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0350 BRAGGS LANE
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'• J ' , r 911, o x " • r "t xt1r .h n:r pa.av Building Department Services ° e r � Brian Florence,CBO Building Commissioner sVA.RNszA=, 200 Main Street,Hyannis,MA 02601 Muss. 9 1639• ,$� wwW to wn.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved: • Fee: Permit#: HOME OCCUPATION REGISTRATION Date: 3g� Z U l Name: Phone#: Address: e J�U S �h T Village: Y Name of Bpsine'ss: Type of Business:- t���WU L�l./�) i �'11�1 � � „9�IaP/Lot: f V 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 visnal alteration to the premises which would suggest anydhing 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 carved on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • ' 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 ofnormal 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 containingthe 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 shall bg employed in the Customary Home Occupation who is not a permanent resident of the d Iling unit. I,the undersi ee with far my home occupation I am registering. Applicant: Date: Home=doe Rev.06110/16 � i YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis; MA 02601 (Town Hall) and get the Business Certificate that is required by law. ell4 PooDATE: ,.; Fill 'n please. am v�t Pfg lr ;® 5 i APPLICANT'S YOUR NAME/S: + ` ; "L. Ic � r I 0 4A BUSIN YOUR HOME ADDRESS: 0 CC ' ] 2. ZD ILI " "MITTELEPHONE # Home Telephone Number NAME OF CORPORATION: NAME OF NEW BUSINESS hJ TYPE OF BUSINE ( •($�I f /�/SGj IS THIS A HOME OCCUPATION? YES NO ADDRESS OF BUSINESS U V' �6 MAP/PARCEL NUMBERJ!0p (Assessing) 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 COMMISSIONER' OFFICE MUST COMPLY WITH HOME OCCUPATION This individual has been o d of any p requirements that pertain to this type of business. RULES AND REGULATIONS. FAILURE TO COM Autho zed Sig ure* PLY MAY RESULT IN FINES. COMMENTS: a 2. BOA ID OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature** COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: TOWN OF BARNSTABLE.BUILDING PERMIT APPLICATION Map CA Parcel 1 D Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee - Date Definitive Plan Approved by Planning Board Historic - OKH � S' rotrd Preservation / Hyannis &) S Project Street Address Village Owner k ca\v ul. Address c' Telephone ��ly. cP3R. a.k aL �rhS-1t, S- � u b�Permit Request V1 Ay-, V1am c e,V c n ce. Square feet: 1 st floor: existing proposed — 2nd floor: existing proposed — Total new— Zoning District f' ' Flood Plain Groundwater Overlay Project Valuation ,Dob Construction Type R-3 Lot Size Grandfathered: ❑Yes J&No If yes, attach supporting documentation. Dwelling Type: Single Family �Y_ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes/a No On Old King's Highway: ❑Yes LN No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other N — 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 rA— First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other_ Iy/I Central Air: ❑Yes ❑ No Fireplaces: ExistingNew Existing wo® oal stove= ❑is ❑ ,N/o� Detached garage: ❑ existing ❑ new siz ool: ❑ existing ❑ new siz��Barn:f� xisting 0 nem size��VN Attached garage: ❑ existing ❑ new siz Shed: ❑ existing ❑ new size Other: P0 zc �. Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes $�.No If yes, site plan review# Current Use�tS��� Proposed Use D APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �� 1.61- LJ�S Un�� Telephone Number �,$ • I)•��3� Address License # 1 �li� CS3lQlo Home Improvement Contractor# Email C. e..n'S SD,c� - G Worker's Compensation # WA ILLU G&a65-ZQ4 ALL CON RUCTION DEBRIS RESULTING ROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE Qkt LS FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE 'ro ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT r ASSOCIATION PLAN NO. y ' Version#46.2 �o,; olarCit m y May 21, 2015 Project/Job#0261222 RE: CERTIFICATION LETTER Project: Camara Residence 350 Braggs Ln Barnstable, MA 02630 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes = MA Res.Code, 8th Edition,ASCE 7-05,and 2005 NDS - Risk Category= II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf - MP1A: Roof DL= 10.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 14.1 psf(PV Areas) - MP1B: Roof DL= 10 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 14.1 psf(PV Areas) - MP1D: Roof DL= 10 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 14.1 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. q 4 JASON WIL IAM TOMAN 0 STRUGTURAL c Jason W.Toman, P.E. Nei 51554 Professional Engineer �9Tp�E T: 480-553-8115 x58115 email: jtoman@solarcity.com Di ason Toman Date: 2 1 14:46:00-07'00' 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771,CA CSI,8 888104.C0 EC 80 A1,CT FI1C 0632778.DC HIC 71101486,DC 1113 71101488.HI CT-29770.MA 111C 1133572,MD MHIC 126948.N4 1 WHOG160600, OR CCS 180498,PA 077343,TX TDLR 27006.WA GCL:SOLARC'919O7.O 2013 SolarCity.All rights reserved m21.2015 a Version#46.2 1 0s' SQa ; 1at"CIt PV System Structural , Y Design Software PROJECT INFORMATION&TABLE OF CONTENTS Project Name . Ca_m_ara Residence AHJ: � ... Barnstable Job Number: 0261222 Bwldmg Code MA Res Code, 8th Edition Customer Name. Camara,Nicole. Based On �. IRC_2009p/IBC 4 �._ _—_. __ u _ Address: 350 Braggs Ln ASCE Code: ASCE 7-05 City/State: Bar_nstable_ _, M_A �Risk�Category �� III_ Zip Code 02630 Upgrades Req'd? No _latitude%LonLongitude: , 41 691715 70;299268_ , , Stamp,Req'd? _Yes SC Office: Cape Cod PV Desi ner: David Lopez 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(SDQ = B < D 1 2-MILE VICINITY MAP: .. A 350 Braggs Ln, Barnstable, MA 02630 Latitude:41.691715,Longitude:-70.299268,Exposure Category:C STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1A Member Properties Summary MP1A Horizontal Member Spans Rafter Pro erties Overhang 0.66 ft Actual W 1.50" Roof System Properties San 1 .x . .11.99 ft Actual D � . 7.25"° ^ Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp.Roof t ,,span 3,, A 7'A-1;, V..' 10.88"in:A2 Re-Roof No Span 4 S. 13.14 in.A3 Plywood Sheathing -Yes San 5 ,.,,. ., I - 47.63 in.A4 Board Sheathing None Total Span 12.65 ft TL Defl'n Limit 120 Vaulted Ceiling " 'A No `` '" PV 1 Start` '3.33:ft_. .Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.08 ft Wood Grade #2 Rafter Slope - 300_ _P.V 2 Start. < ^0., 4 W ., Fb h r, 875 psi k H Rafter Spacing 16"O.C. PV 2 End F„ 135 psi To Lat Bracing w Full ,. PV 3 Start k °'3' ., E 1400000'psi Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading Su ma Roof Pitch 7 12, Initial Pitch Ad lust Non.PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.15 12.1 psf 12.1 psf PV Dead Load x be PV-DL A 13.0 sf' z 1.15 _ 3.5 Psf,. Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow Load LL SLl Z" 30.0 psf. x 0.7 s l x 047 y ..21.0 psf s141.psf. Total Load(Governing LC Ti. . 33.1 psf 29.7 Psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(CO(IS)pg; Ce=0.9,Ct=1.1, Is=1.0 Member Design Summa (per NDS Governing Load Comb CD CL + CL - CF Cr D+S 1.15 1.001 0.44 1 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 31 psi 0.7 ft. 155 psi 0.20 D+S Bending +)Stress 652 psi 'm ^ p6.6 ft. ¢ ' '' 1389 psi 0.47} D_+S Bending -) Stress -12 psi 0.7 ft, -612 psi 0.02 D+S Total Load Deflection 0.37 in. I L/450"' '6.7 ft. ' 1.38 in. 120 0.27,,,. oD,+S; . CALCULATION OFTDESIGN WIND LOADSMPlA _ _ r Mountin ,Plane Information Roofing Material Comp Roof PV System Type, a - r - - ,r n,; .m SolarCity SleekMounh . rc, , P , Spanning Vents No Standoff Attachment Hardware Como Mount Tvoe C` Roof Slope 300 Rafter Spacing 3 16"O.C. -- __ --�-- t -Framing Type Direction Y-Y Rafters Pudin_-Spacing i X-X Purlins Only .. NA y Tile Reveal Tile Roofs Only . NA Tile Attachment System nf° sw Tile Roofs Only ,.: •NA-- - — Standin Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind,Design;Method a Partial) 64—Iy Enclosed Method ° Basic Wind Speed V 110 mph - Fig. 6-1 Exposure Category - .,. �� C Section 6 5.6.3_ . pos -- t g-ry Roof Style - Gable Roof Fig.6-11B/CC/D-14A/B Mean RooUHei ht-,t? . a „ 4,,, ham .. :. : 25 ft, ... Section 62 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor "r Krt y° 1.00 NSection 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 --^ ^r Irri ortance Factor m. _ .:. ., � � . ; y _I ' � i _�. 1.0 'ry Table 64 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 u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GC E�H,;; 0.87,= 14, fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure U „ -23.6 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF,SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable CantileverLandscape µ h�24" r NA Standoff Configuration Landscape Staggered sf 18 ib"` _. = . Max Standoff Tributary Area„ Tr g` " " " V `' W_ PV Assembly Dead Load W PV 3.0 psf Net,Wind Uplift at_Stondoff__, ,�,,_ ,-,„„-,,T actual 386 Ibs Uplift Capacity of Standoff T-allow 500 lbs Standoff•Demand Ca aci , w .,, DCR., X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66' Max Allowable:Cantiiever� Portrait 2t Standoff Confi uration Portrait Staggered Max Standoff Tributary Area "` •�Trib T= N p 22 sf 4 PV Assembly Dead Load W-PV 3.0 psf NetW—h =7T-actual # 7483 Ibs _k { Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR' ,, , . .,. .. .,'96.6% a f STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK MPiB Member Properties Summary, MPiB Horizontal Member Spans Rafter Pro erties Overhang 0.66 ft Actual W 1.501, Roof System Properties Span:i x _ 11.99 ft , - Actual D 7.25"" Number of Spans(w/o Overhan 1 San 2 Nominal Yes Roofing Material Com Roof San 3 °' `" " „' "A" ` 10.88 in.A2 Re-Roof No San 4 S. 13.14 in.A3 Plywood Sheathing 'Yes . w,- San 5,. ._. I 47.63 in.A4, Board Sheathing None Total Span 12.65 ft TL DefPn Limit 120 Vaulted Ceiling No _'_'PV 1 Start ._ 3.33 ft " WoodSpecies ;; . sr :SPF Ceiling Finish 1/2 Gypsum Board PV 1 End 12.08 ft Wood Grade #2 Rafter Slope 300 PV 2 Start Ms. S; x p, jk Fb£. 875 psi Rafter Spacing 24"O.C. PV 2 End I F„ 135 psi Top Lat Bracing _Full %_ 4 PV 3 Start 'E T'1400000 psi Bot Lat Bracing At Supports PV 3 End Emig 510000 psi Member Loading mary 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 PV-DLL 3.0 Psf v 4 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 v° ` 'i 0.7 `x 0.47 $ 21.0 f` 14.1.psf Total Load(Governing LC TL 1 32.5 psf 29.1 nsf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Cj(Ct)(IS)pg; Ce=0.9,Ct=1.1,IS=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 0.44 1 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 46 psi 0.7 ft. 155 psi 0.29 D+S Bending + 'Stress 959:psi' ... 6.6'ft: " 1389' si "r 0.69 D+.S Bending - Stress -17 psi 0.7 ft. -612 psi 0.03 D+S Total Load Deflection 0.54 in. 30,6 6.7 ft. 1.38 in. Ic. 120q ; . . 0.39< n D,+S, .y i . C_AIXQJ TION OF DESIGN WIND LOADS MP1B r Mounting Plane Information Roofing Material Comp Roof .a PV S stem.T e'"` �� � `'� f }° ,''SolarCity SleekMountT'"7 v - � Spanning Vents No Standoff. Attachment Hardware r_ s Comp'Mount Tvpe C'.,." Roof Slope 300 Rafter S acin 24"O.C., ` y-p—g - Framing Type Direction Y-Y Rafters Purr lin Spaang AX X,Purlins Only NA„„�u Tile Reveal Tile Roofs Only . NA Tile AttachmentSystemo ;..a is t Tile Roofs Only Standin Seam ra S pacingSM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind,Design Metho_d`a_-_-_-- Partially/Fully Enclosed Method '4" Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category. ,. x ,y. d9�, ., C _Section 6 5.6.3 - - - _ Roof Style Gable Roof Fig.6-11B/C/D-14A/B 7Mean Roof-Hei ht� � °, s h,A: uz w� 25ft Section 6:2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor K � 1.00 . -x Section 6.5.7, Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor. -7.— .0� Tabe 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 u -0.95 Fig.6-11B/C/D-14A/B EXt. PreSSure CoefflCleflt DOWI1 ` GC` (gown x" ""'` ? q, 0.87 k +'^ v r 4,, Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure Up Muni -23.6 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF.SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allow able Cantilever_s______w__ ,�Landscape_��__p_m__�:" _NAB Standoff Configuration Landscape Staggered Max Standoff Tributa Area,_„, - Trib ' 20'sf'" d ._ rYd. _ PV Assembly Dead Load W-PV 3.0 psf -NNeet Wind,,UpliftatStandoff Tactual: -435 Ibs _S. Uplift Capacity of Standoff — T-allow 500 Ibs Standoff Demand Ca aci . u ., . ACR:.. ., -.. 86.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48 66" Max Allowable-Cantilever `°' Portrait_ * • ° tea. 1 . Standoff Confi uration Portrait Staggered Max Standoff Tributary Area -- " 'Trib r a ° _ �22�sfEMax - - _ . . PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at_Standoff_, T,actualw °'_ __ -483_lbs { - Uplift Capacity of Standoff T-allow 500 Ibs - 7— ---- Standoff:Dema d Ca pacity DCR" - � � � 96.69% °° STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- M1P1D Member Properties Summary MP1D Horizontal Member Spans Rafter Pro erties Overhang 0.66 ft Actual W 1.501, Roof System Properties San V& ,.1118 ft ,,,,Actual D A .w 7.25"A p -r Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material "Comp Roof'- San 3. °" A`. 10.88 in.^2 Re-Roof No San 4 S. 13.14 in.A3 P wood Sheathing .Yes= ,t San 5 s .. 4 . A A` "I `47.63 in.A4 Board Sheathing None Total Span 13.84 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 1.08 ft Wood Species- SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.67 ft Wood Grade #2 Rafter Sloe 300 J � PV 2 Start :.u._ Fti.,- 875 psi Rafter Spacing 24"O.C. PV 2 End F„ 135 psi To Lat Bracing ma Full n PV.3 Start = „ .E 1400000 si.. Sot Lat Bracing At Supports PV 3 End E,„i„ 510000 psi Member Loading mary Roof Pitch 7 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load I DL 10.0 psf x 1.15 11.5 psf 11.5 Psf PV Dead Load PV-DL " 3.0psf.., .,,x.m1.15, .r J11w n -f;"- :3:5 sf.4 .1 Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow Load }' "° LL" SLl'Z'. 30.0`psf' x 0.7 )(0.47 a 21.0 psf 14.1 psf Total Load(Governing LC TL 32.5 psf 29.1 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv pe-ASCE 7[Figure 7-2] 2. pf=0.7(Q(Ct)(IS)py; Ce=0.9,Ct=1.1, I,=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 1 0.40 1 1.2 1.15 Member Anal sis.Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 48 psi 0.7 ft. 155 psi 0.31 D+S Bending + Stress °"' ''1149 si °" " ` "73 ft."" "` 1389 psi 0.83 D+ S Bending(-) Stress -17 psi 0.7 ft. -559 psi 0.03 D+S Total Load Deflection �0.79 in: ,: 233. 7.3:ft.a k- *1.52 in. 120 ,, �{0.52 a, *D+.Svt �M [CALCULATION OF DESIGN`WI.ND Mounting Plane Information Roofing Material Comp Roof - ----.4r-----,--�. -._._,,...,,. PV,system_Type„ m, SolarCity SleekMount?" Spanning Vents No Standoff Attachment Hardware " °° Comp Mount Tvoe `W' 6'x 7: Roof Slope 300 RafterSpacmg 24"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing ',X-X Purlins Only - Tile Reveal Tile Roofs Only NA Tile Attachment System 1 Nile Roofs Only . NA Standing Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method_ - - �- t.,--� N/Y Y Partial Full Enclosed'Method a ' Basic Wind-Speed V 110 mph Fig. 6=1 Exposure',Gategory na ,,o- w :_ C .. ._Sectioctio_n-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= ,. "7 7 - �$>1.00 7777 7-7: Section 6.5�7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor_ Jr .M. , .. . I :. T - _. �, _, - �.,v 1.0 _ .. .. able 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 4 0.87 .0 �, .; ,fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC` �w Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure U U -23.6 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever. � ��'�' Landscape; h.� -r;� £_ �r ,� a � a 24" ••. . � - NA_ Standoff Configuration Landscape Staggered Max Standoff Tributa Area Trib _ 20 sf -- - ._ __ ry.____. __ - - PV Assembly Dead Load W PV 3.0 psf Net W ndUp Sdof s'_ - — lan bca - - UpftCapacityof , Standoff T-allow 500 Ibs �- - -- . Standoff Demand/CapacityDCR °' ' 86.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Ma_x Allowable C_antil .Portrait -NAB, Standoff Configuration Portrait Staggered Max Standoff Tributary.Area _ Tri-,_,,, ._, 22_sf PV Assembly Dead Load W-PV 3.0 psf Wir d_Uplift at Standoff;A � T-dual Net ° 7483 Ibs,, m y _ Uplift Capacity of Standoff - T-allow 500 Ibs Standoff:Demand Ca aci _, DCR 96.6% 'ieSoj ra OWNER AU'THORIZA`CION Job#: Prp_perty address: �3 r as 01w~ner of the subject property hereby authorize SO LARCITY CORPORATION to act on my behal� in all matters relative to wort tth rt ed by this building permit application, k a0l, 5 tgnature df{Jwner; Date: , , SOLARGI fi Y COM TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �y.f Map `x , Parcel_ © PP A licationG9® Health Division Date Issued 6?1ag! Conservation Division Application Fee Planning Dept. Permit Feep Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 57) /-1 40 Village����41J1'Zfdod kf Owner 4zl�,O Zd Address Telephone Permit Request ,; �2�� C�d� �% ���� .f� �17 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation -6- Zig 6 Construction Type / /dim Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement-IType: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Tinished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing R h w 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: DiNies ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑Listing rC] new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �'�� ��c1� ,�a�l Telephone Number 0'7i Address '�J �f4t� 72� License # ,/�D 9Le Home Improvement Contractor# i.3 ,3 U G Worker's Compensation # AtB,d d-P , „A 9�Y® ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO I SIGNATURE DATE FOR OFFICIAL USE ONLY i ' APPLICATION# DATE ISSUED MAP/PARCEL NO. 'b ADDRESS VILLAGE i OWNER DATE OF INSPECTION: ` FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL f f PLUMBING: ROUGH FINAL �Y GAS: ROUGH FINAL 4 FINAL BUILDING C DATE CLOSED OUT I ASSOCIATION PLAN NO. OWNER AUTHORIZATION FORM C6u-- Gm-w2k- (Owner's Name) owner of the property located at P-DE .a , Lca-9, (Property dress) (Property Address) hereby authorize Q COpp (Subcon r ctor) an authorized subcontractor for RISE Engineering, to act on my behalf to obtain a building permit and to perform work on my property. X:wDnerr's Signature 112- Date D J U N 1 5 2012 f CAPE COD Min OF BARNSTABLE N S U L AT 10 N 7017 AUG 17 AM 9. 15 MN O"SS $t U53 $PRAYFQ" SYS►ENCtD SAtti 60 RS WSUUTroM CKMM3 1-800-696-6611 D I V Ed,0f i Town of Barnstable Regulatory Services Building Division 200 Main St Hyannis, MA 02601 Date: ►7�� Dear Building Inspector Please accept this Affidavit as documentation that Cape Cod Insulation, Inc. performed & completed the insulation and weatherization work at the property listed below. Cape Cod Insulation did this in accordance to the specifications listed on the building permit application. All work has been inspected by a certified Building Performance Institute (BPI) inspector. All work preformed meets or exceeds Federal& State Requirements. Property Owner Property Address Village lt�'co!� C'u u��. ��v �3,�� s Lure -ems 6, y� Insulation Installed: Fiberglass Cellulose R-Value Restricted Unrestricted s Ceilin j g ( ) ()C) (�S) ( ) Coo Slopes (X) ( ) (39 ) ( ) ( ) Floors ( ) ( ) ( ) ( ) ( ) Walls incere i He E C idy r, President Ca e Cod sulation, Inc. OF THE r Town of Barnstable *Permit# Ex 'e 6 months from issue date r r Regulatory Services l t • BARNSTABLE, 1639. ��� Thomas F. Geiler, Director PIED MA't A Building Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis, MA 02601 www.towh.barnstable.ma.us Office: 508-862-4038 Fax:508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY (,} Not Valid wit/rout Red X-Press Imprint N/lap/parcel Number d, ` 0 Property Address _ 350 ')ro og S LA.r1 Yl M� �!►'1 C 13ay bLc o, 00 Residential Value of Work `11J�-�• Minimum fee of$25.00 for work under$6000.00 Owner's Name& Address_ � �k' t t �C1i fY1C3�C Q \n MAr,�o Contractor's Name Telephone Number I lame Improvement Contractor License#(if applicable) Construction Supervisor's License# (if applicable) ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor X-PRESS PERM ��' Y I am the Homeowner ❑ I have Worker's Compensation Insurance APR 2 8 M9 Insurance Company Name TO1vf>,IN OF BARNSTAK Workman's Comp. Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) Re-roof(stripping old shingles) All construction debris will be taken top ❑ Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side Replacement Windows/doors/sliders. U-Value (maximum :44) *Where required: 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.. A copy of the Home Im rovement Contractors License is required. SIGNATURE: i -. \k Pl-1I.t.S\F0lZMS\building permit forms\EXPRESS.doe Revised 100608 X Town of Barnstable Regulatory Services r RLRNCT� Thomas F. Geiler,Director MA..4S b Building Division ��rED Tom Perry,Building Commissioner . .200 Maiti�tree Hymmis-,MA 02fiD 1 www.town.barnstable-ma.us Office: 509-962-403 8 Fax: 508-790-6230 HOMEEOWNER LICENSE EXEMPTION �i Please Print DATE O C 1 Q JOB LOCATION: SO 1�CrJL number 1 _ stroot village "HOMEOWNER': �1 C C�VZ CCLMCj_r-0'_ Ca)�) '-720 9"A (0 name //) hwnz phonne# ` ^ work phone# CURRENTES MAILING ADDRESS: 'o & AO 5 .6a.CyY AAz'b ' M Cry 3 O cityhown state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Persons)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or 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 W the Building Official on a form acceptable to the Budding Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with.the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned.."homeowner" s thathe/she understands the Tpwn of Barnstablq•)B i ding Department inspection proved and r ements and that he/she will comply with said procedures and rcgmr n . sane DfRomeowner Approval of Building OficW Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Const mction Control. HOMEOWNER'S EXEMPTION The Code states that Any bomeowner p=*nning work for which a building permit is requirsd shall be exempt from the provisions of this section(Section 1D9.1.1 -Lieerrsizrg of construction Supervisors):provided that if the homeowner engages a parson(s)for hire to do such work,that such Homeowner shall ad as supervisor." Many homeowners who use this mccarption are unaware that they art assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for licensing Construction Supervisors,Section 2.15) This lack of awareness often resuhs in serious problems,particularly when the homeowner hires unlicensed persons. )n this case,our Board carmpt proceed against the unliecnscd person as it wrould with a licensed Supervisor. The homeowner acting as Supervisor is ultimatr3y responsible. To ensure that the homeowner is fully aware of his/her responnbrlities,many communities require,as part of the permit application, that the homeowner certify that hdshe understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt sueb a formleertification.for use in your community. Q:forms:homcexcmpt �THEE Tp Town of Barnstable . ° Regulatory Services Thomas F.Geller,Director o;9. 16 Building Division ' Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us r ffice: 508-862-4038 Fax: 508-790-6230 Property Owner ust Complete and Sign his Section If Using A, uilder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to;w. Drk au o ' by this building permit application for. .(Address of Job Signature of r Da zPropedy Owner is applying for permit plea compete th Home O* wners License Exemption Form on a reverse side. O:FO RMS:O WNERFERMISSION �pFT! 1 G �y2 J V1'Yn Vl JL141i1aL4UjLr, *Permit# 53$ f6 '3 9 4 Expires 6 months from issue date Regulatory Services Fee i639. ,e�' ` Thomas F.Geiler;Director Building Division Tom Perry, Building Commissioner F , 200 Main Street,.Hyannis,MA 02601 Office: 508-862-4038 AUG 1 2005 Fax; 508-790-6230 oWN CF ��.�� EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY LS Not Yalid without Red X-Press Imprint dap/parcel Number10 I I pro Address 2 6 Residential Value of Work D� Minimum fee of$25.00 for work under$6000.00 owner's Name&Address V4 c U Ord afez*(Vo Ld'l--p - /I Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) 7wtorr aense#(if applicable)kman's Compensation Insurance Check one: , ❑ I am a sole proprietor [�I am the Homeowner ® I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) 1 ' l �r Re-side � . .. t l�(..!/U/c." Ko W� ❑ Replacement Windows. U-Value (maximum.44) *Where rcquired: Issuance of this p=nit does tot exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Home Improvement Contractors Li c a is required. Signature 1 �✓ I r WL Ut Q:Fonns:expmtrg Revisc063004 .01 CAPIZZI HOME IMPROVEMENT ------------ a M NT INC.INC. SPECIFICATIONS AND ESTIMATES PAGE 9 OF 9 Fe, STATE OF MASSACHUSETTS LETTER OF AUTHORIZATION TO APPLY FOR A BIIILDING PERMIT WE, MR. & MRS RICHARD GREENE, OWN THE PROPERTY LOCATED AT 350 BRAGGS TAN IN B_ARNSTABLE MASSACHUSETTS. WE HAVE AUTHORIZED CAPIZZI HOME IMPROVEMENT INC TO ACT AS OUR AGENT TO APPLY FOR A BUILDING PERMIT IN ACCORDANCE WITH 780 CMR, THE MASSACHUSETTS STATE BUILDING CODE. WE GIVE MY PERMISSION TO LESSEE .TO APPLY FOR A BUILDING PERMIT IN ACCORDANCE.WITH 780 CMR, THE MASSACHUSETTS STATE BIIILDING CODE. SIGNATURE OF OWNER: OWNER'S ADDRESS: OWNER'S TELEPHONE: LESSEE'S SIGNATURE: LESSEE'S ADDRESS: LESSEE'S TELEPHONE: APLLICANT'S SIGNATURE: �< APPLICANT'S ADDRESS: 1645 NEWTOWN RD., C'OTUIT, MA 02619 APPLICANT'S TELEPHONE: 508/428-9518 i RESPONSIBLE OFFICER: RESPONSIBLE OFFICER ADDRESS: RESPONSIBLE OFFICER TELEPHONE: ACCEPTED DATE BY �" L THIS PAGE IS PART OF AND IN CONFORMANCE WITH PROPOSAL #29462 �= o _ es Asssor's .map;and lot,Dumber rU6 ,ode ? -77 - V� SEPTIC SYSTEM MUST BE �.,0 �/G F' :a� :�� � � � - ' INSTALLED IN COMPLIANCE Se�erage-:Permit number ..........._........................................m t� t� '. `, _ WITI ARTICLE II STATE S I , DE AND TOWN IN E?� TOWN OF BARNSTXnY . `' 9 " `a i639• .��� RUH, DING INSPECTOR I MO , :7 fir^\ ell t (,) � _APPLICATIOA'� FORii PERMIT TO ......� ...l••...... . ........................ .............................................. ...... TYPE OF CONSTRUCTION .`�... Oc C ................................. .................................................... . .......................... D.j........19.7 Da-THE INSPECTOR OF BUILDINGS: The undersigned herebyt applies for a permit according to the following information: Location ...... .#.. :!.... 49� 41...I� 1+!L ....,.4.,�. ..����5�......................................................... ProposedUse ........................................................................................................................................................................ ZoningDistrict ...............t..........................................................Fire District ..................................f.. 1........................................ R0_0 e 1 �ll(syt 'jvQ I W. Name of Owner ... A4Q .. .... .!1A4� e�. !Leg ..Address .r. ¢X............................ l►!^. .� :. Name of Builder ° .. k4?1tR....................................Address Nameof Architect ................. ...................................Address ......................................................................... Number of Rooms ............(9..................................................Foundation .....LQ.......� . r Exierior ...wd!; ... :..1.. 4 ':XJor.!��-.cklia...Roofing .........!'±.4 ................................................... • Floors .. 1.:.. ......lN .. ... ..................Interior .....?1��v>,... ..... ..A .Wc,AQ ... �. .............. ......... '�- �9 r nn Heating ..N. ,!..............�7 ...................................Plumbing .... �.�....... :.. (�e.4 .................... Fireplace ...:....L.................................................................. Approximate Cost ....... .......... ....................... p Definitive Plan Approved b Planning Board __________________________ 1 /�b pp Y 9 ------ 9--------. Area Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH s• I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. )Pic @ ` Name .. Y4? ... ... . ....... .....�� Daco Realty Trust 196�af1, r " , one story 5 No Permit for t }}� single •family dwelling ^ - • - �, ` ...... .... .... ........... .............. - �� Braggs Lane Locati ........ ............ r Barnstable Daco Realty Trngt Owner_ ..... ...... ................ .............. ,, r+{. frame t� .4 TYperof Construction ................ }; ............. .... ......... . .. "P� # d Plot ..... .. Lot .............�21......... ,Permit Granted ........Se t ber �26. 319 77 Date of Inspection �� .. ..f�. .`�19 Date Completed ''� "'.19 PERMIT REFUSED } 19 - O? ram• 4j f . ........................................... ..................... _ ...;� .' .............. .................... ........................................ Approved ......................................... 19 r �• -: 4 L@ . .. ... .................................. .......... ... 5 Lr. ................ ........................................................... �'� � • - �' yes eras nF tta A � � � '�1 k�h� r,/Cry { - .. - _ .. ' / � r d` rA�r •` I •d r t r t +"* 11+�"•'''" '� S }. `rl l �! t }}yy er o 40- �.. (� f y,�� r {. N t` �; • 7° � 4 e X n . x• w e �. a nac lie" iA-� ' /" SO _ DATE' . Se�T-Mr.B6P� /6 ';?.7 s 8e)"� LOT a, / --= /pGf�1,J BOOK G� P� - 7-"oQT T.4E BlJ/LL1�rVF s ,:'r S NOW.V ON 7'N/S ,CPZ iQ.1 /S LOCoDTEa OA./ T.�/E ?►.t/Ap AS MOW/./ h/E'CBO�/ IQ"D Td,/gT /T 40 LAWS o,- 7-AV,- .1 710W OF-019 AJ Z Tf�E'c.ram, �� Of '� t o ARNE ` 0iALA t» V/L �.VG/rt/EEGs 0 TE G E'MO J Ti- 5 MA S. �A THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA 1 ; . ems _. -- •. ------------- --� OT Z/— Uq I•f 1 i V� i ' V I � i --0TGi ;_ F T /• c F: ;9 'r NeCEBY I CE'CT/c y T.ygT TyE QV/LD/�/F NON/ / O,l/ TfI/.T �L O.1/ /S LOC gTED ON Tf✓E L' .)rz � qs ENO WN NL'CQOrt,/ q.vD T.V q T /T- Y LIQ�'1/3 FOj- TO O �VitN G' N� 7.0 4.1 OF A."l✓:Tf F / _ 4'v�TCVCTE a, ����9 ARNE �- OJALA • taa�.a s�wo•-owa � Ti E � R Assessor's map and.lot number ...CN j6(- ""**THE Sewage Permit number 4l-,.2�./..............-7--) ....... . ..... .. .. .......... SEPTIC SYSTEN) ktil'�iT 'Z/ 7 MULE, Oi -- 5 INSTALLED IKCOMrl-i,��l House number ................... WITH TITLE F) MASL1639. 0 NO NTAL C9 J'r TOWN .OF .. BARN MIVNVIRZC BUILDING 'JISPECTOR APPLICATION FOR PERMIT TO 1 W, Atta�.c/ 6 Iz ........................................ TYPE OF CONSTRUCTION .... ......................................................................................... ....... . . . ......... .........19.R TO, THE INSPECTOR, OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ..... l:.:....... ..4"2i ..................................................I...................... Proposed Use ... ........-2- ..................................... ...................................................... .......................... Zoning District jff.. .................................................Fire District ................................. ...................Address Name of �,,Ilame of Builder 49al-IC-114j94-171.12 C.O.t7.5.1v�....Address IYAK��//XA...&d....d. !�4 Nameof Architect .......... .....:....................................Address .........5.1 ................................................. Number of Rooms ..... ...........................................................F unclation ... k1li-M-TW fooh Exterior l� 1?e OfIng ... Ck, ..... 0 Floors ...COZ?.�C.&&.h�...............................................Interior .. . ............................................ HeatingAl an..e...................................................................Plumbing ...yp.. .. .............................................................. Fireplace ..Mqa( ...................................................................Approximate Cost ..... ...................... ............ Definitive Plan Approved by Planning, Board ------- -------------------19--- 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. ............ Name 4w� '...!..G%'.,� 'r �� Construction Supervisor's License GREEN, RICHARD 27999 Add Garage, No ................. Permit for .................. ........... ..... ..... Single FzAnily Dwellin ......... ................. . Location .....3.5.0...B.ra.g.gs....La.ne.................... .. .... .. .... .... ..... Barnstable ............................................................................... Owner ......Richard....Green............................... .... .. ..... .... .. .... Type of Construction Frame........................�*****'*** .................... Plot ............................ Lot ................................ < Permit-Granted .....June10,. ................ ........19 85 .Date off Inspection ............... .................9 9 Date CompleteO ................ ABBREVIATIONS ELECTRICAL NOTES 'JURISDICTION -NOTES a 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. CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC : LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL-LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL - STC STANDARD TESTING CONDITIONS TYP TYPICAL _ UPS UNINTERRUPTIBLE POWER SUPPLY V - VOLT - Vmp VOLTAGE AT MAX POWER VICINI 1 I MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT PV2 SITE PLAN PV3 STRUCTURAL VIEWS - PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES cutsneets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Commonwealth Electric) .# CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: IB-02,Oq222 OO PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE I CAMARA, NICOLE CAMARA RESIDENCE David LopezBEN NOREFIT OF SFIALL IT YONE BE DISCLOSED SOLARCITY N MOLE ORCIN MOUNTING SYSTEM: 350 :BRAGGS :LN 7.83 KW PV ARRAY �� O'�rCit PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02630 24 St. Martin Drive,Bolding 2 Unit it THE SALE AND USE OF THE RESPECTIVE (29) AU Optronics # PM060M00_270W SHEET: REV: DATE: Marlborough, MA 01752' SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN I NVERTER: PAGE NAME L (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. SE6000A-USOOOSNR2 7742382120 COVER . SHEET PV 1 b 6/16/2015 (BBB)-SOL-CITY(765-2489) wwrr.solareRyoain r �. u' / . l9 ovrvtwnv Fon[MeldSe - - - Q / III1I,II II 1 1 1 I I I ( �.I � 1 1 i l l l l t Ii11 1111 11 I l i f l 1 1 1 1 1 1 1 1 / I YIIYtl I I I I.1 6 IIeI . III ' ' I " I ' I f / owls _ alwa alwa . ` /23'-2• PROPERTY PLAN ti Scale:1" = 30'-0' ` ''0 30 60 F • s CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B—O 2 6 2 2 2 00 PREMISE OWNER:, DESCRIPTION: DESIGN: CONTAINED SHALL NOT DE USED FOR THE CAMARA' NICOLE. CAMARA RESIDENCE David Lopez `'"?SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 350 BRAGGS .LN 7.83 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULE -BARNSTABLE MA. 02630 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Building 2, Unit•11 THE SALE AND USE OF THE RESPECTIVE (29) AU Optronics # PM060M00-270W 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 SE6000A-US000SNR2 7742382120 PROPERTY PLAN PV 2 b 6/16/2015 (888)—SOL—CITY(765-2469) www.soiarcity.com PITCH: 30 ARRAY PITCH:30 350 Braggs Ln - MPl AZIMUTH: 150 ARRAY AZIMUTH: 150 MATERIAL: Comp Shingle STORY: 2 Stories STAMPED & SIGNED (E) DRIVEWAY Front Of House FOR STRUCTURAL ONLY A Qom? JAS014 WIL IAM TOMAN STRUCTURAL Cn D O Di � �' '�� � son Toman ---- Date:2 I 12:24:38-07'00' AC LEGEND. Inv Q (E) UTILITY METER & WARNING LABEL 9 9Inv INVERTER W/ INTEGRATED DC DISCO-, & WARNING LABELS ® I I = JEEF111 DC DISCONNECT & WARNING LABELS 1 ® MP1D AC DISCONNECT & WARNING LABELS MP1C I ° I I ° 1 0 DC JUNCTION/COMBINER BOX & LABELS ' a 'm p I A P1B DISTRIBUTION PANEL & LABELS A B D Lc LOAD CENTER & WARNING LABELS STRUCTURE STRUCTURE STRUCTURE CHANGE CHANGE CHANGE O DEDICATED PV SYSTEM METER �. STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR GATE/FENCE _ O HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED SITE PLAN N E1 Scale: 1/8" = V 0 1' 8' 16' F CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: I PREMISE OWNER:. DESCRIPTION: DESIGN: ��` CONTAINED SHALL NOT BE USED FOR THE J B-O261222 OO CAM AR A, . NICOLE CAMARA RESIDENCE Lopez David Lo ez �,`SolarCit BENEFIT SHALL ANYONE EXCEPT soLWHOLE INC., MauNnI1G SYSTEM: 350 BRAGGS .LN 7.83 KW PV. ARR.AY NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C- PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES BARNSTASLE MA 02630 ORGANIZATION, EXCEPT IN CONNECTION WITH r 24 St Martin Drive, Building 2,Unit 11. THE SALE AND USE OF THE RESPECTIVE (29) AU OptroniCs # PM060MOO_27OW SHEET: REV: DATE. Medborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE,NAME: ( 50)638-1028 F. (650) 638-102s PERMISSION of soLArzaTY INC. 7742382120 PV 3 b 6/16/2015 (Seej-a-STY 7s5-z48s SOLAREDGE SE6000A-USOOOSNR2 SITE PLAN ( ) .wwwsdarel am STAMPED & SIGNED FOR STRUCTURAL ONLY S1 S1 JA'SON WIL 1A149 TON1AN U STRUCTURAL v - 12, 1�.�1aS4 O @ 12' 70, IST- (E) LBW NA1.' (E) LBW oman SIDE VIEW OF. MP1A NTS Da e:2015.06.1612:24:31JasonT0700' SIDE VIEW OF MP16 NTS A B MP1A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MPiB X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 17" PORTRAIT 48" 17" ROOF AZI 150 PITCH 30 ROOF AZI 150 PITCH 30 RAFTER 2X8 @ 16" OC ARRAY AZI 150 PITCH 30 STORIES: 2 RAFTER 2X8 @ 24" OC ARRAY AZI 150 PITCH 30 STORIES: 2 C.I. 2x8 @16" OC Comp Shingle C.J. 2x8 @24" OC Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT S1 ZEP ARRAY SKIRT (6) HOLE. (4) I (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. 13'-2" (E) COMP. SHINGLE (E) LBW (E) ROOF DECKING U (2) SIDE VIEW OF MP1D NTS 5/16" DIA STAINLESS (5) g(5) INS EALINGG WASHER. BOLT ITM D STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER (6) BOLT & WASHERS. MP1D X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES (2-1/2" EMBED, MIN) LANDSCAPE 7211 24 STAGGERED (E) RAFTER PORTRAIT 48" 17" S1 STANDOFF RAFTER 2X8 @ 24" OC ROOF AZI 150 PITCH 30 STORIES: 2 ARRAY AZI 150 PITCH 30 C-3. 2x6 @24" OC Comp Shingle CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: PREMISE.OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE J`-'I�—0 2 6 1 2 2 2 00 David Lopez `\`gyp � CAMARA NICOLE CAMARA RESIDENCE :SOlar��ty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MWNTING SYSTEM: ' .,�� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN '. PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C 350 BRAGpGS .LN 7.83 KW PV ARRAY ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: - BARNSTABLE, MA 02630 - St Martin Drive, Binding 2 Unit 11 THE SALE AND USE OF THE RESPECTIVE (29) AU Optronics # PM060MOO-27OW REV DATE: 24 Marlborough, MA Building Z SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET: T. (650)638-1028 F: (650)638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE SE6000A—USOOOSNR2 7742382120 STRUCTURAL VIEWS PV 4 b 6/16/2015 (888)-SOIL-CITY(765-2489) www.eeieroity.com r PROPOSED ARRAY T.O. BUILD NG _ T.O. RIDG T.O. ARRAY 21'-10" 19'-3" 17'—g„ E1 REAR ELEVATION Scale: 3/16" = 1'-0" CONFIDENTIAL- THE INFORMATION HEREIN [INVERTER: NUMBER: J B-0 2 612.2 2 0 0 PREMISE OWNER:. DESCRIPTION: DESIGN: ■ BENEFIT O MALL NOT E USED FOR THE DQVICI Lopez So�arCit CAMARA NICOLE CAMARA RESIDENCE- p BENEFlT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: , �.��. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Mount Type C 350 BRAGGS LN 7.83 KW PV ARRAY AO y PART IZ OTHERS OUTSIDE THE RECIPIENT'S LE. BARNSTABLE,_ MA 02630 . ORGANIZATION, EXCEPT IN CONNECTION WITH - 24 St. Martin Drive, Building.2, Unit.11 THE SALE AND USE OF THE RESPECTIVE 9) AU Optronics # PM060MOO-27OW SHEEI REV: DATE: Marlborough, MA 0152 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN - PA( NAME PERMISSION OF SOLARCITY INC. PV 5 b 6 16 2015 T (650)638-1028 F: (650)638-1029LAREDGE SE6000A—US000SNR2 7742382120 ELEVATION / / c666)—soL-CITY(765-2469) sol ity: n sv i I f��y^. , 4 '�,r'y"L+F � f •� � �k� *A�� ,"'h y aw-� � h.r�♦jjy�r_ � •, I �- t ✓ 'i'' bl !' P •`�•, , *• "; �, Ij� ',�' µaa. b` ..'ems r,. _ -� s'.,�,..df "`r*I� t ', ''' of N .ky r („5�,� y 4 n 1 6 � .+a'� �+ � s"� i, r,� h4.• � , y r � �_,� Ste`. o. �`'"� s'��^+� 'f9�* I .. .:.s{w..y; ,� - ,It'"- �q;�,:"1� • ;; +'�sM"f;d••�'`� �, y* ''"� ',`_^.g�' It"� p ,�.r ,"+,r',"• Y - • �' •��s .. ", •-a. :`-"�' vtiac ,- /,.sib; r �� ',�' 4 a. "` �'T'�•sp. -- y �. �:.. :- ..+�. ...� ?}'- �" _i ,g .ifi � { • i yi}:§ 7f Y "�:.• •K • :I a 1:i s' y!y i , , I ,P a { o-' Nr 'I '.- w,+ro# ,,,f r.: •1 .,�i.+�#+..L y _{ ,' �,�1'}y FI rt. dF+./ �, ,y fir I IA S _ � ., + a' -• °. _ ,. '�14;s''}1}' s �M��E1 �;o- �. �. • - r,���• S•± is{... f'.• .. i - • - • --� , v ;ar. •. 3 Y i.. 5• s# e. ." : y h Fr . �.� 4� •-.1' 1 ,$. 1 %f Zp ' a , f 4 i•. 11� - s�� •ter .-} � I )r :a PREMISE OWNER: DESMPTION: i •e JOB NUMBER: • n , • • 1 • CAMARA, . NICOLE RESIDENCECAMARA David LopezComp Mount Type C 350 BkAGGS LN 7.83 KW PV ARRAY MOUNTING SYSTEWI: • i • • h h • • Optronics # PM060MOO-27OW • • • • PAGED. / 129 •11/ ' 111 7742382120 I ' PV • / • • 1 • rlborough. MA 01752 T. h •' h h h i rn e q - r s; s r3 Etn r , ,.Y 2 CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 612 2 2 O O PREMISE OWNER' DESCRIPTION: DESIGN: CONTAINED NOT USED FOR THE CAMARA NICOLE CAMARA RESIDENCE David Lopez BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ' �►����OI� �I�� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 350 .BRAGGS .LN .7.83 KW PV ARRAY r PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE,, MA 02630 THE SALE AND USE OF THE RESPECTIVE (29) AU OptfOnlCS # FM060M00_27OW 24 St. Martin Drive, Building 2, Unit 11PAGE NAME SHEET: REV: DATE T. (650)638 028h, 01752 638-1029 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: F.PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A—USOOOSNR2 7742382120" SATELLITE RENDERING PV 7 b 6/16/2015 (668)-SOL—CITY(765-2469) ,w.,.soIarcity.con, GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND -Panel Number:LC404OB1200 Inv 1: DC Ungrounded = INV_1 —(1)SOLAREDGE ##SE6000A—US000SNR LABEL: A —(29)AU Optronics PM060M00_270W = GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:44000554 Inverter; 6000W, 240V, 97.57.; w/Unifed Disco and ZB,RGM,AFCI PV Module; MIN, 243.1 PTC, MC4, 40mm,BlackonBlack, ZEP, 1000V, 50P 3F ELEC 1136 MR Underground Service Entrance INV2 Voc: 38.5 Vpmax: 31.8 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL E; 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER—HAMMER > MC 200A/2P Disconnect 3 SOLAREDGE DMP 1: 1x14 SE6000A—LIS000SNR2 (E) LOADS AL1 zaov r'------------------- ------- E ——— -- I ' �� L2 DC+ ~ N DC- _ I 4G+ I 35A/2P — --- GND ————————— ———————————————— _EGC/ DC+ jA GEC --- NDG MP 1: 1X1S3 1'3) EGC --------------------- — ------ ---------————— ---*J. ---- , N 1 (1)Conduit Kit; 3/4" EMT o E_/ C__ - I 1 t - - GEC TO 120/240V SINGLE PHASE UTILITY SERVICE I 1 I I I I I I ' PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN • VoC* = MAX VOC AT MIN TEMP OI (1)MURRAY#MP235 PV BACKFEED BREAKER A (I)CUTLER—HAMMER #OG222UR8 /t, PV (29)SOLAREDGE J�300-2NA4AZS D Breaker, 35A/2P, 2 Spaces Disconnect; 60A, 24OVac, Non—Fusible, NEMA 3R A PowerBox Optimizer, 30OW, H4, DC to DC, ZEP —(2)Ground Rod; 5/8* x 8', Copper —(1)CUTLER—�IAMMER DG100NB Ground eutral It; 60-100A, General Duty(DG) nd ( 1)AWG S6, Solid Bare Copper —( 1)Ground Rod; 5/8" x 8'. Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE _ 1 AWG #8, THWN-2, Block 2 AWG 10, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC O (I)AWG #8, THWN72, Red O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=10.66 ADC (1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC (1 Conduit Kit; 3/4'.EMT. . . . . . . . . . . . . 2 AWG 10, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC . . . .-(1)AWG #8,.1HWN-2,.Green :. EGC/GEC (1)Conduit.Kit;.3/47.EMT. . . . . . . . . . O ( # 2 (I AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.42 ADC (I Conduit Kit;.3/4' EMT CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: J B—0 2 6 2 2 2 0 O PREMISE OWNER: DESCRIPTION: DESIgI: -�` CONTAINED SHALL NOT BE USED FOR THE CAMARA NICOLE CAMARA RESIDENCE David Lopez �O'���I BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ' �I„ NOR MALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 350 BRAGGS LN 7.83 KW PV ARRAY TY., PART TO OTHERS OUTSIDE THE REgPIENTS MODULES BARNSTABLE MA 02630 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive,Building 2 Unit.11 THE SALE AND USE OF THE RESPECTIVE (29) AU Optronics # PM060MOO-27OW SHEET: REV- DATE Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVQtiER: v PAGE NAME T. (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE sE6000A—us000sNR2 7742382120 THREE LINE DIAGRAM PV 8 b 6/16/2015 (888)—SDL-111(765-2489) www.solarcity.com 1NARNINGPHOTOVOLITAIC POWER SOURCE WARIN I N G •_ 1/VAR�N I N G ' _ ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD •, • DO NOT TOUCH TERMINATS THE DCCOND'U�CTORS�OF THIS.t - . . TERMINALS ON BOTH LINE AND PHOTOVOLTAI SYSTEM ARE • : LOAD SIDES MAY BE ENERGIZED UNG UNDED,AND PH®TOUOLTrAIC 11.9 IN THE OPEN POSITION MAY BE ENERGIZED .•- • . •_ • • I I OVOLITAIC PPINTi OF �� �• E �NTERCONNECT, IONe - ••- xMAXIMUM POWER-��A ' WARNING ELECTRIC�SHOCK • • POINT,CURRENT(Imp) ••_ hiAZARD DO NOTTO CH ' ` MAXIMUM POWER- a: ' t POINT VOLTAGE{Vmp)� • ffTERMINALS T}ERMINALSON ,BOTH THE=LINE AND LOAD SIDE MAXIMUM'SYSTEMV} MAY BEENERGIZED IN THE;OPEN *VOLTAGE (VOc)_ POSITION FOR SERVICE SHORT=CIRCUIT AAA DE ENERGIZE BOTH SOURCE CURRENT(Isc)_ AND'fv1AINeBREAKER ,. �PV:POWER SOURCE' MAXIMUM AC OPERATING CURRENT � Y� u �,E MAXIMUM PC ;� � ^� , � ,•_ • • � OPERATING?VOLTAGE. � V�:< YV1/A RN I N`G EL°ECTRIC.SHOCK HAZARD, IF'' GROUND FAULT IS'INDICATED •• NORM ALLY,GROUNDED -•' • - • r CONDUCTORS MAY BE CAUTION UNGROUNDED AND ENERGIZED,. `� n. . DUAL%POWER�SOUF2CE�° ••- SECONDISOURCEsIS •. •, " PHOTOVOL-TAIC+SYSTEM �1NAR�N I NG ELECTRICAL SHOCK HAZARD;{ " T \I , • �• • DONOT TOUCH TERMINALS •' ` . CAIJ T I®I� fi TERMINALS ON'BOTHILINE�AND � �� ��� '�� � , ••- LOAD,SIDES MAYBE;ENERGIZED „ PHO�TOVOLTPIC1SYSTEM, • , • IN THEOPEN POSITION CIRCUIT IS B'ACKFED 'ti, , - • DC VOLTAGE IS s ALWAYS PRESENT,WHEN ? SOLAR MUDULES'ARE EXPOSEDTOaSUNL'IGHT ••" • • CONNECTION x ' DO NOT RELOCATE AZ ' �' ®ISrC®NNEC�T ` "- DEVI'GE OPERATING CURRENT ,° ••. `MAXIMUM, .• V ', ••1 '• '• • • • OPERATING VOLTAGE$ 30S5 CJearview� :7 1 1 1 '• 1' 1 • 1 1San Mateo,CA 94402 Label1 ' 1 1 1 1 1 1 1 1 • 1 1 i 1 1 1 1 ''^SOIafClty ®pSolar Next-Level PV Mounting Technology "!^SolarCity ®pSolar Next-Level PV Mounting Technology Zep System Components for composition shingle roofs ,.. Up roof 6ioend Zep. - Interlock_ -. levNimJ Font '-'_•---: `� .'' zep comPat w PV".wt. A_;: - f•-•'� . Aiiay Skirl - - ti °<,n Description PV mounting solution for composition shingle roofs coMPPT Works with all Zep Compatible Modules • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules Auto bonding UL-listed hardware creates structual and electrical bond U� LISTED Comp Mount Interlock Leveling Foot Part No.85O-1345 Part No.85O-1388 Part No.850-1397 Listed to UL 2582, Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 C�V 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 ETC listed to UL 467 • Zep System bonding products are UL listed to UL 2703 Engineered for spans up to 72"and cantilevers up to 24" Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services.Zap Solar's sole warranty is contained in the written product warranty for - This document does not create any express warranty by Zap Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely - responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. - responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps;zspats.com. 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 1 of 2 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 2 of 2 Soar S��ar+ �ooSolarEdge Power Optimizer - 00 � ', w'"" F Module Add-On for North America P300 1 P350 / P400 SolarEdge Power Optimizer Module Add-On For North America ,' ,v . " P300 P35o e490 - �+' - (for 60-cell PV �� (for 72-cell PV `"(for 96-ce11 PV m' - modules) modules) modules) I P300 / P350 / P400 jINPUT s � " Rated Input DC Powers f 300 350 400 W �" .............. ........................................................................... ............. .... ......... .... ,, ;, - Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc MPPT OPerating Ran.e...................................:. ........8.:48.....................8.-60............. 8-80 " Vdc .......... ...... 4, r i �� ) 4 `�+�® Maximum Short Grcuit Current(Isc) 10 ....._....."... .... ... . rMaximum DC Input Current 125..."....... .., ......".. ....Adc 'i' iPi - Maximum Efficiency 99.5, .....% /` �-.r - Weighted Efficiency 98.8 ............................................................................................................................................................................ Overvoltage Category II -. )OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current 15 Adc ...................P.........g.............................................................................................................................................. Maximum Output Voltage 60 Vdc f !OUTPUT DURING STANDBY(POWER.OPTIMIZER DISCONNECTED.FROM INVERTER OR INVERTER OFF) _ Safety Output Voltage per Power Optimizer 1 - - Vdc - )STANDARD COMPLIANCE -_ 1 f.+�'� '� EMC FCC Part15 Class B IEC63000-6 2 IEC61000 6 3 �"'-' ,f 4 - Safety IEC62109-1.(class II safety)_UL1741, RoHS Yes _ f (INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc ii - ........ .. .. 141x212x40.5/S.SSx$.34x1.59.......... mm/ins „+ ,' Dimensions(W x L x H) ,r = `., Weight(including cables) ................. ............950/Z'1... ......... gr./lb... MC4/Amphenol..Tyco Connector.................... ........ .................... ... ... .... .......... ........... Double Insulated;Amphenol P.. .....Y? ....................................................... zx°`- "' Output Wire Length 0.95/3.0 ............... ...... ...../.... "�trrr �,.. Operating Temperature Range .......................... .. ........................................ .. RelativeHumidity.........................................................................................0 100.........................................%...... _. /*fX• d` i�r+` �t�aMed SIC pawe th.module.Moduleof up tp s.power IM..<e 11-d -� f PV SYSTEM DESIGN USING A SOLAREDGE . THREE PHASE THREE PHASE_ __ . i (INVERTER .�s:. - rs A. ,: SE c: 208V ::v,,.e. '.''480V SINGLE PHA PV power optimization at the module-level Min imumstringLengtn(Power0ptimRers) a 10 18 Up to 25%more energy Maximum String Length(Power Optimizers) 25 25: 50 - ....................................................................................... .... MaximumPowerperString ...,... 5250....................6000.....".......,......12750........... W - Superior efficiency(99.5%) ..............Strings o..Diffieren...........r Ori.matt.................. . .......... Parallel Strings of Different Lengths or Orientations Yes _ - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading - Flexible system design for maximum space utilization - - FasL insldllafiun with a single bolt a `d, .' '. ''"s^ yam,+ = t, ni. 7-71 _- - Next generation maintenance with module-level monitoring - Module-level voltage shutdown for installer and firefighter safety - - t TGt � � �r USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA WWW.SOIaredge.u5 �` + �ialmvJl. solar ° 0Wo - Single Phase Inverters for North America solar=oo �,f~ ©Y-� "° SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ SE7600A-US/SE10000A-US/SE11400A-US ' " SE3000A-US SE380OA-US I SE5000A-US' SE6000A-US ISE7600A-US SE10000A-US SE1140OA-US 'OUTPUT:= " ,.� ry .n �"w*'"� • " �",.9�d.+w" �,�- ,n�1�'. • "`� � 9980 @ 208V - SolarEdge Single Phase Inverters Nominal AC Power Output 3000 3800 • 5000 6000 7600 10000@240V 11400 VA i` Max AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA For North America ......... ...... ... .545o@240... .... ......... ... . ........ 11)95D@240V. .................. 109 i AC Output Voltage Min:Nom:Max. _ 1 - - - ... ... ..................................... ................................ ................. ................ ................ ..........✓........ .................. ........... SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ AC Output Voltage Min:Nom:Max.* lid I, �� �II'�� III SE7600A-US/SE10000A-US/SE1140OA-US " 211-240-264Vac AC Frequency Min,Nom;- 59.3-60-60.5(with HI country setting 57-60-60.5) ..Hz..•.. @ 208V �. Max 24 48 @ 208V Continuous Output Current 12.5 16 25 32 47.5 A 21 @ 240V 42 @ 240V GFDI Utility Monitoring,islanding Protection,Country Configurable Yes " • "" A'yerte, Thresholds '` qq q'S ice FINPUT''° -° *^- ••*^+'-• `'^••--•*.«t{/m 14 ` `a 'Recommended Max.DC Power*" 3750 4750 6250 7500 9500 12400 14250 W ��WaRaotY •(5TC)................................... ................ ............... ................. ................ ................ .................. .................. ........... w , ,», Transformer less,LlR rounded.......• Yes a 7Aah.., .......................................................................................... .... ... Max Input Voltage 500 Vdc Nom.DC Input Volta ge••••••••..••... .......•••••• •••.._..•..• •••• •••.325@208V/350@240V .........•.•.• ... Adc 15.5 @ 240V I 30.5 @ 240V Max.In ut Short Cir�u.it.CV.r.re.int 30 45 Adc .......p............................... ................................................................... ................................. ....... .Reverse-Polarity Protection Yes ............ '.......................................................................................................................... ........... '"^ Ground-Fault Isolation Detection 600ko Sensitivity Maximum Inverter Efficiency.......... .....97:7..... .....98?..... ......983...... .... 98.3...... .._.98.. ... 98 98 . ... ....%..... • �� 97.5 @:208V •••97 @ 208V•� ............. . • CEC Weighted Efficiency 97.5 98 97.5 97.5 97.5 % 98@.240V 97S@240V.• .................. ........... Nighttime Power Consumption <2.5 <4 W ?ADDITIONAL FEATURES - -„ - _ __ ,:.-• Suppo rted Communication Interfaces R..... RS2.. Ethernet ZI Bee(optional) Revenue Grade Data ANSI C12.1 Optional ?STANDARD COMPLIANCE _ .r•wl" •' pr nxa t Safety... U1.1741 UL1. .. . . .. ... CS.. ... •••••••••• ......, .. ............ 4 j ' Grid Connection Standards IEEE1547 .......................................... ....... ..................... .. .. .... . .. .. . ed", Emissions FCC part15 class B I INSTALLATION SPECIFICATIONSi.size.AWG range •... mmlmum/24 6 AWG 3/4 minimum/8-3 AWG .. .... .. ...... .. .... ..... .......I' DC input conduit size/#of strings/ 3/4"minimum/1-2 strings/24-6 AWG 3/4"minimum/1-2 strings/14-6 AWG AWGrang............................ ................................ .................................. ......:.... ................ .. Dimensions with AC/DC Safety 30.5 x 12.5 x 7/ 30.5 x 12.5 x 7.5/� 30.5 x 12.5 x 10.5/775 x 315 x 260 m/ •.:,.� •. .:.-. .: - _Alt i' Switch(HxWxD)....................... ........i/S x 31S x 172...... ......775 x 315 x 191...... ...... ..... .... . . ...... .................. .!T!!T! ... Weight with AC/DC Safety Switch..... ... 51 2/23.2.......... .. 54.7/•24.7........... 88.4/40.1 .Ib/.kg... Cooling Natural Convection an Fs(user replaceable) ' - Noise ...... .. <25 ....... ..........<50.......... .... .. •dBA.... The best choice for SolarEd a enabled systems -Max.Operating .... era?....... . ..to+1 ../-25to+6....ANve /' g y � Min.Max.Operating Temperature 13to+140/-25to+60(CANverslon**** 40to+60) •F/•C - integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Range ••••.••.........•••..••••• Superior efficiency(98%) Protection sating NEMA 3R ..... •For other regional settings please contact SolarEdge support Small,lightweight and easyto install on provided bracket "Limitedto 125%for locations where the yearly average hightemperature is above 77•F/25•Candto 135%for locationswhere itis below77 F/25 C. - For detailed Information,refer to htt-// solaredge.us/flles/odfs/qnerter do oversizing aulde.odf _ Built-in module-level monitoring A higher current source maybe used;the inverter will limit is input current to the values stated - .. ••••CAN P/Ns are eligible for the Ontario FIT and microFIT(microFIT en.SE31400A-US-CAN). Internet Connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only - Pre assembled AC/DC Safety Switch for faster installation _ > •� x g ,,t, ) # R Optional-revenue grade data,ANSI C12.1 _ sunsaE� _ USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-ISRAEL wy(/Vy,50ldfedge.US .• .: . . w ' GreenTriplex PM060M00 (260 270Wp) GreenTriplex Electrical Data Dimensions mm[inch] y 1 Typ Nominal Power PN - 260 W 265 W 270 W From View 983 RighcVlew -H-[i0 PM060MOO 571 Typ Module Efficiency I .4 % 16.4% F= 16 8/ - 38.70) I I ._ - - _ - c d " Typ.Nominal Voltage Vn,p M 30.8 31.3 31.8 Typ Nominal Current I.,(A) { 845 848 850 Mono-Crystalline - - - - _ - - Typ Open Circuit Voltage Voc(V) 38 0 38 2 38 5 Photovoltaic M o d u I e '�» F -► '" '1N~ [ jTYP Short Circuit Current Isc(A) Y 8.96 - r +- .w .,� � �*...•.. Maximum Tolerance of PN 0/+3% (w s2 .r .. .w ++.. .+. t 1 r_ _—_ _ l _ w__ ) •�,�',' +rJ ..��s� �►_ .�. ,� •+r..r•.n .,., •Above data are the e8ectiv.measuremem at Standard Test Conditions(SrC) e y Ow�'�Q� •.4��..�, 4w4 .,•„ ,�,4.,,a •Sfe irradiance I OI dam am spectral values hick a 15,remr basic 2-5 u 2•C,s accordance wnh EN lemnce3 `# .wit "`�"' �"' •'" 'aw+:�' ' Power Range •The green elecmnl data are nominal values which account for basic measurements and manufacwring wlerences of 310%,with the �I''�!'i�` aao +,,o•s. "'� Mr' g exception of Pu.The classifications is performed according to P. _ •Q 260 270 Wp _ •270W modules will be available from Q2 2014 �''}"`i se�`.,,g• `"-�4i.�». .wr. ,,,�,.",�.' ^a1i. .. - .. .,ram w *�,.,""".�"" •' ,`w."a � .,, O Temperature Coefficientfl slls, +"'� i NOCT )" '46 t 2 oC.. i ----- ---- lu w+`"` -a Typ Temperature Coefficient of PN Ir �044 q/K I " +ram •� Highly Strengthened Design I- • f!- _ _ ] 928* S•••) sue•• $n '¢- "' - Back View [928* I s'` s"* ♦ �„�'" Typ Temperature Coefficient of Voc 0 30%/K ) Diamnce be wem wo Mountlng Hole) •' S •.r*�°'�•'' 'raa'..� +...• •• Module complies with advanced loading tests to y _ - - _: - _ - .__ _ _ -_ - - _ __ _ .. * •� '1�^" 's'`ma's" `"•"'' " +n.-a • 4 �� t1A,•• i,'ww'it 5fa*ih'Lwi.•'r*w.p�` CII,I` AC1CC - .•N_Temperature u..r_e_C._o_ef cientof._I.s c -�006%-/-y Kmeet 2400 Pa loadingrequirements .. ..._.....��.�..- .-..r_..... T [0I.L4551328.,. junction Box OCNom Operation CellTempem m,tneasunngconditims:iradame800W/m',AMI.5,aircemperawre20°C,windspeed l m/s [I2.91] } Mechanical Characteristics [sr n IP-67 Rated Junction Box '• >"/'.r> ' �'�+" IP { Dimensions(L x W x H) xt 1639 x 983 x 40 min(64.53 x 38.70 z 157 in) T -_ r it _ a1./t►'AC r• Advanced water and dust proof level - - - " - - - Iz00 3s • t �i .• fi , �4�� r�,�+a1a.• 67 _Weight= - - - 19Skg(43 lbs) E47.24] [I 3a1 t _ T _ Front Glass High transparent solar glass(tempered),3.2 mm(0 13 in) T 4 [38�0] __> F A,A Cross s van Cell 60 monocrystalline solar cells 156 x 156 mm(6"x 6 Integrated Racking Solution ( Mnunnng Cell Erica sulation g EVA ' - _P w__..,:. « ..:o, .�__ .,.. ! Holes x 4 •�• -4,�w� ,,I '411p'gi '"t ® Simplifies installation process and reduces labor L "`:°" 'm t•� ��'�`� ; costs Back Sheet j Composite film(Black) [j9 •" _ Frame Anodized aluminum frame(Black) function Box + IP 67 rated with 3 bypass diodes -r ng + 'tyR•'�.• �' OMPgT _ Connector Type&Cables. f MC KST4IKBT4:1 x 4 minx(0.04 x 0.16 in'),Length:each 1.2 m(47.24 in) Groundi Holes x . .( ' t'� �4Sc •e�� __. _.- _. _ _ - - —_._ v _.. I-V Curve M+�+It• �� *,f�`.., „'11 T , Pv CYCLE - IN curve vs dill.irradiance ,� ,� A yA Operating Conditions •, "'.".�`"n'sat4atic.*+"+, +w' '-t„u. +y 1@..' V CbMPPr - � t - e.o 1000 W/m=..- I rd. O eratin temperature 40 +85 C Y l7.0 r. *'■*vatq-,�'3, ?' ��L� _+ � - Ambient Temperature Range -40-+45 C j a b.ow/m= ( i 5.0 Max System Voltage UL IOOOV _ Serial Fuse Ratin 15A - g 3u soo w/m= M "'+ =s�o 4 v��- t 1, ^",P ■ g 400 w/rn• x p Maximum Surface Load Capacity . Tested up to 2400 Pa according to UL 1703 ( ao _'� ""„'` ww+'Ya , ",':a';' . 8' ' _„..-.....__ .._ u�....•..,...... _ i.o. 200 wlm= i of Warranties and Certifications °00 s to 15 20 is 30 3s 40 ss C rent- € • -x u yr��. Voltage - Product Warranty - Maximum 10 years for material and workmanship _ •, �-'; '%'r"+' 'ti-` , +,,tc+r,;/[�-,■ - - 'v= - --• "-_ _ '"' - - Current/voltage characteristics with dependence on irradiance and module temperature. Performance Guarantee Guaranteed output of 90%for 10 years and 80%for 25 years j },,,,'t{! Certifications According to UL 1703 guidelines,Fire Rating Type 2*z • r w i M `'i`++ Ott�r p,9r 't - - 4 "1:Please refer w warranty I-f..r d.tail - +�aw• ram, 0 ".at :! "2:Please confirm other certifications with official dealers Packing configuration Container 20 GP , 40'GP 40'HQ i Pieces per pallet - 26 26 j 26 ", 4 Pallets per container 6 14 28 Pieces per container 156 •364 _ 728 Dealer Stamp I - � • AU Optronics Corporation No.I,Li-Hsin Rd.2,Hsinchu Science Park,Hsinchu 30078,Taiwan I_. Tel:+886-3-500-8899 E-mail: enQSolar@auo.com www.BenQSolar.com r.. ? t - BenQ BenQ !'. -S o f ar BenQ Solar is a division of AU Optronics This daash.et I,pri—d with soy Ink Solar ARM0 Copyright May 2013 AU Optronlo Corp.All rights reserved.Infomadon may change without nodce.