TYPE 309001 LAND-MEAN +Oo 1638001 69923 IMPROVED-MEAN +500-. 256 ] FRONT-FT ] 100 DEPTH/ACRES TABLE 02 1000-.1 LOCATION-ADJ APPLY-VAL-STAT 1 LNR] LAND LFT/IMP]ADJS/SB/FEAT STR] STRUCTURE ARR] AREA-MEASUREMENTS NOR] NOTES COM] MARKET INC] INCOME PMR] PERMITS GRR] GRAPHIC FUNCTION- [ ] STRUCTURE-CARD NO- [0 0 0] DATA- [ ] XMT [?] } , c=- Parcel`( ()'� A Permit# _ ) Date Issued _ _Fee f 02 0 Engineering Dept.(3rd floor)Quse# 1146 ice; BARNSTABLE. MAS6. d 19 .b,� to Ma+" TOWN OFBARNSTABLE Building Permit Application fiecteet Address '( � Z.4) Village` s Owner Mk Cana el --T --h o-LA Address (y Telephone _ � • ']'� _� Permit Request "b (`en S4-eAJC'+ 0,. Iola," a. QA i m First Floor square feet Second Floor square feet i Estimated Project Cost $ 00 Zoning District Flood Plain Water Protection Lot Size Ib, ap, xe�, Grandfathered ? n0 Zoning Board of Appeals Authorization Recorded Current Use Proposed Use Construction Type Commercial Residential Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure i,l �5, Basement Type: Finished Historic House -h® Unfinished Old King's Highway Number of Baths a No.of Bedrooms Total Room Count(not including baths) First Floor LO Heat Type and Fuel ho�b l b� Central Air no Fireplaces Garage: Detached Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information �6 Name eJ0 t D f\-�. Telephone Number _ Address License# Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE W DA J BUILDING PE IT DENIED FOR THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY WPE MIT NO. ` ATE ISSUED 2 MAP/PARCEL NO. ADDRESS : :t VILLAGE OWNER DATE OF INSPECTION: ' FOUNDATION FRAME ' INSULATION FIREPLACE , ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH .FINAL '- w GAS: ROUGH FINAL - - (FINAL BUILDING ` ' ! DATE CLOSED OUT ASSOCIATION PLAN NO. f s j , TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. DATE JOB LOCATION 1631 Number Street address Section of 'town r "HOMEOWNER" 1� _ 7-2 F3 ` Name Home phone Work phone PRESENT. MAILING ADDRESS City town State Zip code The current exemption for "homeowners" was extended to include owner-ocFcupiE dwellings of six units or less and to allow such homeowners to engage an -in- dividual-for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: fPerson (s)• who owns a parcel of land on which he/she resides or intends to re side, on which there is , or is intended to be, a one to six 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 Offic on a form acge-ptable to the Building Official, that he/she shall be responsi for all such work performed under the building permit. (Section 109. 1. 1) The undersigned "homeowner" assumes responsibility for compliance with the S Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirement: and that he/she will compl with said proc dures and requirements. HOMEOWNER'S SIGNATURE2 �', ' ' APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35, 000 cubic feet, or larger, wi11 be rre iced to comply with State Building Code Section 127. 0, Construction Control.' HOME OWNER'S EXEMPTION The code state that: "Any Home Owner performing work for which a 'building permit is required shall be exempt from the ,provisions of this section (Section 109. 1. 11v; Licensing of Construction Supervisors) ; provided that if Home Owner engages a person (s) for hire to do such work, that such Home Owne shall act as supervisor. " .Many Home Owners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q, Rules and Regulations for .licensing Construction' Supervisors, Section 2. 15) . This lack of awarene often results in serious problems, particularly when the Home Owner hires unlicensed persons. In this case our Board cannot proceed against the inlicensed person as it would with licensed Supervisor. The Home 'bwner acti as supervisor is ultimately responsible. To ensure that the Home Owner is fully aware of his/her responsibilities, ma communities require, as part of the permit application, that the Home. Owner 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 to amend and adopt such a form/certification for use in your community. i t . i F 1 l r t t r i . ; ' - _ TJtc• ComntonN'Callil Of Afassadiusetts Dcpart nent of Jadusvial Accidena . • • OIIIcEallm�s�lAallOds Y �;- ', '•_;'ra' 6011 H-usliinenoon Slreet Barran.Masi OZlll Workers' Compensation lnsuramx.AMdavit In . , P- 1-4�� , -0 I am a homeowner performing all wort:myself• r I am a sole proprietor and have no one working in any capacity 10 Q,l am an empiover providing workers' compensation for my employers working on this job. m "hone fh _ nniit!y� ® 1 am a sole proprietor,general contractor, or homeowner(circle axe)and have hired the contractors listed below wi the following workers' compensation polices: CarrITY.Iny address! •�� ehene�h insurnnee co neiicr# comnanv Tygme., .n nhor a#h s� •' weiin i! .. ;Attach additlZu!zUsheet if t eeesur�; •� + �*•'�"'"'r`",�.*�.—�.. ••.�... :, :...r. ---*-------- •' ---_==`'T' Failure to secure coverage as req ruu red under section 3A of h1GL 15:can tend to the imposition otenmtaal peadtfes of a fine up to$1.500.00 t one years'imprisoameat as�vel1 as civil penalties is the form of a STOP NVORK ORDER and a ilae ofSIDLItl a day against ma l undets- ad copy of this statement m y be forwarded to the()Mee of lavestigat ans of the DL►for eateralte rerilitnetiom 1 do Aerrbt•creel ndrr die pains and pgnaltfes o perja that the iofor>tradom provided abat�c js tare attd corrnt !.� ate Signatum &P Print name c !U (-(Ja ✓'/i14� �S cote# official use only do not write in this area to be completed by city or two OMdal permit/fieeatu 0 ntlnildfog Department city or town: (3U Board Q cheek it immediate response is required QSdeet Deg rtm n 0rleallh Department phone#-, pother Inform:�tion and Instructions •� Massachusetts Gencral Laws chapter 152 scctian 25 requires all employers to provide workers' compensation f employees. As quoted from the "law".an en�pint,cc is dcfined as every person in the service of anathcr under contract of hire. express or implied, oral or written. An empl�i��er is dcfined as an individual• partnership,association. corporation or other :%:g:iI entity• or any two c the foregoing engarcd in a joint enterprise,and including the legal representatives of a deceased employer, or tJ receiver or trustee of an individual , partnership. association or other legal entity. employing employees. Howe owner of a dwelling_ house having not more than three apartments and who resides therein, or the occupant of d d+vclling house of another who employs persons to do maintenance,construction or repair wort:on such d+velli or an the mounds or building appurtenant thereto shall not because of such employment be deemed to be an em ie7GL chapter 1752 section 25 also states that every state or local licensing agency shall withhuld the issuance renewal of a license or permit to operate a business or to construct buildings in the commonwealth for an 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 wart: until acceptable evidence of compliance with the insurance requiremenu of this chi been presented to the contracting authority. i F �lil� .,..• -..^• ••JJ,:.� V�•i:fi:: %•V►•uYi!"•,�n'•.• iC:��•�." Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation supplying company names. address and phone numbers 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 afliJaris Tltf 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 rec to obtain a workers' compensation policy, please call the Department at the number listed below. .. 7.w...a .- ..iwvi:.:7::. .ice. %.jr.q'«.. :.. r 1yw+w`.Gi'�.,.r (k7dj„'�:^" w�itiil•*�• �.• .. . ':iii... • .L.-.w•.ri::�rr•i __ -�M•:-• �.�1t..• �Y•s.: S:• City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bott the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be retu% 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 qui please do not hesitate to give us a call. •The Department's address,teiephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents office of Investigations -• 600 Washington Street Boston,Ma. 02111 The Town of Barnstable 'fig Department of Health Safety and Environmental Services P Building Division 367 Main Street,Hyannis MA 02601 Ralph Crosser Office: 508-790-6=7 Building Commis F= 508-775-3344 For office use only Permit no. ; Date AFFIDAVIT HOME IMPROVEMENT CO TRACT RLAW SUPPLEMENT TO PEMW TION ction,alteratiam renovation.repair,meson,conversion, MGL c. I42A requires that the-reconstruction, ed imptrn+emc�,rmnotal, demolition, or oonsrtuction of as addition to aaq pm-cdsdng����t building containing at least one but not more than four dwelling units or s along with other to such residence or building be done by registered contractors.with certain�ti0M requiremeau. Type of Work . Est Cost s -v � Address of work: 0 3 Oaner.Name: Date of Permit Application: s - 4 I hemkb%certify that: Registration is not required for the following rrason(s): , Work excluded by lane Job under S1.000 Building not ow=4ccupied pwricrFullingownpeanit, Notice is hereby gi♦=that: ONTfLACTORS OWNERS PULLING THEIR OWN PERMIT OR DEALING WITRUNREGIS�ACCESS CON' TO THE FOR APPLICABLE HONE IMPROVEMENT WORK DO NOT HAVE ARBTI'RATION PROGRAM OR GUARANTY FUND UNDER MGL c 142A SIGNED UNDER PENALTIES OF PERNRY I hereby apply for a perm w it as the agent of the oner. 5 ! -q Regisuation No. Date ndactornkne OR 7 Assessor's office(1st Floor): Assessor's map a lot number v 6 a-7 C)(o n . .� SEPVC Sif �O`THE>O` Conservation 1 1�--\�1 — ma. INSTALLED N�fl11 NdU$ �w Board of Health(3rd floor): P �y t 3MU3TULS Sewage Permit number '° � Ewll1® NIENrA S Engineering Department(3rd floor): / j �DE r 9'I°®����w House number L a� -'���1 LA'no S Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only F TOWN ' OF BARNSTABLE BUILDING _INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION _ V2 O 06 ��e ll TO THE INSPECTOR OF BUILDINGS: The undersigned heLq.by ap lies for a p mit according to thefollowing information: Location �+� �i t, -� ( Proposed Use Zoning District Fire District Name of Owner �(� Address d Y l etJ LWJ AN P-A �b td(L Jr Name of Builder JC�t Address Name of Architect Address Number of Rooms , Foundation CX T �>°� Exterior Sk6 e:�3 Roofing f i 5 Floors ``n4 (fk/ Vv�, Interior Heating 1(/D Plumbing Fireplace Approximate Cost Area Diagram of Lot and Building with Dimensions Fee Y 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 Construction Supervisor's License DAY, MICHAEL & KATHLEEN { M No 34895 Permit For BUILD ADDITION Single Family Dwelling Location 1034 Newtown Road Cotuit " •. Owner Michael & Kathleen Day Type of Construction Frame r f ti. Plot_ f! _ Lot - 1 1 Permit Granted March 20 , 19' 92 Date of-Inspection 19 f Date Completed' _19 Is Ms a In •, , i y I- 1 Lt tt l:4L02 l.tl4bUJ I KAU i M , a CLIENT: At.t.ornc.y Nano ('0VEE:•i,-) DEED BOOK 410.2( PAGE 02 O'v0"R :' Karaco Inc_ _ .PLAN BOOK 280 PAGE 25 LOT ` APPLICANT : Michael :tk kdthleen' Day ASSESSORS PLAN PLOT q MORTGAGE I �NSPECT :IO .�! P, L` AN bF LAND 4 , 'I. N r FEBRUARY, 21 , 1985' { • `BARNS± -TAB -lLE ' . • - t .r .. . a _ ten.. SCALE : 1"_ 50ry LOT 1 22 Y ' LOT. 23 i f _. ... 200 ' 00 ' LOT 19 23 Q25±S F BULKH AD r j i ECK Op cz LOT 20 �r, STONE01 ,° N 1 z STORY J . --� r_ ;n; 42, 22' 103= 67 ' ��° 6 TOWN OF BARNSTABLE ,1 BUILDING DEPARTMENT .HOMEOWNER LICENSE EXEMPTION Please print. ------------- �_ DATE JOB LOCATION Number Street Address Section Of ,Town HOMEOWNER l Name 1 Home Phone Work P one PRESENT MAILING ADnRESS' kA 1 ��vt � • Ci131ro, Town . ' Th®`.current exemption for "homeowners" was � ZlP ';Code occun�ed dwellin s of six units or less andetoeaded to include o_er engage an individual for hire who does not possess a license,the owner acts as su erv' llow such homeowners to isor. provided that DEFINITION OF HOMEOWNER: Persons) who owns a parcel of land on which he/she resides reside, -on which there is, or is intended to be dwellin Ides or intends to g, attached or detached structures accessoryoto suchne to luseaa and/or fa structures. A person who constructs more than one home in period shall not be considered a homeowner. farm to the Building Official on a form acceptable to the B a two year that he she shall be res onsible for all Such "homeowner" shall submit that uilding Official. e mit. (Section .109. 1. 1.) such work rformed under the The "undersigned "homeowner" assumes responsibility State Building Code and other .a p ility for compliance with the regulations, applicable codes, by-laws, rules and The undersigned "homeowner" certifies that Barnstable Buildingp the/she understands the Town of requirements De artment minimum inspection procedures and HOMEOWNER'S SIGNATURE -------------- t y � APPROVAL OF BUILDING-OFFICIAL n Notes Threecof�ilyvdwellings 35,000 cubic f required to comply with State Building feet or larger, will, be M: g Code Section 127.0, Construction KISCS I• HOME OWNER'S R 3 EXE MPTION Th6..code states that: . "Any Home Owner performing work for which a building permit is required shall be exempt from the provisions .of this section,- (Section 169.1.1 - Licensing 'of Construction Supervisors) ; provided that' if Hoare Owner engages a persons) for hire to do such work tha t such.Home . ` Owner shall act as supervisor: " Many Home Owners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q, Rules and Regulations for Licensing Construction Supervisors, Section 2.15) . This lack' of awareness often results in serious problems, ) p , particularly when the Home Owner hires unlicensed persons. In this case our Board cannot,proceed, against the unlicensed person as it would- withllcensed supervisor. The. Home Owner`acting as 'supervisor is' ultimatel res on y p sible. To .ensure that the Home Diener is fully aware of his/her responsibilities, many communities require, as part of the permit application, that,.,the Home Owner 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 to amend and adopt such a form/certification for use- in :your community. Y S i Ab A R E A CALCUL All ON fCALj KE Y HMO CARD f li AC11ONfO] PLO!-NOfOOO000Oj SASE f 9061f FWD 120jf 22---* FSF SOO][ 10 FWD 10 J SM jj 9361f I f Jj if ---36- ------------ ---------24------- f ]I if BM 4 4 16----- jfw! 14 14E f it 26 BASE 26 f ji 22 FSF Ir If --------24------- f ii if -----------36------------ f ji if J. f 00016590J XM!f?j ...................... ...... ........ .......... i i t I � 3c i i f i �91 i F I �l SCHERER POOLS INC. i i Rt. 28, Windmill Square Bid. 5-A Marstons Mills, MA 02648 (508) 420-5373 Po�L t� c�v� LS • I�X' 1 T ca YR r`iU n-vv �,^� C S pl- • �'PP�Lo SI�U'�aF(= V�L�E c>� �cT lows �R✓at�l �I�l, C`c)�.��c 0 ►1.1 �_ 4 t.)t'rc . 1.7 r FILE # ('4262 CENSUS TRACT # �= C61ENT: A1At) ncr;• Nan:-y t'c�rrt .i,► DEED BOOK 4102 PAGE 132 OWNER : Kara:o Inc. PLAN—FOR 28O PAGE 25 LOT APPLICANT: M►:•iw►•l e, kot.l l(�(:n Da, ASSESSORS PLAN PLOT Ml0RTGAGE INSPECTION PLAN of LAND I N FEBRUARY 21 , 1985 B A R N S T A B L E SCALE: 1"= 50' LOT 22 Lot 23 200 0 ' LOT 19 BULKHEAD j 23, 925±s , F , ECK 00 .Q LOT 20 STONE ,_ J N 14 STORY J -U .J Ln a \r� 42. 22 ' A 103 . 67 ' S A N T U I T PEE W T 0 W N R 0 A D C e ruit I CERTIFY TO ATTORNEY NANCY CORREIA/ PLYMOUTH SAVINGS BANK AN6 ITS TITLE INSURANCE COMPANY , THAT THERE ARE NO VISIBLE ENCROACHMENTS OR EASEMENTS EXCEPT AS SHOWN AND THAT THIS PLAN WAS PREPARED UNDER MY IMMEDIATE SUPERVISION , THE LOCATION OF THE DWELLING AS SHOWN HEREON IS IN COMPLIANCE WITH THE LOCAL APPLICABLE ZONING BY—LAWS WITH RESPECT TO HORIZONTAL _ DIMENSIONAL REQUIREMENTS , ``H OF Nqf\\ THE DWELLING SH014N HERE DOES NOT FALL WITHIN KEN ETH A SPEC I.AL FLOOD HAZARD ZONE AS DELINEATED FER-'TI!1A ' ON A MAP OF COMMUNITY #250001 DATED 10/1I83 , tJ�• 2171Gj BY THE F . I , A , Land Surveyors Civil Engineers Abe �oston Xana *Iinq (go., �111~ 17Z Willinmt. efn �tbfara, P 02740 GENERAL NOTES: (1) The declarations made above are on the basis of my knowledge, information, and belief as the result of a mortgage plot plan tape survey inspection made to the normal standard of care of registered land surveyors practicing in Massachusetts. (2) Declarations are made to the above named client only as of this date. (3) This plan was not made for rJ'•ordinq purposes, for use in preparing deed descriptions or for con- sthiffiorrs. (4) Verifications of �roT�zrl. tir E a be accomplished I?,u:,l;,l,:'; Ci':,6h'•,:, N'J Ctu r,, rt, llUCd�lr;accomplished only by arr accurale instrument ;urvev.? � � ' • ` v, � '' •�+�IU40t:I+:tiflYS7f a i7i5bi:�t►*hi1Y:.i.ectlfraGx"J6: iyryPaR:;:'i:::�:p�•.. • +C#7CatL1k[fk".1:7;l:vy,J{Yt:f:;�:.it•':yy�,yy �p� .. t c Assessor's office(1st Floor): t7 a-� Q 6 Q/ INSTALLED IN COMPLIANC SEPTIC SYSTEM MIDST BE f "E o Assessor's map and lot number o ro SewageBoard fPermit number : WITH- ENVIRONMENT TITLE s d � „ � CODE A Engineering Department(3rd floor): �JS TOWN REGULATIONS >,�9rsnLL l� 3� riva House number ! °° i6}9. Definitive Plan Approved by Planning Board 19 �� APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION ; Ve r;?-7 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following inffoormation:��l� Location Z-0 �!l e-- C_ i'// d 1;z�v��'�� o Proposed Use / ey Zoning District Fire District. (?i� Name of Owner M�C19/ :L�[— C 7�S/ .r� , �Address A-1 Name of Builder � �_����P.� Address Name of Architect Address Number of Rooms Foundation Exterior Roofing Floors Interior Heating Plumbing Fireplace Approximate Cost �'�` . 4 Area �� Diagram of Lot and Building with Dimensions Fee 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 Construction Supervisor's License 0���SE-• DAY, MICHAEL & "CATHY t .. "` 33647, BUILD SWIMMING No-' Permit For Accessory to Dwelling 1034 Newtown Road !. Location e' '• Vic, '� f Cotuit (Lot 19) f" ' r Owner Michael & Cathy Day Type of'Construction r r ' Plot ,' Lot Permit Granted April 5 -• ;19 9 0 r Date of Inspection ��. -"19 Date Completed �,19 a. COM. l i ji i rr �• M 1- M 0 r E rZ. } � F.,,,,,..?^1_''4,:.eC i"'.�;r'''.pa'."r ?r+.w«:;sv..+�'+ysa+.•s,r,a,+vv--L'rtF-^'rrr+^.,+ +1.R.-..... u..���,ryearmA+rr+wm•—'asr3�WF',ys�-,+ �4T'"°�A"��CR"'T". j.; ....R,;r,,�.dw..—,-....�,...y...�, a ., --' .,. Assessor's office(1 st Floor): Assessor's map and lot number TM6>o Q ij b Board Health(3rd floor): Sewage Permit number DJSl9'AMLL Engineering Department(3rd floor): �Js rua House number 3Z/ °° i639. Definitive Plan Approved by Planning Board 19 �o MIN d APPLICATIONS-PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only Q TOWN OF BARNSTABLE m BUILDING INSPECTOR 4_ APPLICATION FOR PERMIT TO +� TYPE OF CONSTRUCTION 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: / Location f Proposed Use - f Zoning District Fire District ` 1� � •/ Name of Owner � �"j°,f� �',l�T�2G— ( ,�/L!/ ,�i./��Address/0,�� A Name of Builder /5; � . r"�C.��ic' Address,,�7—t1,1- /.R'e/✓� . /mil. �5'C�Zp.� P �1� Name of Architect Address Number of Rooms Foundation Exterior Roofing Floors Interior Heating Plumbing Fireplace Approximate Cost AreaD _ Diagram o g f Lot and Building with Dimensions Fee 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 Construction Supervisor's License DAY, MICHAEL & CIlTHY IN A=027--068 ' BUILD SW TvH%-'!,.NG No 3 3 6 4 7 Permit For POOL Accessory to Dwe-11ina lt)qI7 IVr& Location 1034 Newtown Rd. Cotuit (Lot 19) Owner Michael & Cathy 'Day Type of Construction Plot Lot f . ` / a Permit Granted Apor i 1 5 19 go ` Date of Inspection 19 Date Completed 19 f t PERMIT COMPLETED 1/1//(„ 1� _ Assessor's office(1st Floor): «t�'FX SYSTEM Assessor's map and lot nu ber A auTALLP IN CoM Conservation —� WITH Board of Health(3rd floor): Sewage Permit number �' /✓ ' R®NME NTAL a d° Engineering Department(3rd f oor): ������ House number Definitive Plan Approved by Planning Board t9 . APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TOE/� TYPE OF CONSTRUCTION Q GA TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information Location Proposed Use Zoning District 2,Y Fire District Name of Owner /ry � j�/11 J , Address Name of Builder a Ck 4C U 0 r y/� / Address P �� zQ Name of Architect - Address Number of Rooms Foundation Exterior Roofing Floors Interior 4er2,1'Jz2hr ii�/� Heating G £i Plumbing _/7Z Fireplace �L'' Approximate Cost el UD r Area Diagram of Lot and Building with Dimensions Fee 0.1 M/cg(LL- 1 4AJ, 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 e Construction Supervisor's License O/Ul� DAY, MIKE & CATHY No 35598 Permit For BUILD GARAGE 1-10 _ Accessory to Dwelling i Location 1034 Newtown Road ; Cotuit x . r Owner Mike & Cathy Day ! T;Oe of Construction Frame ' Plot Lot < �' Permit Granted January 6 , 19,9 3 {. r r' Date_ of Inspection 19" Date Completed 19 r r! a a + - r 40 4Assessor's essor's offioe (1st floor):map and lot number .. ..7.....::rd of Health (3rd floor): G�wage Permit number _..... ...... .. . 9TODLE, ineering Department (3rd floor): _ Housenumber ........................................................................ APPLICATIONS PROCESSED 8:30;9:30 A.M. and 1:00-2:00, P.M. only. TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO .....AOD.... �/ - R.O..Q.t'�"I..................... .............................................. TYPEOF CONSTRUCTION ..................................................................................................................................... •................./.jo. ./�.........19..Q..(o TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: 3 /�/E GU 4�.1/it/ D C U�v/ �14 S 5 Location......./...0......y .................................................................. .............................................................................................. Proposed 'Use ....... /�viN6...R0a/y.,f...e'j.Mil�t/Qd0/Lf dE/d.............................................................................. Zoning District .....!QGS..........................................................Fire District ....0 ................................................................. Name of Owner /GI►•tffl Oifp lrii_-My...PLty..:..Address .....�0.3 ....Ivew U.�N..�p:........................... .......................................... Name of Builder �'f>!.N..�-..8a(,vpi✓...........................Address Name of Architect ..024/+;leA..... e e ..................Address ..eeo/-,e ,4411 �.., MCI S 9 ..................................... Number of Rooms ....................�3... ...........Foundation ....0 e.:�....h.t...............................:.................. Exterior ........Al'wa.I..........................................................Roofing ............................................................. Floors .........�o0b... ?Y0....C.agop9.f............................Interior ..... .k( C rL .....................:.............:......... Heating 0<< . fr� qh t/•QC-f-,Q/G g NO/V� .................................. .........Plumbin .................................................................................. Fireplace ..........�.�dl�-��......................................... ........Approximate Cost .... ,�, .S A..7?:?1................................................ Definitive Plan Approved by Planning Board ________________________________19-------- , Area ��D . . .. . Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH 70 S �r( ID S� o A M I -- V AlecAJTO6U! L OCCUPANCFIFERMITS 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 .. ...... ......................... ;hlsk"ctioAuperoor svLicense ...1/l y.. ��........... DAY,,, M--"C-,q:,kE 11 & KATHY No 0044... Permit for ...ADDITION ... ....... ...................... SirlC7:1,0 'L'L . Family Dwe !--Ig ................................................. Location .....1034.. ...Roa.d....................... . . .. ... . .......... ...... . Cotuit ............................................... ................................ Owner AMichae" & Kathy Day ..................6�............................................. Type of Construction .....Frame..................................... ............................................................................... Plot ............................ Lot ................................ Permit Granted .......Ocl:ober J6..........19- 86 . .................. Date of ..... Inspection-�7—/r—.F17.... 19 Date Completed ...... ...............4.19 Cv in 0 M M rj f Assessor's offioe (1st floor): _o if Assessor's map-and lot number'......... Board of Health (3rd floor): ' `J Sewage Permit number .....,..... ..r... .... .� ..... t 339H19T4DLE, Engineering Department--(3rd floor):, t , " t �o rasa House number . ............. ........... .. ..a... o ib3a \0� , o�aY a• APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:0,0-'P.M. only - _ 1 ' TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..... P�....D•!/1flNr6 �tf�O/'Y! D .... .......................................................... TYPE OF CONSTRUCTION G TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: 3� NEu/ro�cJN Rp Cofv/.A lq,?65 Location ....'../..,.a. ..... ....................................... ................................................................................................................................. w Proposed -Use .......�/N/N6 R00/! . ...`AM/ BOON/ AE/✓..................................................... Res- Co fy/t ZoningDistrict ........................................................................Fire District .........;.................................................................... Name of Owner . /cl eal Gtip /<a�ti / ,Day/ �0 3'1 Nt'ula�r.UjV Address .....................................................�............................ �o y n/ C B o u/p E/✓ 2 ,Ca s�� L/t/ adSTwvs lei,:// Name of Builder s...................................................................Address .................�1.}!l......�..,f„2,.:................................. s Name of Architect ..Ph..a(z.kA...... Q/1�Ne ..................Address ..C��fl PY/ .. .. GS. ............................... Number of Rooms . .° .......... aS.df.:..Fou 'dation C n.................... L,. .. .. - .................................................... Exterior ........141i. .. ...........................................................Roofing .`�,��...�.. ..................................................... . .... Floors ........N010...u.No.....C.a e?.ff ............................Interior ..... . �L.k...................................,.......... Heating 0/L...`y. .:gk1,0 C/�C ..c....................Plumbing ....NO/Veo .............................................................................. y Fireplace .......... ......A Approximate Cost .... .......................................j...,. .....:............................... pp ..................................... Definitive Plan Approved by.Planning Board --------------------------------19-------- . Area .......... .. .................. Diagram of Lot and Build ng ith Dimensions Fee SUBJECT TO APPROVAL OFIBOARD OF HEALTH Se p1-1 C 3 r5 0(f o mill e / ------------ S A/euJIfoWN R U l 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 o ................................... ........................ ConstrJction Supervisors License ..�✓/.al. .1............. •l �R DAY, MICHAEL & KATHY A=027-068 No .... Permit for ......ADDITION ......................... .........S.ingjq.. Family Dwelling................ Location ....jQaA..Ngwt.own...Road....................... ...................QP:Wit............................................... Owner ...Michael....... ..&...Ka.t.hyj?gy.................... Type of Construction ......F.r.amp......................... ............................................................................... Plot ............................ Lot ................................ Permit Granted ......Q.r,.t.Qj?.e.r..j.6.............19 86 Date of Inspection ....................................19 Date Completed ......................................19 19�7 { dT TOWN. BARNSTABLE•' permit No. __ '4$ i a.Un. . Building Inspector ,*-' Cash iPCCU:PANCYr PERMIT� . -Bond -$`- ---/Zz1 Issued to JCS a(Oo IrIC. Address Fgt 19, 1034 e;ant�ait Wiring Inspector al ` �/ 4 In spection'date �ir Ste" -PlumbingInspector! 'lam ?- Ins action date • ice , P v ' Gas Inspector �ti - v Inspection'date . • artment l / pection date4? r,ay AEngineering Dep :Board of Health n,.ry _r :� Inspection date ''/v 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. £' x Building,'Inspector . =lac, ; ILI s TEA �� 16 0 its `' �" • , '".vim ,C� dpw , t�4 , rTHAT THE FwrIDATION: $HOWN WES NOT VIOLATE ANYMaMG THE WN OF G R�Y9ls�T1ON C91=L -� �S�kasj ; �U h,t Fjpt�'-�a�. �F�`�` F:t SH OF R • 9' � � �Mi j f!4 WALTE yG� v OLDHAM 3 7 O �NO SURD y�� L �I Py O/ ? �p��,� ;: ,';Assessor's map and lot number....... . �'°`�mSYSTE � MSST E d�QyofTHETo�♦� Sewage Permit number .. ...r... .................... 1115D IN COMPLIANCE • 7 OVITH '5 B DZ 9flB9 AE. i House number. .............. ::.................................... : �!T E- ro MA8 039. qrAIL MAI TOWN. OF B QNSTABLE BUILDING IHS'PECTOR APPLICATION. C�C7J1 S� 1�- FOR +PERMIT TO .............. .. �'' . `. ................................... TYPEOF CONSTRUCTION ........... ................................................................................................ ..............::. ................:,93 ' TO THE INSPECTOR OF BUILDINGS: The undersigned ,hereby applies for �apermit according't''o•••atFie following�atX3 Location ....... Ir ,....`l`-...... 11� ....... ........ ..... ................. Proposed Use ..... t. �, .. � ���.`.`.� ". 1 'e �:...:.................. .......................................................:... Zoning District ..... .. . ... C; ........Fire District .....` 4�.................................................. 1 • Name of Owner ... j ..::..................... —Address ...U�. !+� � U!..... . �,��� I�...V"W� � Nameof Builder ....•................. �I�`- ..••...:...............Address ...................... .,........ ._.............................................. Name of Architect �..: '.Address` ��" :. .: ..... ' . Q , I_ Number of Rooms .......... .:...:......... ..................... ........Foundation .... c,� ? ......... \...••. ' Exierior ' .......f'�''C.:.:.��4"` .!� „.:............. ....:Roofing .......•��, ����.1��. ........................................... Floors ...................:....:.Interior ..... ........................................... Heating ... , .. .......C;,L. .:..................................:.......Plumbing .. ?r4, "` ..... .C:.....:......................I......... Fireplace ........ ....................................:...:.Approximate. Cost ......... .....!GYJC�..:.. ....../........... ..... Definitive Plan Approved by (Planning Board ___________________ ------ _______. Area ......... .... ............ Diagram,of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH 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. Namei Construction Supervisor's License ...G�.�. �.(.�.......... I1 KA OD INC. No 26A. . Permit for .............. .......... is s ..F ji ly..P.WelliAg.................... Location .fit.]9,. ...].Q34lAhwtA . ��_.. ..__....,Santuit......................... Owner Karacou. .Tac............................................ A _41, 1 , Type`of Construction ......Frame.............. Plot .`? .........:............ Lot_................................ .'j `• t rmit:Granted .......`A.....:19 84 • a 4 Date f, Inspection ............. ..... -�... ..19. t .M kv � . Date Completed .......!� .......... .... 5 -....19 b -0. y' 47 SFr ' r � at � n •. • � -• �fy � rrii� fir; t '~� � .. �_ 4 Assessor's map and lot number +� .............. ..I...... F t O THE Sewage Permit number /.......... .. .......... ........... Q r Z BAB34TABLE. i House number. ................................ ��.-3. T...:...... .... .. y rasa �ps�1639. 9� 'EB OR TOWN OF .BARN.$TARLE; BUILDING INSPECTOR APPLICATION FOR PERMIT TO t:... - - ...:. Y?! :.............................................:. ., ................. ....... TYPE OF CONSTRUCTION � !�� !` .. . TO THE INSPECTOR 'OF BUILDINGS: The undersigned hereby applies for a permit according to the following informat',n: Location L`. �..... .�J��!.,;'... ................ ........hi,/7................. Proposed Use ... .... .............................. ............................ ... .. Zoning District:...:.......... ..........................................Fire District Name of Oer .. .............:..............Address ... �1( ,; y, •,,,{ �ll :i t�a�:` ;,� �1?,�1 :)..'�...... � Name of Builder ...,...................Address Name of Architect ....V &. 4�.:.Address e- RKS I C.l. p..:. Number of Rooms ............... ......Foundation ..... C } Exterior ........ ..:... ` 'C .............................:...Roofing ....:` .. 11..t,. .. Floors .........................,..:.........:...........Interior .;... ?-C. ?C .............. ......................... .............. Heating � .., ' .............................................. .. g ......................................................... e g Fireplace .......[,l�ca' ray r h� Approximate Cost ..............r"�! ..:.f.: :.:.:.::. :. " Definitive Plan Approved by. Planning.Board ________________________________19--------. Area .......................................... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH W� 22� d OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS , r I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. e ............................ .. ..............................-,, Construction Supervisor's License "' ✓ KARACD, INC. A:--27-68 No 26482..... Permit for ....QW..aWrY............. Single-Faidly-Welling........................ Location Lot-.19......1Q34..NeW.tzM..R0aa...... ..................catut................................................ Owner .. Inc........................................ Type of Construction Frame.............................. ................................................................................ Plot ............................ Lot ................................ Permit Gran+ed ... May 23. ...................19 84 .................. Date of Inspection ....................................19 Date Completed .......................................19 ev ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING P01 POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET ' PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 STRUCTURAL VIEWS UPLIFT LICENSE GENERAL NOTES P�6 THREE INECDIAGRAMS GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION X Cutsheets Attached ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. � MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Boston Edison) CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: J B-0 2 62324 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT USED FOR THE COLS, JUDY COLS RESIDENCE Eric Patten �\�,;SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'��� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1034 SANTUIT—NEWTOWN RD 5.98 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (23) TRINA SOLAR # TSM-260PD05.18 PAGE NAME: SHEET: REV: DATE: Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE5000A—USOOOSNR2 508 246-2303 COVER SHEET PV 1 12/10/2015 (888)—SOL-CITY(765-2489) wwwsolaraltyx PITCH: 45 ARRAY PITCH:45 MP1 AZIMUTH: 12.0 ARRAY AZIMUTH: 120 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 45 ARRAY PITCH:45 MP2 AZIMUTH: 120 ARRAY AZIMUTH: 120 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 35 ARRAY PITCH:35 MP3 AZIMUTH:210 ARRAY AZIMUTH:210 _MATERIAL: Comp Shingle _STORY: 2 Stories PITCH: 40 ARRAY PITCH:40 MP4 AZIMUTH:210 ARRAY AZIMUTH:210 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 45 ARRAY PITCH:45 MP5 AZIMUTH:210 ARRAY AZIMUTH: 210 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 45 ARRAY PITCH:45 MP6 AZIMUTH: 120 ARRAY AZIMUTH: 120 O MATERIAL: Comp Shingle STORY: 1 Story AC MP3 PITCH: 12 ARRAY PITCH:12 ® MP7T AZIMUTH: 120 ARRAY AZIMUTH: 120 MATERIAL: Comp Shingle STORY: 2 Stories Front Of House Inv F LEGEND (E) UTILITY METER & WARNING LABEL P91 INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS DC DC DISCONNECT & WARNING LABELS MP4 AC DC © AC DISCONNECT & WARNING LABELS Q DC JUNCTION/COMBINER BOX &.LABELS I Tl $ Q DISTRIBUTION PANEL & LABELS STAMPED-& SIGN,ED FOR Dc F—1LOAD CENTER & WARNING LABELS LC EEI STRUCTURAL ONLY O DEDICATED PV SYSTEM METER STANDOFF LOCATIONS ,A OF CONDUIT RUN ON EXTERIOR -- CONDUIT RUN ON INTERIOR GATE/FENCE Mpee�� �q�g3 . Digitally Signed by Marcus Hann 0 HEAT PRODUCING VENTS ARE RED Lij KANN Date: 2015.12.11 10:02:34 -05 00• MP5 J INTERIOR EQUIPMENT IS DASHED q A Wa es , � (E)oK,SAY SITE PLAN Scale: 3/32" = 1' �L .1034 Santuit—Newtown Rd 01, 10' 21' CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2.6 2 3 2 4 00 PREMISE OWNER: DESCRIPTION: DESIGN; CONTAINED SHALL NOT BE USED FOR THE COLE, JUDY COLE RESIDENCE Eric Patten SO�afC�t BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 1034 SANTUIT—NEWTOWN RD 5.98 KW PV ARRAY ��� PART TO OTHERS OUTSIDE THE RECIPIENTSORG MODULES- COTUIT MA 02635 THE�SALE nAND USE F ON. EXCEPT ITHE RESPECTIVE N CONNEC71ON 7H 23 TRINA SOLAR TSM-260PD05.18 24 St. Martin Dome, MABui 01g 2 unit n SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ( ) SHEET: REV DATE Marlborough,MA 50) r INVERTER: PAGE NAME: T. (650)638-1026 f: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE5000A—USOOOSNR2 5O8 246-2303 SITE PLAN PV 2 12/10/2015 (BBB)—SOL—CITY(765-2489) www.solarcitycom S1 OF AV, 5TA'MP,ED3&-SIGNED FOR SRucT RAL ONLY K N sl r(ELBW ,�,.� �-, � � 4 SIDE VIEW OF M P3 NTs - - - (E) LBW MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES SIDE VIEW OF MP5 " NTs E. LANDSCAPE 64 2411 STAGGERED` s! . MPS X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES,; PORTRAIT 48'. 17„ LANDSCAPE 64" 24" . STAGGERED ' ROOF AZI 210 PITCH 35 < RAFTER 2X8 @ 16. OC STORIES. 2 PORTRAY 48" 17 ARRAY AZI 210 PITCH 35 RAFTER 2X8 @ 16'.OC ROOF AZI 210 PITCH 45 STORIES:'2 - _ - ARRAY AZI' 210' PITCH 45 'p Comp'Shingle Comp Shingle . , (,E) 2x4 Sl V i :- (E) 4x6 of 48 O.C. 5' 6» 01 .. (E) LBW (E) LBW s SID VIEW OF MP6 NTS D SIDE VIEW OF MP4 NTs F a - - IN Y- ER NOTES MP 6 X SPACING X-CANTILEVER Y SPAC G CANTILEV O S MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES „ „ „ LANDSCAPE 64 24 STAGGERED. LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 19" PORTRAIT 48" 17" ROOF AZI 210 PITCH 40 RAFTER 2X8 @ 16 OC AZI 120 PITCH 45 STORIES: 1 . RAFTER 2x8.@ 16 OC STORIES: 2 ARRAY AZI 120 PITCH 45 ARRAY AZI 210 PITCH 40 C,), 2X8 @ 16" OC Comp Shingle C.]. 4x6 @48" OC Comp Shingle r CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0262324 00 PREMISE OWNER: DESCRIPTION: DESIGN: . CONTAINED SHALL NOT E USED FOR THE GOLF, JUDY COLE' RESIDENCE' Eric Patten '��,SO�afC�t�/. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1034 SANTUIT-NEWTOWN RD 5.98- KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODu�s COTUIT MA 02635 r!( THEORGASALE AND SEE OF INPT CONNECTION RESPECTIVE�TM (23) TRINA SOLAR # TSM-260PD05.18 24 St. Martin Drive, Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV DATE Marlborough,MA 50) PERMISSION OF SOLARCITY INC. INVERTER: 5O8 246-2303 PV 3 12 10 2015 T1752 : (sso)638-1028 F: (65D)638-1029 SOLAREDGE SE5000A—USOOOSNR2 STRUCTURAL VIEWS (888)-SDL-CITY(7e5-2489) www.8oiaraxycom, S 1Nyk a , � 9 er: � e� MARCUS KAHN 8 -9 \=c ,' isT � L 4 6 ' (E) LBW n C"— . . SIDE VIEW OF MP7 NITS G STAMPED'& SIGNED FOR STRUCTURAL ONLY MP7 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 6411 2411 STAGGERED PORTRAIT 4811 1811 RAFTER 2X8 @ 16" OC ROOF AZI 120 PITCH 12 STORIES: 2 ARRAY AZI 120 PITCH 12 Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE GRADE COMPACTED BACKFILL ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. 4 (2) SEAL PILOT HOLE WITH 8" 6 � > UNDISTURBED SOIL O POLYURETHANE SEALANT. o lli ZEP COMP MOUNT C W - 1111 -- �•�a� 11 ZEP FLASHING C (3) (3) INSERT FLASHING. N ! RED WARNING TAPE (E) COMP. SHINGLE (4) PLACE MOUNT. 1 " W/ TRACE WIRE (1) N (E) ROOF DECKING U (2) INSTALL LAG BOLT WITH APPROVED BACKFILL 5/16" DIA STAINLESS (5) (5) SEALING WASHER. A`3" 3'* STEEL LAG BOLT. LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT- WITH SCHEDULE 40 PVC WITH SEALING WASHER a(6) BOLT & WASHERS. CONDUIT 2-1/2" EMBED, MIN) TRENCH DETAIL ( T1 (E) RAFTER STANDOFF Scale: 3/4"=1'-0" i Scale: 1 1/2" = 1' J B-0 2 6 2 3 2 4 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: — .l,SOIarCIt CONTAINED SHALL NOT BE USED FOR THE COLS, JUDY COLE RESIDENCE Eric Patten �; a " BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �•az y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1034 SANTUIT NEWTOWN RD" 5.98 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES:- COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Building 2.Unit 11 THE SALE AND USE OF THE RESPECTIVE (23) TRINA SOLAR # TSM-260PD05.18 �: DATE Marlborough,MA 01752 7) SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T.. (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. INVERTER: SOLAREDGE SE5000A-USOOOSNR2 508 246-2303 STRUCTURAL VIEWS PV 4 12/10/2015 (868��L—CITY(765-2489) www.sdarcitycom UPLIFT CALCULATIONS } o %1 , s E a r wa. y • r .. t • SEE 'SEPARATE 'PACKET FOR. STRUCTURAL CALCULATIONS. r a , x CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: JB-0262324 00 PREMISE OWNER:. DESCRIPTION: DESIGN: COLE RESIDENCE Eric Patten. CONTAINED SHALL NOT BE USED FOR THE _ COLEY JUDY � BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MWNTING SYSTEM .,,�Ohr�' NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C - 1034 SANTUIT-CNEWTOWN RD 5..98 KW PV ARRAY �►�.'�s// y PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES CO 1T U I IT M A 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH r t�+ THE SALE AND USE OF THE RESPECTIVE (23) TRINA SOLAR # TSM-260PD05.18 y 24 St. Martin Orive,'Bu9ding 2 Unit 11' 52, SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEER REV. DATE T., (650)638-1028 Marlborough,F:A(617 638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE5000A-USOOOSNR2 508 246-2303 UPLIFT CALCULATIONS PV 5 12/10/2015 (BBB)-SOL-CITY(765-2489) :i".WarcItycom = GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:LC240PC Inv 1: DC Ungrounded INV 1 -(1 )SOLAREDGE #SE5000A-USOOOSNR? LABEL: A -e3)TRINA SOLAR ## TSM-260PDO5.18 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:2244958 Tie-In: Supply Side Connection Inverter; 5000W, 240V, 97.57o; w Unifed Disco and ZB,RGM,AFCI PV Module; 26OW, 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 �E 200A MAIN SERVICE PANEL SolarClty E3 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 CUTLER-HAMMER Disconnect jDC+ B (1 )Conduit Kit- 3/4' EMT 1 200A/2P 6 5 SOLAREDGE - nr+ MP3, MP4 and C 30A 5L5000A-USOOOSNR2 - -_ e ------ MP6:-1x12 z40 -1---- ----------- ----------- ----- A L1 12 N A 3 A 2 (E) LOADS GND _____________-___________-___________ _ EGG DCr DC+ MP4, MP5and GEC N DG DC MP7: 1x11 r----J GND EGC--- -- ----- - - ------- ----- EGC ---tJ " i SQUARE D SQUARE Disconnect (1 )Conduit Kit; DisconnectD 3/4 EMT c EGGGEC_ z � � 1 1 2' SCH. 40 PVC 1 1 IN 20' LONG TRENCH 1 GEc_r-� TO 120/240V SINGLE PHASE UTILITY SERVICE I 1 PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc = MAX VOC AT MIN TEMP POI (2 pd Roo C (1 )CUTLER-HAMMER #DG222NRB /t♦C A (2 ISQUARE D #HU361RB Pv 93)SOLAREDGE�300-2NA4AZS DC 5/I x 8, per Disconnect- 60A, 240Vac Fusible, NEMA 3R /y Disconnect; 30A, 600V, NEMA 3R PowerBox ptlmizer, 30OW, H4, DC to DC, ZEP - 1 TLER- A(AMER B DG100NB -(2)LSCO IPC 4 0-#6 ( K Insulation Piercing Connector; Main 4/0-4, Tap 6-14 Ground d 60-100A General Duty(DG) nd (')AWG#6, Solid Bare Copper -(2)FERRAZ SHAMUT#k632 SCSUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE Fuse Reducer 39A Fuse for 60A Clip, 250V -(1)SolarCit 4 STRING JUNCTION BOX (1)Ground Rod; 5/8' x 8'. Copper AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. -(1 )CUTLER-HAMMER #DS16FK B 2x2 s>rRl�cs uNFusED,GROUNDED (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL Class R Fuse Kit -(2 Euse. SHAWMUT#TR30R PV eacKFEED OCP ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF E ELECTRODE Fuse; 30A, 25OV, Class RK5 ( ) 6 1 AWG #6, THWN-2, Black 1 )AWG#10, THWN-2, Black �� 1 )AWG /10, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG#10, PV Ere, 60OV, Block Voc* =500 VDC Isc =15 ADC O cn�(1 )AWG #6, THWN-2, Red O IsH(1 )AWG#10, THWN-2, Red O LPL(1 )AWG#10, THWN-2, Red Vmp =350 VDC Imp=8.8 ADC O (1 )AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=8.07 ADC (1 )AWG #6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=21 AAC ICI (1 AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=21 AAC I�L(1 �4WG#10, THWN-2,.Green, . EGC• . . -(1 )Conduit.Kit;.3/4' EMT . . . . . . . . . . . . . . . . . .(1 kgno4it Kit;_3/4'.EMT. . . . . . . . . . , . . . . . . . . . . . . . . . . . -.(1 )AWG #6,•Solid Bare.Copper_ GEC. . . (1 X onduft.Klt;•3/4'.EMT. . . . . . . . . . . . . • . • . 0)W6#8,,TH.WN-2,.Green . . EGC/GEC• (1 X onduit.Kit;..3/4'.EMT. . . . . . . • • , (1 )AWG#10, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG 910, PV Wore, 60OV, Black Voc* =500 VDC Isc =15 ADC ®k F-(1 )AWG#10, THWN-2, Red Vmp =350 VDC Imp=8.07 ADC O (1 k(1 )AWG #6, Solid Bare Copper EGC Vmp 350 VDC Imp=8.8 ADC . . . . . . .(1 )AWG#10, TIiWN-2,,Green EGC. , , -(1 )Conduit.Kit;.3/4'.EMT. . _ _ . , • , . , . . _. . . . . _ onduit Kit; 3/4' EMT CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 2 3 2 4 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE COLE, JUDY COLE RESIDENCE Eric Patten �' ,,So�arCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: W'.0 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1034 SANTUIT-NEWTOWN RD.,. 5.98 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MooDLEs COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (23) TRINA SOLAR # TSM-260PDO5.18 SHEET: REV: DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T: (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE5000A-USOOOSNR2 508 246-2303 THREE LINE DIAGRAM PV 6 12/10/2015 (888)-SOL-Cm(765-2489) www.solarcity.com = WARNING:PHOTOVOLTAIC POWER SOURCE • • • .• • • .• • • WARNING WARNING • ELECTRIC SHOCK HAZARD • ELECTRIC SHOCK HAZARD • • 1 DO NOT TOUCH TERMINALS • 1 THE DC CONDUCTORS OF THIS • 1 .•- • • TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE • LOAD SIDES MAY BE ENERGIZED UNGROUNDED AND DISCONNECT PHOTOVOLTAIC DC ••_ IN THE OPEN POSITION MAY BE ENERGIZED •• . - .•- • • PHOTOVOLTAIC POINT OF •• INTERCONNECTION A MAXIMUM POWER WARNING: ELECTRIC SHOCK •• POINT CURRENT(Imp)_ ..- HAZARD. DO NOT TOUCH ••1 ••1 MAXIMUM POWER-®V .•1 TERMINALS.TERMINALS ON POINT VOLTAGE(Vmp) BOTH THE LINE AND LOAD SIDE MAXIMUM SYSTEM®V MAY BE ENERGIZED IN THE OPEN VOLTAGE(Voc) SHORT-CIRCUIT_ POSITION. FOR SERVICE CURRENT(Isc) A DE-ENERGIZE BOTH SOURCE AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC ® A OPERATING CURRENT MAXIMUM AC .•- • • OPERATING VOLTAGE V WARNING ' ELECTRIC SHOCK HAZARD ••1 IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED .•- • • CONDUCTORS MAY BE CAUTION - UNGROUNDED AND ENERGIZED DUAL POWER SOURCE ••- SECOND SOURCE IS ••1 •, PHOTOVOLTAIC SYSTEM WARNING ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS '•1 CAUTION •' TERMINALS ON BOTH LINE AND - ••- LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM ••1 • IN THE OPEN POSITION CIRCUIT IS BACKFED DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT WARNING •• INVERTER OUTPUT -' • - • CONNECTION '•1 PHOTOVOLTAIC AC DO NOT RELOCATE ' • _ DISCONNECT ••'" THISODEVCERRENT • • MAXIMUM AC A ' •• _ OPERATING CURRENT = • • MAXIMUM AC OPERATING VOLTAGE V ••1 - _ _ • 1 • • 1 1 • i San Mateo,CA 94402 1 1 1 ,,r 1• • 1 1 •1 1' • 1 7' 1 11 •• 1 •_ 1 •• 1 •• ,. I 1 1 1 1 7 • 1 1 • ® ' ® Next-Level PV Mounting Technology ��SOIafClty ZepSolar Next-Level PV Mounting Technology ^SOIafClty Zep Solar 9 Zep System Components for composition shingle roofs " Leveling Foot Up-roof Ground Zep rntertock d 'y�•ee stownl LeveOng fool Part No.d to U 467 • ._._ ETL listed to UL 467 '•-` Zep Compatible PV Module '< N Zep Groove —= - Roof Attachment Army sk8f -- _ Comp Mount - .•,.::: . Part No.850-1382 Listed to UL 2582 Mounting Block Listed to UL 2703 "oMpAT' e�,n Description PV mounting solution for composition shingle roofs '.;a rFAO� Comm Works with all Zep Compatible Modules °NPO Auto bonding UL-listed hardware creates structural and electrical bond • Zep System has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as"Type 1"or"Type 2" �L LISTED Specifications Ground Zep V2 DC Wire Clip Specifications Part No.850-1388 Part No.850-1511 Part No.850-1448 Listed to UL 2703 Listed to UL 467 and UL 2703 Listed to UL 1565 • Designed for pitched roofs • Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and 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 • Attachment method UL listed to UL 2582 for Wind Driven Rain Array Skirt,Grip, End Caps Part Nos.850-0113,850-1421, 850-1460,850-1467 zepsolar.com zepsolar.com Listed to UL 1565 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for - This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each producL The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com, responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM 4 r ^. A r ti -•a • 4 i "' , t ^ • :- - ..n •. r �- � .. a- $o a�'=* @ Solar—=9 %:�_ SolarEdge'Power Optimizer. :�1, Module Add On for North America ,,, 1. - ".. * " • - ^ SolarEdge Power Optimizer e _ 'P300 " P350`. .,0400 , t` ;• ^. r Module Add-On For North America (for 60 cell PV for 72-cell PV (for 96 cell Pv. a: f .' -' ,;,;_ - .p. •+ - „ ' modules). - modules) modules) _ , �P •.• '. , f INPUT 300 / P350 / P400 Rated 1 npu[DC Power'1 W < •� • • 300 '350 .. ..... 400 ....... .... y ' - R , � .�•:_ ,'' { - Absolute Maximum Input Voltage(Voc at low est•temperature) 48. 60 -80' .MPPT Operating Range 8 48 8 60 .S 80 Vdc - ' :,� ' '. Maximum Short Circuit Current(Isc) SO , Adc e - . ,;' p •.•. - - •' A - - Maximum DC Input Current 125- Adc :c s r _. '' , Maxlmum Efficiency 995 .. , :,'. "'• .. . Weighted Efficiency........ ... ................................................ . ....... 98.8........... ... - -. .. ' Overvoltage Category - ....1I ' ••'"• OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) :. .i Maximu Maximum Output Voltage ..... .... ............... ......... .. ....60.................... Vdc.... r. �! : ,. •ti OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 - .-Vdc •' . f STANDARD COMPLIANCE: • (,�_w"`�•> ,.,e i EMC - FCC.Part15 Class B,IEC61000-6-2,IEC61000-6 3............. '....... .. .... .................................................. . n _ IEC62... 1(class II safety),UL1741 �>. �'a ..• :. � *� ROHS� Yes., " ,, • '� _ `INSTALLATION SPECIFICATIONS - - •. .. 4' :. ..y •` ,�, Maximum Allowed System Voltage - - - 1000 - Vdc •, ' „ Oimensions(WxLx H) 141x 214x40.5./5.55x8.34...1S9 ••• .mm/in ,r I, Weight(inc uding cables) - 950/2.1 - . gr/Ib - •: '�... ":'�' ". - ^ ' .. .. .. '•-.. +' .-.Out P.u.t..W......ir..e....r..Y...?.a./C.on.n.ec-tor...... _ " MC4%Amphenol/Tyco .. ........... ... • , ...Double Insulated;Am heno.l.... 9 Output 0 . . .. - .. -7 '" '- ` .Operating Temperature Range 40' +85/-40 +185- C/ F - ... •t g - +'r' - _ Protection Rating t . - IP65/NEMA4 - _ _ .. - Relative Humidity .......... ...... .....0 .300...... ..... - ,..... .....%'.... -..� ..,,9 � , -' - - � • .;-, Pated SrC Powe W F -d le Module Pf uP co.S%P 1-_<P aI1PwM � � � , � ' •-',. , _. _ - .- x - }PV SYSTEM DESIGN USING A SOLAREDGE .THREE PHASE THREE PHASE - t=- . q..q_ ,p.., __: ,. .. ,If - SINGLE PHASE "x. •. _ - - - •• INVERTER 208V 480V t -� PV power optimization at the module-level Minimum String Length(Power Optimizers) 8 30 18 , ,.; , Maximum String Length(Power Optimizers).. .;.25 25'... r, 50 t, #�•. ,.. — Up to 25%more energy - :.. a. ..............:........................ .... :.... ... , - - ,� .Maximum Power per String -5250 6000 12750 W ' — Superior efficiency(99.5%) - - s.. ................................... ....... ... ........ .... .. ... .... .. t ` - - - - Parallel Strings of Different Lengths or Orientations Yes - .t • — .. I shading f, : . : ....... ....................._ ..... ,. _ . . Mitigates all types of module mismatch losses,from manufacturing tolerance4o parts s ad g � •�'.: + � - - -c"�" ....... .............. 1' "":' - -. � . — Flexible system design for maximum space utilization " — Fast installation with a single bolt - t, i` —"�•°— I Next generation maintenance with module-level monitoring 1 — Module-level voltage shutdown for installer and firefighter safety - y USA - GERMANY ITALY FRANCE r JAPAN - CHINA - ISRAEL AUSTRALIA www.SOlaredge.US . ,S 4 > - _ THE Trinamount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC unit:mm Peak Power watts-PMAx(Wp) 245 250 1 255 j 260 941 Tinnamount Power Output Tolerance-PMAx(%) 0-+3 Maximum Power Voltage-VMP(V) 29.9 1 30.3 1 30.5 30.6 T I HE eoz t Maximum Power Current-Impp IV) 37.8 38.0 38.1 8.50 38.2 NAMEPurE �+ Open Circuit Voltage-Voc(V) 37.8 t 38.0 1 38.1 ( 38.2 STAWNG NOLE I Short Circuit Current-Isc(A) 8.75 8.79 - 8.88 9.00 I Module Efficiency qm(%) ' 15.0 15.3 I 15.6 ` 15.9 M O D U E 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/m'according to EN 60904-I. 0fill to c ELECTRICAL DATA @ NOCT 6 0 CELL Maximum Power-PMAx(Wp) ' 182 4 186 i 190 � 193 Maximum Power Voltage-VMr(V) 27.6 28.0 28.1 28.3 Maximum Power Current-IMPP(A) 6.59 ( -6.65 6.74 6.84 MULTICRYSTALLINE MODULE o-eaa-UNnlNC- A A i I oxAiN NOLE ti Open Circuit Voltage(V)-Voc(VJ 35.1 35.2 35.3 35.4 I WITH TRINAMOUNT FRAME short Circuit Current(A)-isc(A) j 7.07 7.10 7.17 7.27 NOCT:Irradiance at 800 W/m',Ambient Temperature 20-C.Wind Speed 1 m/s. 245-260W ._ Pool.,$ B,2 BD Back View POWER OUTPUT RANGE MECHANICAL DATA . Solar cells !Muiticrystalline 156 x 156 mm(6 inches) Fast and simple to install through drop in mounting solution i Cell orientation 60 cells(6 x 10) j Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) - - 15.97 Weight ht 21.3 kg(47.0IDS) MAXIMUM EFFICIENCY Glass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass A-A Backsheet White Good aesthetics for residential applications Frame j Black Anodized Aluminium Alloy with Trinamount Groove �. I-V CURVES OF PV MODULE(245W) ?J-Box IP 65 or IP 67 rated - 0~+3% � �-�- - � � r Cables I Photovoltaic Technology cable 4.0 mm'(0.006 inches'), , 10.- �1200 mm(47.2 inches) POWER OUTPUT GUARANTEE am 8 ,Fire Rating Type 2 m 800W/m? = Highly reliable due to stringent quality control • Over 30 in-house tests(UV,TC,HE and many more) Z 5.W As a leading global manufacturers • In-house testing goes well beyond certification requirements L j a.m TEMPERATURE RATINGS ..t MAXIMUM RATINGS of next generation photovoltaic _/ 3m 200W/m=- Nominai Operating Cell Operational Temperature -40-+85°C products,we believe close - 2m Temperature(NOCT) '44-C(+_2'C) - cooperation with our partners : ( I .Maximum System ,00OV DC(IEC) D40 Temperature Coefficient of PMAx -0.41%/'C i Voltage 1000V DC(UL) .. is critical to success. With local o.m to.- tom 30� bo.m r - presence around the globe,Trina is voeage(vJ Temperature Coefficient of Voc -0.32%/'C Max Series Fuse Rating 15A able to provide exceptional service - Temperature Coefficient of Isc 0.05%/'C ' to each customer in each market Certified to withstand challenging environmental _ _ _ _ and supplement our innovative, 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 10 year Product Workmanship Warranty to building strategic,mutually 125 year Linear Power warranty beneficial collaboration with installers,developers,distributors (Please refer to product warranty for details) al and other partners as the - backbone of our shared success in - CERTIFICATION nl driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY PACKAGING CONFIGURATION m 10 Year Product Warranty•25 Year Linear Power Warranty `, a SAus Modules per box:26 pieces w Trina Solar Limited www.trinasolar.com al � I 'Modules per 40'container:728 pieces F ;,l00% ir1 r 3 AdditionL ✓aloe rIa EU-28 WEEE COMPLIANT d 9o% _ rir Trlgo Solor's line p Of Warraflllr • CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. Qr'OMPA)k 2014 Trina Solar a ® Limited.All rights reserved.Specifications included in this datasheet are subject to Trinasolar 80% ' _- Trinasolar changewithoutnotice. - - - - - Smart Energy Together Years 5 10 15 20 25 Smart Energy Together p°ontPnte ■Trina standard M Indus!I y standard - THE 'Trtnamount MODULE y TSM-PDO5.18 Mono Multi Solutions DIMENSIONS OF•PV MODULE ELECTRICAL DATA @ STC - Peak Power Watts-PMAx W e 250 •255 260 265 941 I. .. Power Output Tolerance-PMxx %` 0- 3 - _ • Maximum Power Voltage-VMP(V) #. 30.3 30.5 ! 30.6 l 30.8 ,. MO unt Maximum Power Current-IMVP(AI 8.27 8.37 8.50THE eox _ _ '( NnMEPure c Open Circuit Voltage-Voc(V) ,. 38.0 38.1 I 38.2 I 38.3 Short Circuit Current-lsc(A) 8.79 8.88 9.00 9.10 . - . .. wsrnuwc NOEE _t ' a I Module Efficiency 0m(%) 'i 15.3 -15.6 .. r. 15.9. _ 16.2 -. ® .: 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-I.' _ - ( ELECTRICAL DATA @ NOCT .. - p - Wp)- f " 0 I. Maximum Power Volt ge-V ( ) 18. 8.1 193 . - C 197 l. F CELL Maximum Power Volta a-VMP V 28.0 28.1 28.3 28.4 �. ' MULTICRYSTALLINE MODULE 4.3 WounDING HOLE Maximum Power Current-IMPv(A) 6.65 6.74 6.84 6.93 ze P D05.18 - _ A A )Open Circuit Voltage(VI-Voc IV) 35.2 - 35.3 35.4 35.5 -„ r:onnin note WITH TRINAMOUNT FRAME t = short Circuit Current(A)-Isc(A) 7.10 TT 7.17 `` 7.27 7.35 ' - - NOCT:Irradionceat 800 w/m';Ambient Temperature 20°C,Wind Speed l m/s. - - • 250-265W . . , B,2 , ,so • _ Back view MECHANICAL DATA POWER OUTPUT RANGE Solar cells Multicrystalline 156 x 156 min(6 inches) x Fast and simple to install through drop in mounting solution Cell orientation 60 cells(6 x 10) U)"k Module dimensions 1650 x 992 x 40 min(64:95 x 39.05 x 1.57 inches) a , .Weight 19.6 kg(43.12 lbs)•z� - Glass .�3.2 min(0.13 inches),High Transmission,AR Coated Tempered Glass - MAXIMUM EFFICIENCY , j Backsheet White I'. q_q Frame - Black Anodized Aluminium Alloy I Good aesthetics for residential applications I]-Box ti IP 65 or IP 67 rated 0�V �� Cables Photovoltaic Technology cable 4.0 mm2(0.006 inches21, i _ � 1200 min(47.2 inches) POSITIVE POWER TOLERANCE r I - - ^ 1-V CURVES OF PV MODULE(260W) i Connector H4 Amphenol ` o00 - i _ - re.oa taoow m' a Type 3 Type 2 for Solar City - _. Fir j UL 170 Highly reliable due to strip en# ualit control ' _ 9 Y 9 4 Y a.oa , I f • Over 30 in-house tests(UV,TC,HE and many more) aT. As a leading global manufacturer ® In-house testing goes well beyond certification requirements = s.00 oaaw m= TEMPERATURE RATINGS s- -MAXIMUM RATINGS r ' of next generation photovoltaic - w PID resistant E Nominal Operating Cell Operational Temperature -40- 85°C ' products,we believe close g �4a°c(±2°c) temperature(NOCT) Cooperation With our partners - � - � '; o.m - Maximum System 1000V DC(IEC) _ ( is critical t0 SUCC2S5. With IOCOI - - - - s.aa" Temperature Coefficient of P- -0.41%/°C Voltage 1000V DC(UL) - .- presence around the globe,Trina i5 "` 'w _ - - ::- Temperature Coefficient of Voc �'-0.32%/°C Max Series fuse Rating. ,I.1SA � - able to provide exceptional service �-- °0° t ' R a m 2a zo 4o w t Temperature Coefficient of Isc 0.05%/°C� - - to each customer in each market �, Certified to withstand challenging environmental -. ,. .-....._. ,.,_.,� _ � _ ' and supplement our innovative, COndIt10r1S a °Ia••M ��> r' reliable products with the backing • 2400 Pa wind load of Trina as a strong,bankable • 5400 Pa snow load WARRANTY partner. We are committed o year Product workmanship warranty to building strategic,mutually CERTIFICATION beneficial collaboration with [2s year Linear Power warranty _ installers,developers,distributors e VL is $p (Please refer to product warranty for details) and other partners as the �TE0 ` °5 ' backbone of our shared success in u driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY L=_I PACKAGING CONFIGURATION o EU-28 WEEE . COMPawNi Modules per box:26 pieces w 10 Year Product Warranty•25 Year Linear Power Warranty p p Trina Solar limited i www.trinasolar.com - : - l Modules per 40'container:728 pieces U ;loovc Adtli g ftanal volue 0 90� i r haM Tfjna Sa1Qrs 11f1eq'Warrarrl�r - t • CAUTION:READ SAFETY AND JNSTALLATIONINSTRUCTIONS BEFORE USING THE PRODUCT. QaoMPgrr - t • y 02015 Trina Solar Limited.All rights reserved.Specifications included in this datasheet are subject to TP,nasolar d 8o% ' . T�rinasolar change without notice. Smart Energy Together rears s 10 1s 20 zs Smart Energy Together "<oaOV p kv MTrinastandard industrystandard `y t solar Single Phase Inverters for North America solar OIar=@@ • • • SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE7600A-US/SE10000A-US/SE11400A US SE3000A-US SE380OA-US I SE5000A-US SE6000A-US I SE760OA-US I SE10000A-US I SE1140OA-US - OUTPUT 9980 @ 208V SolarEdge Single Phase Inverters • Nominal AC Power Output 3000 3800 5000 6000 7600 10000•e240V• 11400 VA 5400 @ 208V 10800 @ 208V Max AC Power Output 3300 4150 6000 8350 12000 VA For North America - ......... ........ ...... ...... ... ......... 5450240V......... ... .... .. 10950.@ 240y. ............. AC Output Voltage Min.Nom:Max 41 183-208-229 Vac SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ COu....tVolt....Min.No .Ma.... ................ ................................................ .................................. ............................. AC Output Voltage Min:Nom:Max.('( . SE760OA-US/SE1000OA-US/SE1140OA-US 211-24o-264Vac ......................................... ................ ................................................ .................................. ............................. AC Frequency Min..Nom:Max.ltl 59,3.60-60.5(with HI country setting 57-60-605) Hz .................. ............... 24 @ 208V 48 @ 208V Max Continuous Output Current 12.5 I 16 I 21.@ 240V••I...•..25 32 475 A ..42 @ 2 ....... GFDI Threshold 1 A ........................................... ............................................................................................. ....................................... - r� Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes - i INPUT er 0 50 13500 15350 W r �pv te,'�. Maximum DC Power(STC) 4050 5300 6750 8100 1 2 Transformer-less,Un rounded Yes '`•m 2y sk ........................................... ................................................ .... .... ....................................................... .... ... .. qq ..... .. .. ..... "' """'•"ft 1L y!� Max.Input Voltage 500 Vdc 1? Veacs ........................................._............................................................. ......I...................... c WanaOty�:v Nom.DC Input Voltage 325 @ 208V/350 @ 240V ........... Current(2) Adc.... �1.►� ,•p . .�a1.240V.. ..� Max.Input Short Circuit Current 45 Adc - Reverse-Polarity Protection .Yes - Ground fault I solation Detection 600ka Sensitivity_,•,....••_,,....•.............. ....... ... ... . . 9 .. ... Maximum Inverter Efficiency 97.7 98.2 98.3 983 98 98 98 % ... .. .................................... ................I... .........I..98.Q.MW..I................ ......................... ....... 97.5 @ 208V 97 @ 208V . .�.., • _— -(. CEC Weighted Efficiency 97.5 98 97 5 97�5 97S @ 240V.. 97.5 % Nighttime Power Consumption <2.5 <4 W T ADDITIONAL FEATURES +■ I � Supported Communication Interfaces .�•••••,.•„••,•,•..••,.......•.......RS485,RS232,Ethernet,ZigBee(optional) , ,� ,� Revenue Grade Data,AN51C12.1 Optionap'( •.••,.••.•......... .. ..•,••.• ....... ..._...._ ........................................... .................... ...... ........ ... ....... d Rapid Shutdown—NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed(4) 'STANDARD COMPLIANCE _ r Safet UL1741 UL16998 UL1998 CSA 22 2 Grid Connection Standards IEEE1547 .. rid Connection on Sta .... . ..... ... ............................ ............... ' ! Emissions FCC part15 class B INSTALLATION SPECIFICATIONS N • It output conduit size/AWG range B/4 minimum/16 6 AWG 3/4 minimum/8 3 AWG {1 ........................................... .................... ........ . .. .... ' DC input conduit size/p of strings/ 3/4"minimum/1-2 strings/ 3/4"minimum/1-2 strings/16-6 AWG ............................. .......................................................... ........ ..... ............. AWG............. In...... 30 5 x 12 5 x 10.5/ ..... - e - - Dimensions with Safety Switch / - 30.5x12.5x7.2/775x315x184 , ..�HxWxD)........... 775 x 315 x 260.............mm.... ..................... ....................................:......................................................... p Weight with Safety Switch 51,2/23.2 I 54.7/24.7 88 4/40 1 Ib/kg _ .................................:. ............... ....................... .................................................. .. .. t - Natural ' convection - . Cooling Natural Convection and internal Fans(user replaceable) - fan(user The best choice for SolarEdge enabled systems repiageaple),•,.•;,••• ' ................................... Noise <25 <50 .. dBA .............. ........................... ................................................................... .................................................... ......... Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Min.-Max.Operating Temperature -13 to+140/-25 to+60(-40 to+60 version available"') •F/'C Superior efficiency(98%) Rang?................................... ..................................................................................................................................... Protection Rating NEMA 3R Small,lightweight and easy to install on provided bracket (1)For other regional settings please contact sola.Eagesuppon. (U A higher current source may be used;the inverter will limit its input current to the values stated. Built-In module-level monitoring - Mlievenue grade inverter P/N:SE—A-USOOONNR2(for 760OW inverter.SE7600A-US0021NIN112). (4)Rapid shutdown kit P/N:SE1000-RSD-Sl. — .Internet connection through Ethernet or Wireless (')-40 ersion P/N:SExxxxA-USOOONNU4(for7600W'nvent—SE7600A-US002NNU4). Outdoor and indoor installation l •-•� _ �__� ___._.._. _ ,.. �. . �._ .. _ _ .. _.�_ _.... �_ .,__ -.� .. r.. _. _ ._-" - .� _ , 1 Ma Fixed voltage inverter,DC/AC conversion only - Pre-assembled Safety Switch for faster installation y t — Optional—revenue grade data,ANSI C12.1 sunsf RoHS USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us F Q Sola,Edge Technologies:Inc.All rights resell.led.SOLAREDGE.the SolirEdge logo.OPTIMIZED BY SOLAREDGE 1are of thol, Date: r L . __ - 4 r • � 1, t1t! Aides* &7iov nam eA ,-I C-0- 1. k S. FTO . 1 .,. .. a .:_^ � _ .._ ,.... .. ---•'+• — t. ,F I 00.4 i 1a, t ,. . 006Y Q r ,d/ 4� Ov a , J - ♦E w .. e t