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Permit Fee - I I V- ZO Date Definitive Plan Approved by Planning Board Historic - OKH f e5 Preservation / Hyannis Project Street Address 1'1 D "br►V Village 12)aT-r\s-4 bl�. Owner \4� k-&, 6e Address 1'l b RAN br r�s .�lr 1.1 W-- Telephone rl''1 `l. qq 4. 33'3 3 Permit Request ir Sb1&r r rcls on rtrocc ex r5'k-tn shut. e‘ w cox( lots, 1 p�i). .b 11 c-A ('C �( G1-. cS �et r�1 L b\,1 P�. tr1 ))cs Y> - be, ini-�CD YWCA-ea co , \ NAMP pAcc,A - CS\ 1s1� � 1`n. $` i K N/ cAS Square feet: 1st floor: existing — proposed — 2nd floor: existing proposed — Total new — Zoning District R 1 Flood Plain — Groundwater Overlay Project Valuation V 4, Obo Construction Type ,3 Lot Size Grandfathered: If yes, attach supporting documentation. Dwelling Type: Single Family NI Two Family ❑ Multi-Family (# units) Age of Existing Structure 362 Historic House: ❑Yes ® No On Old King's Highway: ®Yes ❑ No Basement Type: ❑F —❑-Crawl la-^ ke t U Oth - J/t 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: rV/4 Central Air: -9- [I4 C-1- ie- Fir„pl -E- +, ,g--If/A-Nev — E Dctasl ed garage: ❑ cxicting irkC w size_Pool: ef✓/A- Barn: 0-existir ry -Eh iew Size �✓ - Attached garage: ❑ existing ❑/new size _Shed: ❑ existing ❑ new size _ Other: 'I Zoning Board of Appeals Authorization ❑ Appeal # — Recorded ❑ - Commercial ❑Yes ,r8l No If yes, site plan review# Current Use Pst x1. a,‘ Proposed Use /VD (',hc rr r >�., rri APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Ct o.t t( Sb� � Corp. Telephone Number • %)..IL• 7'-g Address 9IT�I ck6111h S t-c� License # CS ( 61 (a.(9.� dorwt.,1,1 ICI i1 CaD(9 I Home Improvement Contractor# /CSSIIa Email 14M mu_F 12_e SnIc re-11-11 . Corn& Worker's Compensation # WA'nob is(4 1,5 oaL f ALL CONSTRUCTION DEBRIS RESULTING .&FROM THIS PROJECT WILL BE TAKEN TO a ( n F5f-r_r c R r t SIGNATURE DATE Al arch �3l c)-o 15 C d' FOR OFFICIAL USE ONLY APPLICATION# - DATE ISSUED MAP/PARCEL NO. • ADDRESS VILLAGE S - OWNER DATE OF INSPECTION: „ FOUNDATION • FRAME 1 n INSULATION VI FIREPLACE • ELECTRICAL: ROUGH FINAL L PLUMBING: ROUGH FINAL • - GAS: • ROUGH FINAL c FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. DocuSign Envelope ID:7A48C072-345A-4E65-B39B-EE9ABDDE4B0C „ Power Purchase Agreement s -Here are the key terms of your SolarCity Power Purchase Agreement Date: 1/12/2015 SO ,fM 12 . 5O ;Oyars System installation cost. 2 Electricity rate per kWh Agreement term , Our Promises to You _ l I • We insure, maintain,and repair the System(including the inverter)at no additional cost to you,'as specified in the agreement. • We provide 24/7 web-enabled monitoring at no additional cost to you,as specified in the agreement:. y I • We warranty your roof against leaks and restore your roof at the end of the agreement,as specified in the agreement. • The rate you pay for electricity,exclusive of taxes,will never increase by more than 2.90%per year. • The pricing in this PPA is valid for 30 days after 1/12/2015. f n q m • We are confident that we deliver`ezcellent value`and customer service. As a result, you are free to cancel anytime at I no charge prior to construction on your hone L Estimated First Year Production 7,133 kWh a Customer's Name & Service Address Exactly as it appears on the utility bill Customer Name and Address Customer Name Installation Location Kyle K Handel 170 Palomino Dr 170 Palomino Dr Barnstable, MA 02630 Barnstable, MA 02630 Options for System purchase and transfer: Options at the end of the 20 year term: • If you move,you may transfer this agreement to the purchaser of your • SolarCity will remove the System at no cost to you. Home,as specified in the agreement. • You can upgrade to a new System with the latest solar • At certain times,as specified in the agreement,you may purchase the technology under a new contract. System. • You may purchase the System from SolarCity for its fair • These options apply during the 20 year term of our agreement and not market value as specified in the agreement. beyond that term. • You may renew this agreement for up to ten(10)years in two(2)five(5)year increments. • 3055 CLEARVIEW WAY, SAN MATEO, CA 94402 888.SOL.CITY 1888.765.2489 I SOLARCITY.COM MA HIC 168572/EL-1136MR Document Generated on 1/12/2015 1461 500010 • L P DocuSign Envelope ID:7A48C072-345A-4E65-B39B-EE9ABDDE4B0C 22. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in their YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR TO entirety and I acknowledge that I have received a complete copy of this MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE Power Purchase Agreement. YOU SIGN THIS CONTRACT. SEE EXHIBIT 1,THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Name: Kyle K Handel EXPLANATION OF THIS RIGHT. e—Docusigned by: 23. ADDITIONAL RIGHTS TO CANCEL.. Signature: \--trdIJU, 313 ,t.. IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 22,YOU MAY ALSO CANCEL Date: L 1/12/2015_ THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 24. Pricing The pricing in this PPA is valid for 30 days after 1/12/2015. If you Customer's Name: don't sign this PPA and return it to us on or prior to 30 days after 1/12/2015, SolarCity reserves the right to reject this PPA unless Signature: you agree to our then current pricing. Date: • = ;SolarCity. Power Purchase Agreement SoLARCITY APPROVED • Signature: LYNDON RIME, CEO (PPA) Power Purchase Agreement A lc Date: 1/12/2015 i I • El rs El a Solar Power Purchase Agreement version 8.2.0 • 500010 8 1144. ❑ Van . R. taititY OWNER AUTHORIZATION 4.Job ID: C-777 -C J ' j1 Location: 8oNJ541h • k I l P 4-&(k dP_ t as Owner of the subject property y hereby authorize SolarCity Corp—HIC 168572/ MA Lie 1136 MR to act on my behalf, in all matters relative to work authorized by this building permit application and signed contract. Signa of Owner: D te: Version#42.2 ttSoIarCity • rya �, ��. � 01/22/2015 G R'ST 9)•• Ne January 22, 2015 e I p ON —r, A Project/Job # 026777 is RE: CERTIFICATION LETTER tt p z � VD CIVIL Project: Handel Residence a 1 170 Palomino 02630 ' Barnstable, MA 02630 TEMPORARY PERMIT To Whom It May Concern, MASSACHUSETTS 2014-113-PE A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes = MA Res. Code, 8th Edition,ASCE 7-05, and 2005 NDS - Risk Category = II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf - MP1: Roof DL = 10 psf, Roof LL/SL = 21 psf(Non-PV Areas), Roof LL/SL = 12.9 psf(PV Areas) - MP2: Roof DL = 10 psf, Roof LL/SL = 21 psf(Non-PV Areas), Roof LL/SL = 12.9 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19138 < 0.4g and Seismic Design Category(SDC) =B < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from - PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res. Code, 8th Edition. Please contact me with any questions or concerns regarding this project. Sincerely, Nick Gordon, P.E. Professional Engineer Digitally signed by Nick Gordon Main: 888.765.2489 Date:2015.01.22 16:00:56 email: ngordon@solarcity.com 08'00' 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 888104,00 EC 8041.CT HOC 0632778.DC HIG 71101488.DC HIS 71101488,HI GT•29770.MA HIC 168572,MD MHIC 128948,NJ 13VI.108160800. OR GCS 180498,PA 077343,TX TOLR 27006,WA GCL:SOLARC'91907.0 2013 SolarClty.All rights reserved. 01.22.2015 . 1 SolarCit PV System Structural Version#42.2 YDesign Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Handel Residence AHJ: Barnstable Job Number: 026777 Building Code: MA Res. Code, 8th Edition Customer Name: Handel, Kyle Based On:: IRC 2009/IBC 2009 Address: 170 Palomino Dr ASCE Code: ASCE 7-05 City/State: Barnstable, MA Risk Category:; II Zip Code 02630 Upgrades Req'd? No Latitude/ Longitude: 41.689128 -70.294356 Stamp Req'd? Yes SC Office: South Shore PV Designer: Pete Aldermeshian I Calculations: James H. Childs, P.E. EOR: Nick Gordon, P.E. Certification Letter 1 Project Information, Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19138 < 0.4g and Seismic Design Category(SDC) = B < D 1 2-MILE VICINITY MAP • 1 may, 4. '� ' r ' ! -.... .►w W 1. - .• fir'. , : - 7- SI % Syr,..40 I II. ii i 10 4 w - j r . • _,,' _ s• . A ar . . / '__.. t 4 s. Grand _ -_ Army of the Republic HwY -- 4 VW, _'----4 ---..-••�,. _ - .. . _. --4. - I v Di•�GlweMassG S Commonwealth of Mass- usetts EOEA USDA Farm Se . . senc 170 Palomino Dr, Barnstable, MA 02630 Latitude: 41.689128, Longitude: -70.294356, Exposure Category: C STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1 Member Properties Summary MP1 Horizontal Member Spans Rafter Properties Overhang 0.66 ft Actual W 1.50" Roof System Properties Span 1 - 4 '4 '12.65'ft" Actual D 5.50" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof °' Span`3 A` 8.25 in.^2 Re-Roof No Span 4 SX 7.56 in.^3 Plywood Sheathing Yes` = `rv'" r Span 5' `" IX 20.80 in.^4 Board Sheathing None Total Span 13.31 ft TL Defl'n Limit 120 Vaulted Ceiling k No PV 1°Start 0.67 ft Wood Species M _ SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 13.83 ft Wood Grade #2 Rafter Slope 30°` 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 At Supports PV 3 End Eri„ 510000 psi Member Loading Summary Roof Pitch 7/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.0 psf x 1.15 11.5 psf 11.5 psf PV Dead Load - r PV-DL '' '" 3.0 psf x 1.15 `` '`" "' 3.5 psf Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow Load LL/SL1'2& 30.0 psf - x 0.7 x 0.43, 21.0 psf 12.9 psf Total Load(Governing LC) TL 32.5 psf 27.9 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(Is)py; Ce=Ct=Is=1.0; Member Design Summary(per NDS) Governing Load Comb CD CL(+) CL(-) • CF " Cr D+ S 1.15 1.00 0.50 1.3 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR. Shear Stress 40 psi 0.7 ft. 155 psi 0.26 Bending (+)Stress 1171 psi 7.0 ft.' 1504 psi w ,(Governs) Bending (-) Stress -20 psi 0.7 ft. -756 psi 0.03 Total Load Deflection 0.97 in. j. L/180 7.0 ft. - .1.46 in.] L/120s A <: {,0.67.E LOAD ITEMIZATION - MP1 7 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight(psf).4 _ - w a - " '^ "O.5 psf PV System Weight(psf) 3.0 psf Roof Dead Load Material Load Roof Category Description MP1 Existing Roofin Material ' ' ' 4 `' `R` 7' '0 t. ". - v' Comp Roof. ' -- e € ( 2 Layers) SA_psf. Re Roof No Underlaynient _ tt Roofing'Paper - 0.5 psf_ Plywood Sheathing Yes 1.5 psf Board Sheathing .a None ,., r --y--- Rafter Size and Spacing 2 x 6 @ 16 in. O.C. 1.7 psf Vaulted Ceiling _" e_ .; ,. . 0` + W. g ,g. ^ q , P V No may,. k. -o, _ Miscellaneous - Miscellaneous Items 1.3 psf Total Roof Dead Load 10 psf(MP1) 10.0 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load I-0 20.0 psf Table 4-1 Member Tributa Area • At. a'0 .0 , .0 < 200 sf r. - 1 r Roof Slope 7/12 -,. 9 ,.- . - , u .> 9 . . ,, ,,,, ,, ,, : ,: ,- : ,. Section 4.9-- Tributary`Area Reduction� � � � � �- ,9 ,-Ri � 1 , Sloped Roof Reduction R2 0.85 _ Section 4.9 Reduced Roof,Live'Load ` . ' ' " `'''Li' - ' * ' ` '° L.= '(R1)p(R2) ' ,. - 0 „ '° , - Equation 4-2 Reduced Roof Live Load Lr 17 psf(MP1) 17.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load Pg 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? - , . , ,. ... .,. _ ., 43. _: ,Yes ra 'z Effective Roof Slope 30° _x .-- --:._- -, - - . Horiz. Distance from Eveto Ridge W "' ' '" 15.4 ft - Snow Importance Factor Is 1.0 Table 1.5-2 _ �. .; - ' Partially Exposed' e ,; .` , ' , ' " Snow Exposure Factor .. &. A. , _ a1- . 1 _ , ,,, . , , w e m . - � 0 � d Tabl 7.2 3 w Snow Thermal Factor C All structures except i ss indicated otherwise Table 7-3 Minimum Flat Roof Snow{Load.(w/" r p — s � ,6 '�" ° , L ° , pf min` , - :f e x , ' : 21.0 psf .. �_ � e , w 7.3.4&7.10 Rain-on:Snow,,Surcharge) ,{ e , A. , . ,; _ r. , ., <. _ , . Flat Roof Snow Load Pf pf= 0.7 (Ce) (Ct) (I) pg; pf >_ pf-min Eq: 7.3-1 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding Roof CS-roof All Othel OSurfaces Figure 7-2 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pf ASCE Eq: 7.4-1 Surrounding Roof Ps-roof 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules Cs_Pv Unobstructed Slippery Surfaces Figure 7-2 0.6 Design Snow Load Over PV Ps-pv= (CS-p")Pf ASCE Eq: 7.4-1 Modules Ps p" 13.0 psf 43% i [CALCULATION OF DESIGN WIND LOADS MPi , - " Mounting Plane Information Roofing Material Comp Roof PV System Type _ „ SolarCity SleekMountT"' _ _ _ .. - . , ,, . _ Spanning Vents No Standoff(Attachment Hardware) 4 7 " ' ` ` .a Comp Mount TVpe C - Roof Slope 30°_ Rafter S. acin , _ , r 4 n 4 Framing Type/Direction Y-Y Rafters Purlin;Spacing X-X Purlins_Only, _,„ , 4 k 44, t L NA 4, 4- 4 r# = ' e° ' Tile Reveal - Tile Roofs Only NA Tile Attachment System Tile Roofs Only ., _ Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 " Partial) Fu� II�Enclosed M hod' ' "Wind Design,Method P + = Basic Wind Speed V 110 mph Fig. 6-1 - Exposure Category ,:: ;�r.. . t: : ,'' Section 6.5.6.3 :w C Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h'� ._ _ .15ft 4 ¢u..,4 m o Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor - - Ka 1T -- „ / 4 ' ' '1.00 ? ' 4 ' Section 6.5.7 P _ Wind Directionality Factor Kd_ 0.85 Table 6-4 Importance Factor ._ I 4 ,, 4 - t 4. ' '''4 '1:0'' 1' u _ '° 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(Up) GC, Cum -0.95 Fig.6-11B/C/D-14A/B I Ext. Pressure Coefficient(Down) GC,(Down) 0.88 Fig.6 11B/C/D 14A/B Design Wind Pressure p p = qh (GCp) Equation 6-22 Wind Pressure Up N„pm -21.3 psf Wind Pressure Down P down) 19.6 psf ALLOWABLE STANDOFF SPACINGS . u X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24 _ , ,; ,NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area` "° ' ` 4Trib ° '', ' '" ' - "' " '' 17 sf PV Assembly Dead Load W-PV 3 psf I Net Wind.Uplift at Standoff ,. .7-actual r. , 'I. 4 F * -# t-339 Ibs: = '" '',' 4,. `4 "_ ''' Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity .DCR 4 I , .4. *;67.7% 0. 4 4 '4 -4 . . _ X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever M. - Portrait ' ,. 'J,,,,. T -r '° 4-- 19"~ ' ' - ' ' ' NA Standoff Configuration Portrait Staggered Max_Standoff Tributary-Area _ Tr b.-. 'tg. , 22 sf , In 4, - - 4_ ` t - PV Assembly Dead Load W-PV 3 psf Net_WindUplift at Standoff Tactual m >427 lbs a : ry , 4 Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity - ' 'DCR ` ` ' ' 85.5% .: ,. STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Properties Overhang 0.66 ft Actual W 1.50" Roof System Properties ' Span 1 t'° 8.47 ft 4 Actual D q, 4 5.50" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material' `* "g Comp Roof t °Span 3 v _ ; A c 8.25 in.^2 Re-Roof No Span 4 Sx 7.56 in.^3 Plywood Sheathing 44 'Yes Span 5 1, _ 4,w Ix . , _ 20.80 in.^4 Board Sheathing None Total Span 9.13 ft TL Defl'n Limit 120 Vaulted Ceiling 4° -4 - ... No .-PV 1 Start . w 2.42 ft w Wood Species„ SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 9.00 ft Wood Grade #2 Rafter Slope n ;;. z,. ., .,30° ., .PV 2 Start .. . Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing_;. . = A $.. x , .:Full s. PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading Summary Roof Pitch 7/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.0 psf x 1.15 11.5 psf 11.5 psf PV Dead Load . 4, M PV-DL, �, , 3.0 psf x 1.15_ 3.5 psf Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow,.Loadti :: .e : A ,LL/SL1'Z 30.0 psf_ x 0.7 1,x 0.43 _ 21.0 psf 12.9 psf Total Load(Governing LC) TL 32.5 psf 27.9 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(Is)Pg; Ce=Ct=Is=1.0; Member Design Summary(per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr D+ S 1.15 1.00 0.71 1.3 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 29 psi 0.7 ft. 155 psi 0.19 Bending (+)Stress 527 psi Tr 4.9 ft. 1504 psi 0.35 (Governs) Bending (-)Stress -20 psi 0.7 ft. -1069 psi 0.02 Total Load Deflection 4, 4 0.2 in. 1; L/598 m . 4.9 ft. - 0.98 in. 1 L/120 0.20 4 r . i . LOAD ITEMIZATION - MP2 . , - , ' PV System Load PV Module Weight(psf) 2.5 psf Hardware AssemblyWeight ,; # F , t . Iv . ' ' ' " - '' 9 (psf) '0.5 psf PV System Weight(psf) 3.0 psf Roof Dead Load Material Load Roof Category Description _ MP2 Existing Roofing Material .. , 5 , n,, n .a, Comp Roof-.¢ t 4.- 122LLayers,) 40. li 5 O psf Re-Roof No Underlayment ' -. t w "' t-, -. ' ''f 'Roofing'Paper Y ' `" ' " 0.5 psf Plywood Sheathing _ Yes 1.5 psf Board Sheathing „ . „ 4. 4. .: tNone ct _ .« - Rafter Size and Spacing 2 x 6 @ 16 in. O.C. 1.7 psf Vaulted i Ceiling No -. - No . Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 10 psf(MP2) 10.0 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Ito 20.0 psf Table 4-1 - - Member TributaryArea r A - < 200 sf x. vs, Roof Slope 7/12 Tributary Area Reduction " '' R1'' ',' '' " '- °"r 1''" "' '' :t ' '" ' ,` Section 4.9 Sloped Roof Reduction R2 0.85 Section 4.9 Reduced Roof Live Load .. ., Lr., . a, ,r L-r= Lo(Ri) (R2)t . . A 0 Equation 4-2 Reduced Roof Live Load Lr 17 psf(MP2) . 17.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load Pg 30.0 psf ASCE Table 7-1 .- n e t Nw i Yes . : T"' —_____ Snow Load Reductions Allowed? Effective Roof Slope 30° Horiz.,Distancefrom_Eve to.Ridge W , , - 106�ft u I Snow Importance Factor IS 1.0 Table 1.5-2 , ` y- _ rt * _ -11, 74 ' '" , P tar sally Exposed Snow Exposure Factor CQ . Table 7-2 r 4u _ _: k y;V z1 i .0 ,e Snow Thermal Factor All structures except1 ss indicated otherwise Table 7-3 Minimum Flat Roof Snow Load (w/, - " , r A _ .g s� . may.:A � � pf-min 21.0 psf 7.3.4&7.10 Rain-on-Snow Surcharge) — tt Flat Roof Snow Load pf pf= 0.7(Ce)(Cr) (I) pg; pf >_ pf-min Eq: 7.3-1 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding Roof Cs-roof All Othe1.0 r Surfaces Figure 7-2 Design Roof Snow Load Over Ps-roof= (Cs-roof) pf ASCE Eq: 7.4-1 Surrounding Roof Ps-roof 21.0 psf 700/0 ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules Cs-p Unobstructed Slippery Surfaces 0.6 Figure 7-2 Design Snow Load Over PV Ps-pv= (Cs-pv)Pf ASCE Eq: 7.4-1 Ps-pv s-pv 13.0 psf 43% • . . . . . , [CALtUL-ATION—_OrDtSIGffWIN D 1:0"-A—D—S=A P-2 — " i , • Mounting Plane Information 0 Roofing Material Comp Roof RV Syqem Type Spanning Vents No Standoff(Attachment Hardikare) a4 4 4 a° 4- 157 71' * ..' 11 ,4 -t 's Comp Mount Type C Roof Slope 30° RafterSpacing : _ „ „ r . „, , . . - — - 16""O.C. Framing Type/ Direction Y-Y Rafters Purliq Spacing "' ' A ' — - ' X-X Purlins Only '4 .44- 45 44 44 555 54 NA °"4 '4' 77 7 77 Tile Reveal Tile Roofs Only .,.... NA Tile Attachment System, ,a, Th„1„ n 4 TileRoofs Only „ ,,,t ,,,„ ,a, --, ,„„ „„o ,.. NA Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 - iNind,Desigp,Method _ t _ „, Partially/Fully Enclosed Method Basic Wind Speed V 110 mph Fig. 6-1 EXposure4Caieg6ry'''''' 4° ° r 4°' ° 1r ? I' ? 7 `;' ?: 7-K 1 -6- Z'.- 4 57-C7 '4'1 t, '4. ',- gi, .,,- 7 1 Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height ete 7,, E ,E,.., ,7- ,,, E E h E. ..E. E. ...,, .„E E, .,..„ ,E,E ,15 ft , „. , , , , ,„ . Section 6.2 Wind Pressure Calculation Coefficients ' Wind Pressure Exposure K, a_ • 0.85 Table 6-3 Topographic Factor., *i.„,A4 ,A,„ ,,,, a p, ,, Kzt t, ',.... D. * ,,.., 44, ,,,, 4 ,, 4„ 1b0 . ,_ ,a, : ...„ Section 6.5.7,_ Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 qh = 0.00256(Kz)(Kzt)(Kd)(VA2)(I) Velocity Pressure qh Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient(Up) GC,(U p) -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure-Coefficient(Down) 474°“.% 44 0.88 t- '4° 4 -114" 4 7 7, 7 Fig.6-11B/C/D-14A/B Design Wind Pressure GCorDowii) 't' A''4'''' p p = qh (GC ) Equation 6-22 Wind Pressure Up P(up) -21.3 psf Wind Pressure Down P(downl 19.6 psf ALLOWABLE STANDOFF SPACINGS _ . ',• . ,' , , X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max-Allo-wabie Cantilever -74-'44 4'5' landscape-7—P I%• c a,„ A 444 14 til 24",,,,) o .4 ,t iii; A ts 4;:_ NA Standoff Configuration Landscape Staggered _Max Standoff TributaryArea , , „„ - , Trib „„ a , a 17 sf PV Assembly Dead Load W-PV 3 psf Net Wind UPliftIntandoff ' '4 -T-a-ctu'if','' ' ° ''''' °' 04' 414 -"a r-339.....11is '-', "t 4it C ? -, '' 4 t. ,5 45 Uplift Capacity of Standoff T-allow 500 lbs §tandoff.Demand/Capacity„ a a, --,,, „a a DCR -„ , , — a .,,, — .67.7% X-Direction , Y-Direction Max Allowable Standoff Spacing _ Portrait 48" 65" Max Allowable Cantilever ',„. , ,,,;, Rortrait ., „ _ _ 719" , _ NA Standoff Configuration Portrait Staggered Max Standoff TributarV*Area ' " '' -° "4 Trib 2: ' - 7* 'T * ' 4* 44 77 22sra 9: '44- 1.4' PV Assembly Dead Load W-PV 3 psf _ _ Net Wind Uplift at Standoff „„ 'h 4 .„ 1T-actual t „,,,,_ „ „,,,, „,„ „, a* „7427 lbs .. , , *., _ Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity -*/ " DCR 1 • • • Town of Barnstable •• Sr' Vew • 4&SHy E Tp�4, Th aoms F. Geiler,Directo • • Rutl '1I gittiViAIOR E SARNSTABL , IP MASS. 2, Tom Perry,Building Commissioner d'A.4,0m p, 200 Main Street, Hyannis, MA 02 01 • www.to_,wn,barnta le.ma.us Na Office: 508-862-4038 • Fax: 508-790-6230 Approved: ;---3 ,0 d0 Ce 5-7 • Fee: A07S• — Permit#: • . • HOME OCCUPATION REGISTRATION Date: 7 1 I- / ° - Name: 3 i.f V\R_ A r \M1 9-I Phone #: �5975 - Si 5-(-1 o e7-7 I Address: I rl0 DM C n 0 11P •J Village: 1-3,--rV151ZOOL Name of Business: el I Kit t es:ea Pup . • Type of Business: On 1 t 1-P.-b-e /1/J►��112. Map/Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor; no visual alteration to the • premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within . that dwelling unit. -1 • Such use occupies no more than 400 square feet of space. . • There are no external alterations to the dwelling which are not customary in residential buildings,and there is - no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes: • • The use does not.involve the production of offensive noise,vibration,smoke,dust or other-particular matter, . • . odors,electrical disturbance,heat,glare,humidity or other objectionable effects. . • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials;in excess of • normal household quantities. , • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. . • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the.Customary.Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to - exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary'Home Occupation is listed or advertised as a business,the street address shall not be included. • No person sin be-employed in the Customary-Home Occupation who is-not a permanent resident of the dwelling unit. I,the udersigned, have react a id a ee jai a t a ve resit.etions . ay hot occupation I.um registering. Applicant: Date: 1ri \\O • Homeoc.doc Rev.01/3/08 YOU WISH TO OPEN A BUSINESS? For Your Information: Business Certificates cost $30.00 for 4 years. A Business Certificate ONLY REGISTERS YOUR NAME in the Town (WHICH YOU MUST DO BY M.G.L. - it does not give you permission to operate). You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1' Fl., 367 Main St., Hyannis, MA 02601(Town Hall) and get the Business Certificate that is required by law. w • DATE: 2,(t-4 ewe 2�r ks A is Fill m please: 1. �� ' � APPLICANTS YOUR NAME: �J1V� c BUSINESS �i�. • " +`�� t YOUR HOME ADDRESS: trio pa \o,n/nb � - TELEPHONE # Home Telephone Number: --& NAME OF NEW BUSINESS ' X,e(t, 0 TYPE OF BUSINESS Q O IS THIS A HOME OCCUPATION? YES NO D Have you been given approval from the building division? YES NO _ ADDRESS OF BUSINESS (r(0 -FaApfm 12.0 .Ar+nS MAP/PARCEL NUMBER Gv1 b When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. — (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COM • R'S OFFICE This individual has be, in(qrm-"d .f any per it requirements that pertain to this type of busirMUST COMPLY WITH HOME OCCUPATION itt RULES AND REGULATIONS. FAILURE TO Authorized Signature* �— C MMEN.TS: COMPLY MAY RESULT IN FINES. k 1 4 Vi C(" Q e-r7l/o iO C-ZS Cn `s• � "� k6n a . 2. BOARD OF HEALTH V This individual has. een.• fin ed of the � � pe ` "t requ,'r�rements tha�ertain to this type of business.• 1 Authorized Signatu ** COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has $n nformed- oit e licensi r q rements that pertain to this type of business. 'lut`horiize Signatur ** COMMENTS: b J�C�Z� I7 �YL / ]- Q • • t *71..6o 4 4 \)t- fie) ' p _ L T.': . 2 A.TE--=. 4 /4 - C. tz. I Vz`-{ AT T Pt_ CL.,..s.,--lP1-1/4.(.c.; v./ 1 T44 1-1--rE, .51 DE LI 'i I AWED, C-L)t-) EM OP- T (---7 To v1/4/LJ 01,7 43; 1-S; V") V.. --2.5?0 pk-rn • -1 - f t •171°-7: t I I I ( ) (,, • I , • VI .1 I ; t ‘; • , I i _______.„,,mqiuu 6' TOWN OF BARNSTABLE Permit No. .Q...61 1�n Building Inspector Cash —___.__ _ Da da ,'+O pY 1° OCCUPANCY PERMIT Bond _-_ "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to Peter Ungerlanc Address 30X 646, Barnstable, MA lot 1 170 Pah.). _.io Drive.:, Barnstable s Wiring Inspector '^y''C ,%1 Inspection date Plumbing Inspector ( i``' 0/ Inspection date S Gas Inspector /3 ( /1 Inspection date Engineering Department °jf7/1 Inspection date j-- 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. 7 ... ..._._, 19_ _ _.. . .._:..._... ._ _.... :. . . Building Inspector r _ - s s r s map and lot number 7 7 - 4-3 !PI -7 6/T • 7G �i�� ,3-/� 7 Y. 0THEt0� Sewage_:_Permit number / Yy r s1IST BE �``Q ?�' y'^ House number #(76 :ME T�"��{-Ep !�! COP.�EPI{A► C Z BaaasTSBLB, I ': {TF# ART{W!la {{ STATE ro rasa O i639• •� SANITARY CODE AND TOWN o mo 10 TOWN OF . BAR1V TABL BUILDING.- INSPECTOR APPLICATION FOR PERMIT TO . 5r4? ��W ci- xit--zo ,5i TYPE OF CONSTRUCTION 01 L€ 44.1.11 4 I1/4-1 14 9 19.7.9 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby(( applies for a permit according to the following information: Location k,43-J<- /p i 1 I Rtii Q atue —-'t�X' S--Zt-eL Proposed Use PSUCbtW4 LA. Zoning District t T-- I Fire District AIQ/U -bL Name of Owner . l.l.. .,b 4 Address...WO. (:)).:g.46. HAM Si .-a14214SkilltE Name of Builder ...CtN...A- '' -,� N‘ddressTFk!t. Name of Architect Address --N Number of Rooms 6 Foundation [0 i► ---awizGi al., ,.. Exierior ... .QM-b 1...'.W *1-1` ,` Roofing Y1.ziph&t �'rllll.ci tm .... ........... .. ... .. Floors CAR. irr i L TiTgi) P,oe Interior TAI N� O l � Fieatin ...� �1�� -� ° � Plumbing �ij.�� g f � . Fireplace 2- Approximate 0 Approximate Cost 00 Definitive Plan Approved by Planning Board 19_______. Area .� i 176 - 17/7 Diagram of Lot and Building with Dimensions Fee �7:_ ► --. SUBJECT.TO APPROVAL OF BOARD OF HEALTH -/*S'- '7? I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ... . . . . .... .. .. ..... .. .... -- ,i. Ungerland, Peter ,•, . . .. . ,o 2198 Permit for one story . I J. single family dwelling . . .., . - - 170 Palomino Drive . Location - . .. ,, . ..,-...... ,., _ . Barnstable ..._ .- ..... ' _ , _ ... -, • Peter Ungerland . , - Owner . . ;,-- • .,- , . ... -Type of of Construction frame . — si• ... _ . _ . _... . ,, 7 ... .. .- . .• .... .... ,.., ... Prot Lot - - #91 . _,.. , -1.• _.-:: '•'''. -. . • , - Perr April 18 t Granted 19 _ . -- . ., , - .... - Wiisi . e,of Inspection :0777 19- • , -,- WDate Completed 19 - . .. . ° •1? 7/ 1-1 . . ..... _ . .... PERMIT REFUSED '--; • , 1.,. . ... 19" . ._ . .._ ..., . . -..., -, . . • , ---:- . , g , 7 .....: / ... „ ftb/LCZE"‘‘ - . , c.. /....... 0.-i• .....- .. 1,- • -1,, •7 ....,„, --N. , -,.• . . , ... - • :• -... ._- - .. . '4 • . t Approved • 19 'a.;.a. '1 . .. • . .... • .e.. . 4.. 'T • : , 1 .. • . . . ,. % . __a 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. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. I 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 V cVmp VOLTAGE AT OPEN VOLTAGE AT MAX PCIIRCUOWEIT VICINITY MAP INDEX W WATT - } - ' PV1 COVER SHEET 3R NEMA 3R, RAINTIGHTPV2 PROPERTY PLAN 1 PV3 SITE PLAN L-' „ PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES ;. - �` rPV5 ELEVATION - PV6 ELEVATION 1. ALL WORK TO BE DONE TO THE 8TH EDITION PV7 RENDERING GEN #168572 i ` PV8 RENDERING ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH R. -- ' ! PV9 SATELLITE RENDERING THE 2014 NATIONAL ELECTRIC CODE INCLUDING u { # a PV10 THREE LINE DIAGRAM MASSACHUSETTS AMENDMENTS. # f f--- Or Cutsheets Attached MODULE GROUNDING METHOD: ZEP SOLAR ; - : -•. 1 6 . AHJ: Barnstable I. - REV BY DATE COMMENTS REV A NAME DATE COMMENTS 411111.4.64, - s-x,� _ �+ of the Republic , UTILITY: NSTAR Electric (Boston Edison) Grand Army Goo ' te nwe. h. of Massachusetts EOEA, USDA Farm Se vice Agency CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: J —0 2 6 7 7 7 00 PREMISE OWNER: DESCRIPTION: DESIGN: • CONTAINED SHALL NOT BE USED FOR THE HANDEL, KYLE HANDEL RESIDENCE Pete Aldermeshian ��,'.• • BENEFIT OF ANYONE EXCEPT IN ITY INC., MOUNTING SYSTEM: 170 PALOMINO DR v SolarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 8.64 KW PV ARRAY III PART OTHERS OUTSIDE THE RECIPIENT'S MODULES: BARNSTABLE, MA 02630 ORGANIZATION, EXCEPT IN CONNECTTIONNWITH THE SALE AND USE OF THE RESPECTIVE (32) SUNIVA # OPT270-60-4-1B0 24 St. Martin Drive, Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN NVIItTER: PAGE NAME: SHEET: REV: DATE: Marlborough, MA 01752 IPERMISSION OF SOLARCITY INC. 77499433 3 T: (650) 638-1028 F: (650) 638-1029 SOLAREDGE # SE7600A—USOOOSNR2 COVER SHEET PV 1 1/22/2015 (888)—SOL—CITY(765-2489) www.solarcity.com y-. IIFs-- .-- "s -------- -- --- ---------- \ � i� --- i' - - ----------. ---. -..I /� ♦ \ I .ice1 10 0 ' \ 40* OrZW" 1 -, -...._____ 411 VIP .......7 041,..,/ � s j \ r - - ALPACAS AVf . � ►i " ♦ a / / • �/I Iv ' �I� �iTr-10'� /1 . r , CHICKENS ,,�,v.-1.19%ix / / 4,1164..►I��0 I 41��1�,#�i�y • ifIrsAVA �w.,4,�� — v. ' A /S1 � ,��IA* i \ i / . / / \ / \\ / \ / \ ' , PROPERTY PLAN \ ,..i Scale:1" = 50'-0' W I' 0 50' 100' ‘4 F PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: ��! • K CONTAINED SHALL NOT BE USED FOR THE JB-026777 00 HANDEL, KYLE HANDEL RESIDENCE Pete Aldermeshion _ A SO�afC�t�/ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �1�\ NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 170 PALOMINO DR 8.64 KW PV ARRAY11 PART TO OTHERS OUTSIDE THE RECIPIENTS "MS' J' BARNSTABLE, MA 02630 ORGANIZATION, EXCEPT IN CONNECTION wim24 St. Martin Drive, Building 2 Unit 11 THE SALE AND USE OF THE RESPECTIVE (32) SUNIVA # 0PT270-60-4-1B0 PACE NAME IEEL REV: DAIS: Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE # SE7600A—USOOOSNR2 7749943333 PROPERTY PLAN PV 2 1/22/2015 (888)-SOL-CITY(765-2489) www.solarcity.com -0 0 0 ;,^, 0 0 ' PITCH: 30 - ARRAY PITCH:30 MP1 AZIMUTH:246 ARRAY AZIMUTH: 246 \ hit ` -""" -S` �01/22/2015 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 30 ARRAY PITCH:30 ,;„ ��. 2 �q MP2 AZIMUTH: 158 ARRAY AZIMUTH: 158 �Q v 41 MATERIAL: Comp Shingle STORY: 1 Story 'E° I ON PITCH: 30 ARRAY PITCH:30 'IS )9" z MP3 AZIMUTH: 158 ARRAY AZIMUTH: 158 AC r A p: ^'y MATERIAL: Comp Shingle STORY: 1 Story CIVIL .a i/ 114 170 Palomino Dr 14) a0 o - . m 0 0 0 iktal D - 7 '` ' ay' 'I' No. 3�o�-Jo o 22 ,.' A ® , TEMPORAKY PERMIT' I (E)DRIVEWAY , MASSACHUSETTS 2014-113-PE � ° ° ° . 4k DigitallysignedbyNickGordon 1'l. a Date:2015.01.2216:01:10 .��11 �III� Front Of House ° ° ° OW4111 080 il An 0 4.8‘ 4* w 1 I . A f I' i I IlLLEGEND e . M ° 4 ,/At* '��' O (E) UTILITY METER & WARNING LABEL 0 0 0 0 I�� ALPACAS INVERTER W/ INTEGRATED DC DISCO ® & WARNING LABELS ViliWd o 0 0 0 0 r DC I-..� DC DISCONNECT & WARNING LABELS ` 1.-,-1AC DISCONNECT & WARNING LABELS Ili Willir 3 *ø-t,' Q DC JUNCTION/COMBINER BOX & LABELS O° DISTRIBUTION PANEL & LABELS Yll Lc LOAD CENTER Sc WARNING LABELS -imem:3- ..mipftt_Aw 11111, , �/\�*` O DEDICATED PV SYSTEM METER `• `\`, O STANDOFF LOCATIONS 0 0 • MP2 0 0 0 V4 ,�� CONDUIT RUN ON EXTERIOR MP3 I�...i --- CONDUIT RUN ON INTERIOR `; I �,/ GATE/FENCE 4,160 •1v "=.F HEAT PRODUCING VENTS ARE RED CHICKENS -... .ro lst4tl ' . INTERIOR EQUIPMENT IS DASHED SITEPLAN40 • Scale: 3/32" = 1' w WA 0 1' 10' 21'• �+ F \ 1 1 I Q I )� A; %ii .1«i�iiiiiiuiiav CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-026777 00 HANDEL, KYLE HANDEL RESIDENCE Pete Aldermeshian ��'� • BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: /�� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 170PALOMINO LOMINO DR r O C7 CIt PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C8.64 KW PV ARRAY y BARNSTABLE ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: , MA 02630 THE SALE AND USE OF THE RESPECTIVE (32) SUNIVA # 0PT270-60-4-1B0 24 St. Martin Drive, Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE: Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. ISOLAREDGE SE7600A—US000SNR2 7749943333 PV 3 1 22 2015 T: (650) 638(1028 F: (650) 638-1029 # SITE PLAN / / (888)-SOL-CITY 765-2489) www.sokarcity.com 1. • �� ` (E) 1x8 _coi (E) 2x4 dirigiii\ ® iiigillill 1 ' 1e 1 Iil . ,r..‘. 1, U s I.' 12'-8„ p77 G R'S \� i 8—6 (E) LBW G='T- q5 M (E) LBW SIDE VIEW OF MP1 NTS W q15- SIDE VIEW OF MP2 NTS A o . B CIVIL o ,, MP1 X-SPACING X-CANTILEVER' Y-SPACING Y-CANTILEVER NOTES res*p d MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES Ik y LANDSCAPE 64" 24" STAGGERED LANDSCAPE 64" 24" STAGGERED ��SS�o�.->y PORTRAIT 48" 19" PORTRAIT 48" 19" TEMPORARY PERMIT ROOF ROOF AZI 158 PITCH 30 AZI 246 PITCH 30 RAFTER 2x6 @ 16" OC ARRAY AZI 246 PITCH 30 STORIES: 1 MASSACHUSETTS 2014-113-PE RAFTER 2x6 @ 16" OC ARRAY AZI 158 PITCH 30 STORIES: 1 C.J. 2x6 @16" OC Comp Shingle C.J. 2x6 @16" OC Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS i - LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT •ZEP ARRAY SKIRT (6) HOLE. (4) ( � SEAL PILOT HOLE WITH 2 POLYURETHANE SEALANT. ZEP COMP MOUNT C Ai i rir uIi -iiiiiroN,•• * i ZEP FLASHING C � � iiir,. (3) INSERT FLASHING. (E) COMP. SHINGLE ♦'m;VA ; �� (4) PLACE MOUNT. (E) ROOF DECKINGE 5) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) ... SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES () INSTALL LEVELING FOOT WITH WITH SEALING WASHER BOLT & WASHERS. (2-1/2" EMBED, MIN) (E) RAFTER STANDOFF . . Scale: 1 1/2" = 1' . PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: �� • CONTAINED SHALL NOT BE USED FOR THE JB-026777 00 HANDEL, KYLE HANDEL RESIDENCE Pete Aldermeshian - A SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �i�; NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 170 PALOMINO DR 8.64 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: �' BARNSTADI C MA 02630 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (32) SUNIVA # OPT270-60-4-1B0 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 # SE7600A—USOOOSNR2 7749943333 STRUCTURAL VIEWS PV 4 1/22/2015 (888)—SOL—CITY(765-2489) www.solarcity.com • . . , , RO OSH D . , \ A FAV � T. O. CHIMNEY \\IIiii, - T.O. RIDGE .% T.O. ARRAY , • 25,-g„ • 20'-3" fig'-g" • CE ELEVATION VIEW (WEST) SCALE: %4" = 1'-0" CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: J B-026 777 00 PREMISE OWNER: DESCRIPTION: DESIGN: HANDEL, KYLE HANDEL RESIDENCE Pete Aldermeshian �� A CONTAINED SHALL NOT BE USED FOR THE \:�.! ■ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.�„ NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 170 PALOMINO DR 8.64 KW PV ARRAY ►�� olU• �ty PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: BARNSTABLE, MA 02630 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (32) SUNIVA # OPT270-60-4-1B0 24 St. Martin Drive, Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET: REV: DATE: L (650) 638 Marlborough, MA 01752 1Ou F: (65O) 638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE # SE7600A—US000SNR2. 7749943333 ELEVATION PV 5 1/22/2015 (888)—SOL—CITY(765-2489) www.salarcity.cam • • HOOSFD AHHAV \\\A„ T.O. RIDGE T.O. A' RAY • 20,-3,; 18 - 7 • • ELEVATION VIEW (SOUTH) SCALE: 1/4" = 11-0" J B-0 2 6 7 7 7 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: is CONTAINED SHALL NOT BE USED FOR THE HANDEL, KYLE HANDEL RESIDENCE Pete Aldermeshian �'�1SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'" NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 170 PALOMINO DR 8.64 KW PV ARRAY PART TO OTHERS OUTSIDE THE REaPIENrS MODULES: BARNSTABLE MA 02630 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Building 2, Unit 11 • THE SALE AND USE OF THE RESPECTIVE (32) SUNIVA # OPT270-60-4-1B0 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE Marlborough, MA 01752 INVERTER: T: (650) 638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE # sE7600A—USOOOSNR2 7749943333 ELEVATION PV 6 1/22/2015 (BBB)—SOL-CITY(765-2489) www.solarcity.com