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10181553_1859 RED FOX - Plan (2)
Lu 9.07kW DC ROOF MOUNTED PHOTOVOLTAIC ARRAY FOR THE DOAN RESIDENCE General Notes Sheetlndex 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST CALIFORNIA CODE OF REGULATIONS (CCR), NATIONAL ELECTRICAL CODE EDITION AND ALL APPLICABLE LOCAL CODES AND REGULATIONS. (Construction shall comply with 2013 CBC, CMC, CPC, CEC) 2. ALL PANELS, SWITCHES, ETC. SHALL HAVE SUFFICIENT GUTTER SPACE AND LUGS IN COMPLIANCE TO UL REQUIREMENTS TO ACCOMMODATE CONDUCTORS SHOWN PV1 Cover Sheet PV2 Details PV3 Roof Layout / Plan View PV4 Single Line Diagram PV5 Typical Signage Cut Sheets 3. WHERE WIRE SIZES ARE INDICATED ON PLANS FOR INDIVIDUAL CIRCUITS, THE WIRE SIZE INDICATED SHALL APPLY TO THE ' COMPLETE CIRCUIT, UNLESS OTHERWISE NOTED.Spec Sheet - (37) Sunpower SPR-245NE-WHT-D Modules Spec Sheet - (1) Power-One PVI-4.2-OUTD-S-US-A Inverter 4. CONTRACTOR SHALL EXTEND WIRING FROM ALL JUNCTION BOXES, SWITCHES, ETC. AND MAKE FINAL CONNECTIONS AS REQUIRED (1) Power-One PVI-3.8-OUT[)-S-US-A Inverter TO ALL BUILDING EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS.Engineering Report 5. DRAWINGS AND DIAGRAMMIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED. FOLLOW DRAWING AND LAYOUT WORK AND CHECK DRAWINGS OR OTHER TRADES RELATING TO WORK TO VERIFY SPACE IN WHICH WORK WILL BE INSTALLED. MAINTAIN HEADROOM AND MINIMUM CODE REQUIRED WORKING CLEARANCES AT ALL TIMES. 6. ALL EXTERIOR ELECTRICAL DEVICES AND EQUIPMENT INCLUDING THOSE THAT ARE EXPOSED TO OUTSIDE ENVIRONMENT SHALL BE WEATHERPROOF TYPE NEMA 3R 7. DISCONNECT SWITCHES SHALL BE MOUNTED ON INDIVIDUAL SUPPORTS, OR OTHERWISE DIRECTLY ON EQUIPMENT, PROVIDED NO MODIFICATION TO EQUIPMENT IS NECESSARY. 8. ALL ELECTRICAL MATERIAL SHALL BE LISTED BY "UL" FOR THE TYPE OF APPLICATION AND "UL" LABEL SHALL APPEAR ON ALL ELECTRICAL EQUIPMENT. E LU Address:auoud Design Criteria Planning Criteria BUILDING CODE DATA APN #:412-521-42 (E) Occupancy Group R-3 No. of Floors: 2 .C 9 62 + 68 (E) Type of Construction V-B 0' (E) Sprinklers NO Eg@ gPANEL UPGRADE NEEDED? NO O 8.2 z Z H w Oolt O 8 Ego60'0 - 0 -- -- CD O ./ 21 9. WIRING METHOD SHALL BE EMT ABOVE GROUND MOUNTED IN CONCEALED SPACES (UNLESS APPROVED OTHERWISE) AND SCHEDULE- 40 PVC FOR BELOW GROUND INSTALLATION UNLESS NOTED OTHERWISE.Existing Single 10. AN OSHA APPROVED LADDER PROVIDING ACCESS TO ALL PORTIONS OF THE ARRAY SHALL BE SECURED IN PRIOR TO Family Residence REQUESTING INSPECTION. · 11. SMOKE ALARMS AND CARBON MONOXIDE DETECTORS WILL MEET THE NECESSARY REQUIREMENTS PER CRC R314, R315 1 12. UTILITY COMPANY WILL BE NOTIFIED PRIOR TO ACTIVATION OF THE SOLAR PV SYSTEM.i 9/ j 13. ALL EXTERIOR CONDUIT PAINTED TO MATCH EXTERIOR SURFACE. (IF APPLICABLE) 1 01 14. NO PLUMBING, MECHANICAL OR BUILDING VENTS TO BE COVERED OR OFFSET AROUND ARRAYS -Solar Array 9,lank 4 Ki/'0*na,1 .1 El.,C'.1,0".AW I , t l C] 0 0 Revision/1 GUY OF SANTA ANAuhJLJ - . E.* A..fu.-2 - 01 I .0F.....I- 4 *,Sc-1 · . f -01 .- . i1 i .4.4, 0 . 1 E.le¢.1,=h.-2.-4-1 <g- Main Service Panel I 1 :I .......EW.I.= 4, -W-P' 5_r WtdI•2.1 : ,?.1 - f Fd,4 5 "¢9-- 1 AC Disconnect i ''*i 1 - :*353*Udz=ZE'- 1 -Sunrun Metera." =- a . A.Subpanel54...."A .1/Inverters „ 1 4/. 4-- - \2 ryle»0.- PCL'UL ' dk, t·LiW.cA- f : 1 WM,U4ell,0,·d . 1 -".I I r. ,de 1 8 <; 7\ . . 4 / 4li... .45Wk/*lie r ... fur K -"24 SIN.n, - f '»L Ce_ ED Driveway 60' Q John W,ne W Red Fox Rd/1 -1 7 1 Project Doan Sheet 05/21/2014 Vicinity Map Site Plan 1} scale As Noted PV1 Scale = NTS Plan North Scale: NTS Plan North Drawn By JR / DA - \ 6%_a Date 1 9.1 KW DC PV SYSTEM t/) m 1 REQUESTED LOCATION >R 37 245W Solar PV Panels UU m Sunpower SPR-245NE-WHT-D 1*m 4>ti 00 00 0 0 0 O. 2" x 10" Rafters -@ 24" O.C. Attachments at 48" 1 Tammy Doan Residence 1859 W. Red Fox Rd Santa Ana CA 92704 C M= 1.4 I22<0 Address :auoud ·1!=u.j ,tem Unirac Solarmount 0-- -0 0 Railing-- / . _Quickmount PV Roof Attachment 20 90° E 20° 10 180° S 20° r- X.43 -.-0 O - -/O 1 -0 0 @ 7 180° S 20° PLAN VIEW 0-00 0 @ 00 | 0-00 0 0 0 Junction Box-=O 0 0.-O l" EMT conduit r-1-1"-3" above roof 0/ I surface00 0 0 711 0 0 0 0 0 0 0 0 0 3' 0 0 0 0 1 1 1 9 C 0 Driveway 0 - Eli 0 X.1 ; 0 1 1 1 \\% \ 3'Setback l V:1 1 6 1 6 1 \3¥ \\\ 1 1 7-70\. 1 hAI Z 1 \. . Main Service Panel AC Disconnect Sunrun Meter Subpanel Inverters 1 1 1 1 Project Doan Sheet Date 05/21/2014 W Red Fox Rd scate As Noted Drawn By JR/DA 1 0(4<.*)9 z Sm 0 Property Line A l 1 INO. rrevision,issue uate exp. Ul-01-10 .-. 1 . 11.WWW-W-I/¤1 1 1-"VW- ' 36**b- 6 9 frY 1 3 3-7 40 96 24 10 It 533 t P . Subflashing Waterproofing Method: Three-Course QBase Universal Tile Mount I QMUTM Installation Tools Required: gloves, hammer, brush, roofing nails, roofing cement, trowel, roll of reinforcing fabric, sealantcompatible with roofing material Additional Dimensions 1il -THIS EDGE TOWARDS ROOF RIDGE Post 01.25 11 50 2.50 1800 . 04.00 - 4X 0.32 THRU (CLEARANCE _ FOR 5/16" HARDWARE) Gather materials needed.Clean away dust and debris around QBase.Apply a bead of sealant in the shape of an upside down U on the backsideof the subflashing. - 9.00 - 0 -THIS EDC[ TOWARDS ROOr RIDGE i E-- L14 1/-17 1 Install the subflashing over the post making sure the edge closest to the cone is on the downhill side. While cement is still wet apply 3 pieces of rein- forcing fabric strips where felt paper and flashing meet - a 14" strip along the top, and a 10" strip along each side. 1l #0 7,1010.00 - 1.50 QUICKWU 3.45 .50 Fasten the subflashing into place with two roofing nails, one in each top corner. Afterfirst layerof cement is dry apply second layer over reinforcing fabric to finish waterproofing of subflashing. Apply 1/8" thick layer of roofing cementaround the top and sides of the subflashing with at least 1" ex- tending past the sides of the fiashing onto the felt. Layer should be about the thickness of a nickel. . ----- i You are now ready to proceed-with your top tile flashing installation·(steps'7-8 on,7 page 2). Digital installation instructions are also available at our website: www.quickmountpv.com/support/ downloads.html For more information on tile roofing best FprGctices and code compliance visit the L Tile Roof Institute's website: www.tileroofing.org i It TOP FLASHING (ITEM 5)L.03 9.0( 1 - 4.50 - • 9.00 - 1 1.81 ·02 - QBASE SUB FLASHING (ITEM 4) PROnIETAIT AND CON I ID[NTIAL IHE ,!FOPM A HO N C ol n AINED 1,1 i l e; DRAWING I THE SOLE PRO PERTY OF QUICK MO UNT PV. ANY REPRODUCION IN PART OR AS DO NOT SCALE DRAWINGA WHOLE WIIHOU, 1,€ WRITIEN PERMISSION OF QUIC, Mour.1 PV 6 PROHIBI,ED. 5 4 3 QBASE (ITEM 2) AND POST (ITEM 7) Quick Mount Py TITLE: QMUTM: QBASE UNIVERSAL TILE i MOUNT UNODYAEBW -AU 1 DAWN BY: - RAD [ t ]i SIZE TOLERANCE5: · r, . DATE:10/1/2013 ,FRACTIONAL: 1/8 ,1TWO PLACE DECIMAL z.18 -1 - 1 , THREE PLACE DECIMAL z.125 ISCALE: 1:8 1 WEIGHT: 2.26 SHEET 2 OF 2 | - 1- T 1/ . 2 1 Quick Mount Py Bl 7.2.3-4 Oct-2013, Rev 6 Bl 7.2.3-4 925-478-8269 • www.quickmountpv.com • info@quickmountpv.com Oct-2013, Rev 62700 Mitchell Dr., Bldg 2 • Walnut Creek, CA 94598 ©2013 by Quick Mount PV. All rights reserved. .I\__LA-_Tr - iMe- 3 ot 4 4 of 4 QBase Universal Tile Mount I QMUTM QBase Universal Tile Mounting Instructions Subflashing Waterproofing Method: Lapped Paper Installation Tools Required: tape measure, drill with 7/32" bit, drill or impact gun with 1/2" deep socket, caulking gun and sealant DESCRIPTION QTY.NO.Nt JMBFR compatible with roofing material, 30 Ib felt paper, whisk broom, roofing bar, angle grinder with a diamond blade 1 2201 CAP SCREW, HEX HEAD, 5/16"-18 X 3/4" UNC-2A, GRADE 8 1 2 1110 QBASE, 1-1/4" ID, FOR 5/16" HARDWARE. A360.1 CAST AL 1 WARNING: Quick Mount PV products are NOT designed and should NOT be used to anchor fall protection equipment. 3 2309 LAG SCREW, HEX HEAD, 5/16" X 3% ZINC 2 4 1501 SUBFLASHING, SPUN CONE. QBASE, 9'*9'1.020". 3003 AL MILL 5 1310 FL ASHING, SPUN CONE, 18"X 18"X.032", 3003 AL. MILL 6 2990 COLLAR, COUNTER FLASHING. 1-1/4" ID EPDM 7 5316 POST, 1.25" OD X 6.5", 6063-T5, MILL 8 2104 WASHER, SEALING, 5/16" ID X 1-1/4"OD. EPDM BONDED SS 9 2101 WASHER, FENDER, 5/16" ID X 1" OD, 18-8 SS 10 2108 WASHER. SPLIT-LOCK, 5/16" ID, 18-8 SS 11 2203 CAP SCREW, HEX HEAD, 5/16'118 X 1" UNC-2A, 18-8 SS ;,?AL 1,an*.An i 77739 1 1 Ch 1 1 1 I 1 1 1 1 Remove tile at selected location of mount.Locate and mark center of rafter. Clean felt paper Use a straight edge and measure up 6 5/8" from bob i with hand broom.tom of tiles to center of the mount overthe center 1 of rafter. AVAILABLE IN MILL, CLEAR ANODIZED, AND BRONZE ANODIZED FINISHES. STAINLESS STEEL LAG SCREWS INCLUDED WITH ANODIZED FINISHES. Quick Mount PV TITLE: QMUTM: QBASE UNIVERSAL TILE MOUNT nOMIETAR, AND CONFIDENT,At:*--m:NRA'-.-m;62.4,2-9.'r7%0:A@..OUNIPV. AN,REPROOUC™,NPARTORAS UNLESS OTHERWISE SPECIFIED: DIMENSIONS ARE IN INCHES TOLERANCES: - FRACTIONAL: 1/8 DO NOT SCALE DRAWING 'IWO PLACE DECIMAL 1.18 THREEPLACE DECIMAL :.125 4 SIZE DRAWN BY: RAD ' REV i A [ UTE: 101 1/20-G i 6 SCALE: l:8 |WaGHT: 2.26 SHEET I OF 2 5 4 3 Ultimate Load Capacity 2 1 t Align QBase (item 1) over rafter center and drill two %2" pilot holes. Fill pilot holes with seal- ant compatible with roofing material. Place grade-8 cap screw (item 2) under QBase in hex slot, threads pointing up. Lag QBase into rafter through pilot holes. Install subflashing (item 5) in either the lapped paper method explained on this page or the three- course method explained on the next page. Take care to do a quality installation. When using the paper method, slide subflashing under felt overlap orcut an additional piece of felt paper 18" wideto slide underthe course above, and over the primary flashing of the mount.This is essential for properwaterproofing. Average values based on failure tests results in Douglas Fir Test Setup Source: AME Report 111316C, 7/5/2011 Please note: 1)The ultimate load is NOT thesameas allowable load. Ultimate load isthe load atthe pointof failure. Since pointof failure isusually heavilydependenton the roof itself, allowable load should be calculated by the responsible engineer using the appropriate factor of safety for that job. 2) Thread must be embedded in a rafterorotherstructural roof member. 3) See IBC for required edge distances. Ultimate Load Capacity [lbf]Rafter moisture content (96)Rafter specific gravity Failure Mode You are now ready for the rack of Pullout 3031 20.9 0.436 Lag Bolt Pulled Out yourchoice. Follow all the directions Shear Parallel to Rafter 803 13.8 0.438 Lag Bok Pulled Out of the rack manufacturer as well as Shear Perpendicular to Rafter 583 16.5 0.451 Plywood buckled/ Lag the module manufacturer. Bolt Pulled Out All roofing manufacturers' written instructions must also be followed by anyone modifying a roof system. Please consult the roof manufactur- er's specs and instructions prior to touching the roof. uick Mount Py RESPECT THE ROOF With a diamond blade on a grinder or skill-saw, cut tile to allow post to pass through. Place cut tile back in position. Insert post (item 3) and tighten into place. Install the 18"x 18" flashing (item 6). Pre-bend the flashing to follow the contour of the tile if curved. Apply sealant where post and flashing meet, and install EPDM counter flashing collar (item 7). Be sure to seal off the post from weather exposure with the racking hardware (items 8-11) in the in- terim before racks are installed. B17.2.3-4 Oct-2013, Rev 6Bl 7.2.3-4 Oct-2013, Rev 6 1 of 4 2 of 4 *mE]Imilljam ImIUE omM12**Ial*xm mI*adxm¤iMI@ G*g*1£3mJolixm 0*gwz*m*Ki*Q1:*TAO[•11;-419,1!,rllliililljill PV!-3.0-TL PVI-3.6-TL PV'-3.8-TL PVI-4.2-TL GEI\IERAL SPECFICATIOI%IS The most common residential inverter is the ideal size foran average- sized family home. This family of sinale-Dbase srrina Inverrer eompiemenrs me rypleal number or roorrop solar panels, Allowing nome-owners to ger ine mosr emelent energy narvesring Tor me sizeotthe property. I his rugged outdoor inverter has been designed as a completely sealed unit to withstand the harshest environmental condmollf. one of the key benefits of the Uno family of single-phase inverters is the dual input section to process two strings with independent MPPT especially useful for rooftop installations with two different orientations (ie East and West). The high speed MPPT offers real-time power tracking and improved energy harvesting. The transformerless operation gives the highest efficiency of up to 97.0%. The wide input voltage range makes the inverter suitable to iow power installations with reduced string size. r , 4,a-·4• '.Lf i. L ..111,.,.4- 1 11. E J 4.'10•**neo Nominal Output Power W Maximum Output Power W Rated Grid AC Voltage V Input Side (DC} Numbc, ulli,Jcpe,ide,ilMITTChurn,el, Maximum Usable Power for Each Channel W Abiulute MijAilltuln Vullage (Vindi) V Start- Up Voltage (Vstart) V Full Power MPPT Voltage Range V Operating MPPT Voltage Range V Miwimtim A,rrent Ilrlrmawnnr hnth MPPT in Parallel 0 Maximum Usable Current per Channel A Mal,imw m G horl Gircuit Gui·rent LM·..1 pir (1.6 mci A N mhpr nf Wire I anrlino Terminals Per Channel ArraY_Wiringlermination Oulput Side (AC) Grid ConnectionType AdjustableVoltage Range (Vmin-Vmax) V Grid Frequenjy Hz Adiwitable gridneguen,vioilge _ _ -™ Hz Maximum Current (lacmax)All Power Factor Total Harmonic Distortion At Rated Power % Grid Wiring Termination Tvoe L Pritaitlin 96·.·iia; Input WAIIA"PA WAIWily 'lw•'26"MaB„ v,lin, rmill!,Mho, I PV Array Ground Fault Detection 1 Ou,Mul Artti !,lan,ling PI·e'gldin Clieitial AC OCFD Railliy Over:Vnltage Pmtertinn Type :faliency Maximum Efficiency r . 9% . CEC Efficiency 96 Uperating Performance Nigh,Time Consumotion WE,Al Stand By Consumption WRMS Lommunication User-Interface Remote Monitoring (lxRS485 incl.) Wired Local Monitofing jlxRS485 incl.) Wireless Local Monitoring Environmental Ambient Air Operating Temperature Range 'F (°C) Ambient Air Storage Temperature Range °F {°C) Relative Humidity 96 RH Acoustic Noise Emission Level db (A) @1 Mi,UmiWi'ODWit[Ag'Allitude'without Derating tt(m) 1 Mechanical Specmcations Enclosure rating Cooling. Dimensions (H x W x D)in (mm 4194 3000 3600 3300 3800 4200 3000 33002 33002 3600 40002 4004 3300 3800 " 42002 4200 460oz 460F 208 240 277 208 240 277 208 240 i 277 208 240 277 1.1411 02000300030003000 600 200 (adj. 120-350 ) 165-630 120-530 140-530 i46·&6 0.7xVstart-580 {>= 90V) ?n 37 37 31 111 16 16 | 16 1 2.5 1 1.-Zo.0 IO.0 7 per; Tprminal hlnrk Prpmrp flamp AWfilf)-AWr, 10/2W Split-10/2W 10/2W 5plit·10/2W 10/2W Split-10/2W 10/2W Split-10/2W 0/3W 0/3W 0/3W 0/3W 183-228 | 211-264 | 244-304 183-228 211-264 1 244-304 183-228 211-264 244-304 183-228 211-264 244-304 60 57405 14.5 | 145 | 12.0 | 17.2 16.0 16.0 | 16.0 | 16.0 | 16.0 | 20:0 | 20:0 | 20,9 > 0.995 <2 Terminal block. Pressure Clamp AWGIO - A\Nd,4 B. ....Yori&ri.@for-,·n,1,·Ic,t',r,fl._ .- . Pre start-uo Riso and dynam ic G EDI (Requires,floating Arfays) 1 . . - _-Mccull61.UllICE] 5-IDAguif'FOCE,ti__._ __ I lu ' AU | IO | 23 I LU i LU | LU i al ! LU | 23 ] 25 i 25 1 Varict.r, 7(1..1./1.'G) 97 1 97 1 97 96 <06 <8 16 characters x 2 lines LCD display AURORA-UNIVERSAL (opt.) Pyl-USB-R&485_32.(opt.), PVI-DESKTOP (opt.) PVI-DESKi-OP(opt) with PVI-RADIOMODULE (opt.) -13 to +146-625 to +60) with derating above 122 (50) -40 to 176 (-40 to +80) 0.100 condensing m <50 1 2560 0600 NEMA 4X Natural Convection ) 33.8 x ifi-8.7 (8§9 x 3-25 x 222) 9 Each inverter,is set on igecific grid codes which can be selected in the field • single lihise output 111'.*• Dualinput sections Avith independent MPI?T, allow; optimal,enerqV harvesting trom two sub-arrays oriented iA diffet@ht difettioll'k • Wide input range 1 High speed and precise MPPT algorithm for real time power tracking and improved energy harvesting J, #, Flit 'ettititridV,<urva'41:i#Ufe n!41, err! (!eney at 411 outpur levels :ellsli'fi nti'Qati&16(6'lit; Ari¢1 Btable beftormance across the entire Inbut'061{age and output power range • Outdoor NEMA 43„rated ertcl„os,ure f,„a,,9,ur,re,stri,„t„9d use under any envir,p, nmental conditigns „Il, ...Integrated DC disconnect switch in compliancewith International Standards (-5 Version) , , t• RS-485 communication interface (for 806nettion to' labtop dr ditalogger) Welyll; Shipping Weight Mounting System Conduit Connections' Fc.-¥95!18#11'1.91™59nm,fl 5.fed, IM}littltlrl I.1!Vlit Safety and EMC Standard Safety Approval l.nja!0MI! Standard Warranty Extended Warranty MvdlldUIe IVIUUUIS 4 4 1,0 1 4 1."Mgl. - [b (kq) Wal' I?r@,ket Tra de Biaa KWi {208 1, 1 /09 6,0,1 Rea x 1 -1/413 places side, front, rear) Side: (2) plugged 3/4'openings, (2) Concentric EKOs 3/< 1 ' . Back: (4) Concentric EK05 3/411" I.&.NY _ 25/ fion I ringtarmarlarr (6!niling Arrip) 96 1741,BA-22,2 N, 197,1-01, V61990 1/61§998,.ECC.Bart.1 *1•53 L___ ,CSAu; yeer, 10 years 15&20 • Compatible with PVI-RADIO,MODULE for wireless co,mmunication with,Aurora PVI-DESKTOP • Integrated Arc Fault Detection and Interruption (-A Version) MI»§!MIN -1 Clandard W;th:$1996·fiti.I,m,JW;,I.,1,0.. Standard -With DC Switch and Wiring Box With DC Switch, Wiring box and Arc Fault Detector and Interrupter •All data is 5ubject to change without notice 'Capability enabled at nominal AC voltage and with sufficient DC power avatlable 'When equipped with optional DC switch and Wiring Box Pvl 3.0 OUTD tlf;,¥1<8.,5.OUT6·Uj PVI-3.0-OUTD¥US PVI-3.6-OUTD-S-US PVI-3.0-OUT[)-S-US-A PVI-3.6-OUTD-S-US-A cus r'.'1·5.0©ul'c,·uj P v iv.i•vv I w-u J PVI-3.8-OUTD-5-US PVI-4.2-OUTD-S-US PVI-3.8-OUTD-5-US-A PVI-4.2-OUT[)-5-US-A / #2=1*60411 33 0 ...1 S U N POW E R E 19/245 SOLAR PANEL SUNPOWER E 19/245 SOLAR PANEL 19% EFFICIENCY SunPower E19 panels are the leading eFficiency panels on the market today, providing more power in the some amount of space MAXIMUM SYSTEM OUTPUT Comprehensive inverter compatibility ensure; thal cu@lomeb gon pair the highest- efficiency panels wifh the higheste}liciency inverters, maximizing system output REDUCED INSTALLATION COST More power per panel means fewer panels per install. This saves both time and money. RELIABLE AND ROBUST DESIGN SunPower's unique MaxeonT*cell technology and advanced module design ensure industryleading reliability MAXEONTM CELL TECHNOLOGY Patented all-back-contoct solar cell, providing the industry's highest efficiency ond reliabilily THE WORLD'S STANDARD FOR SOLARTM SunPower E 19 Solui Panels provide today's leading elliciency and performance. Powered by SunPower MaxeonIM cell technology, the E19 series provides panel conversion efficiencies o[ up to 19.7%. The E 19's low voltage lempeiulure coefficient, anti-reflective glass and exceptional low-light performance attributes provide outstanding energy delivery pei peak power watt. SUNPOWER'S I ·11(31 1 [rrICIENCY ADVANTAGE . 5,".9 ..IR .,i THIN FILM CONVENTIONAL sunpowercorp.com c us 019 SERIES ERIES E SERIES MODEL: SPR-245NE-WHT-D ELECTRICAL DATA 1-V CURVE Measured al Standard Tew Conditions ISTC): irrodiance 01100OW/mt AM 1.5, ond cell temperature 25° C 7 Peak Power (+5/-3%)Pmox 245 W 1000 W/m' 0150° C 6 -1000 w/.,,. -1 Cell Efficiency q 22.9 % , 1 « T 5 Panel Efficiency n 19.7 % 4 800 W/49 4 Rated Voltage Vmpp .3 .+ --· -, -40.5 V e Rated Current Impp 2 ;6.05 A 500 W/4 Open-Circuit Voltage Voc 48.8 V 1 Short-Circuit Current 'sc 6.43 A 0 200 W/me Mu,dmunt Sy.Ie,„ gilly' Ul bVV '.1 U IV ,IV Jv 40 Blltpulululw CuuffILI„lis P..el (11 -O.0096,1{Vnltrlge IVI Current/voltage characteristics with dependence on irrodiance and module temperature.Voltage (Voc)-132.5 mV/K .*- . * -..--.- - 4..- - I- I.I *.I-- - Current ('sc) 3.5 mA/K TESTED OPERATING CONDITIONSNOCT45° C +/-2° C Series Fuse Rating 20 A leniperoture -4U' f M + I 53' r 1-4U C IO -1· 85' g Grounding Positive grounding not required 113 ps£ 550 kg/m2 (5400 Pa), front (e.g. snow]Max load w/apnoified mounting enfigvrgligni MLLI IANILAL UAIA :U pul 246 Ng,'in' 12 9 Ul; l'61 WAIW NRN @01|t Solar Cells 72 SunPower Maxeon™ cells (e.g. wind) High-transmission tempered glass Impact Resistance Hail: (25 mm) at 51 mph (23 m/s)bum Glass with anti-reflective CAR) coating Junction Box IP-65 rated with 3 bypass diodes Dimensions: 32 x 155 x 128 mm WARRANTIES AND CERTIFICATIONS Output Cables 1000 mm cables / MultiContact (MCA) connectors Warranties 25-year limited power warranty Frame Anodized aluminum alloy type 6063 (black)10-year limited product warranty Weight 33.1 lbs. (15.0 Ig)Certifications Tested to UL 1703. Class C Fire Rating DIMENSIONS NAM (A) - MOUNTING HOLES (B) - GROUNDING HOLES 2X 11.Ol·43 1 ---··-- - -12X 06.6 1.261 IOX 04.2 [.17]l.- 2X 577 [22.70] -180|7.071 -1 - 2X 30[1.19] - - 322[12.69] -4X 231:9.09] 1 I - I I II I I I I III 7!-.---1-_=_lzzl_ _,/TIIIIIIIIIII: 1 91 W 1/1 1.IIIIIIIIIIILY - +01 h-0 - 0 e.4 1 IIIIIIIXIII:f 8684H 0 CIN S & ENDS-J .2 1 3 IIIIIIIIIII: 1 :..I I I I I I I III I : -1_ ! I 1 1559 f 61.391 46[1.811 - --- IA) 915[36.021 -1 3-1200 [47.24] IN 44 - 7 1505[60.45] -- Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. © 2011 SunPower Corporation. SUNPOWER, the SunPower Logo, and THE WORLD'S STANDARD FOR SOLAR, and MAXEON ore Modemarks or registered Irademarks sunpowercorp.com of SunPower Corporotion in tho US and other countrios as well, All Rights Roservod. Spocitcations includod in this datashoot ore suboc, to change without notico.Documenl #00145444 Rev• B / LTR_EN CS 11_471 (IN] SERIES 0 111 1 1 5,8 .s*% ES 1 9 :41a... i 0N PHOTOVOLTAIC REQUIREMENTS PER CALIFORNIA ELECTRICAL CODE ARTICLE 690 ST PV SYSTEM AC DISCONNECT RATED AC OUTPUT CURRENT - AMPS AC NORMAL OPERATING VOLTAGE 240 VOLTS MAIN SERVICE WARNING DO NOT TOUCH TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION CEC 690.35 (F) WARNING ELECTRIC SHOCK HAZARD. THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED. WARNING r DO NOT TOUCH TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION r EPoe0- LU Address: 0 AC ANVAA Marking shall be placed on interior and 2_ 0< C exterior DC conduit, raceways, enclosures 28 . - and cable assemblies every 10 ft (3048 mm),56 ...===, within 1 ft (305 mm) of turns or bends and 8%*28 .0 S Z >' .lt.-within 1 foot (305 mm) above and below w @ 5 0.23 0 2 0 C CAOpenetrations of roof/ceiling assemblies, walls or barriers.i=OL_tu,F» 0->E W I 0 Sr,\ 2*o E* I 0 CAUTION: SOLAR CIRCUIT Z J52 o F CO d E (D LSERVICE j (METER \, COMBINER / INVERTER C 3g- - i METER-j SOCKET DISCONNECT 11 JUNCTION Nlapplicab*1.,ON 1_1 C 3 OFF DC 1 ARRAY - 0 UN BOX WARNING =DUAL POWER SOURCES SECOND SOURCE IS PHOTOVOLTAIC SYSTEM DC DISCONNECT RATED AC OUTPUT CURRENT 36 AMPS AC NORMAL OPERATING VOLTAGE 240 VOLTS DISCONNECT j I (if applicable) .1 WARNING DO NOT TOUCH TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE 1--- --- oFF ENERGIZED IN THE OPEN POSITION 36" to 75" above the floor or grade level to center of performance meters (IF APPLICABLE) WARNING: PHOTOVOLTAIC POWER SOURCE WARNING INVERTER OUTPUT CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE This label is to be located adjacent to the PV breaker 1 NOTE: If the Photovoltaic Disconnect is remote and not within sight from the Main Service Disconned, then a directory showing the locations of the Main Service Disconnect and the Photovoltaic Disconnect must be installed at the Main Service Panel location. (SEE SAMPLE DIRECTORY IF APPLICABLE) PV SYSTEM DC DISCONNECT RATED MAX POWER POINT CURRENT - 6.05 AMPS RATED MAX POWER POINT VOLTAGE - 445.5 VOLTS MAXIMUM SYSTEM VOLTAGE - 555.92 VOLTS SHORT CIRCUIT CURRENT - 10.03 AMPS INVERTER 1 PV SYSTEM DC DISCONNECT RATED MIN< POWER POINT CURRENT - 6.05 AMPS RATED MAX POWER POINT VOLTAGE - 445.5 VOLTS MAXIMUM SYSTEM VOLTAGE - 555.92 VOLTS SHORT CIRCUIT CURRENT - 10.03 AMPS INVERTER 2 Recommended signage or labeling specifications A, Red background with white lettering B. 3/8" letter height C. All capital letters D. Arial or similar font E. Weather resistant material (i.e engraved plastic) F. Reflective WARNING ELECTRIC SHOCK HAZARD. IF GROUND FAULT IS INDICATED NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED. Project Doan Sheet Date 05/21/2014 Scale As Noted PV5 Drawn By JR/DA (8) #10 THWN-2 & (2) #8 AWG THWN-2 Ground (See 2013 CEC Table 250.122 Conductors in 1" EMT Conduit Min. (6) #10 THWN-2 & (2) #8 AWG THWN-2 Ground (See 2013 CEC Table 250.122 Conductors in 3/4" EMT Conduit Min. Single Line Diagram Max. OCPD: (225A Bus) * (1.2)= 270A Max Rating (120% of Bus) PV Backfeed (50A) + Main Breaker (200A) = (250A 6 270A) See 690.64 (B)(2) of 2013 CEC (8) #10 USE-2 Conductors (See Amp. Calc. A) & (2) #8 Bare Copper Ground (See 2013 CEC Table 250.122 (21) Sunpower SPR245NE-WHT-D Panels (1) String of 11 (1) String of 10 (3) #6 (Ll,L2,Neutral) TH\AN-2 Conductors (See Amp. Calc. C) & (1) #6 AWG THWN-2 Ground in 3/4" EMT conduit min. (See 2013 CEC Table 250.122) -1- Iml T SP 0-New (E)225A Rated Bus PV Breaker to installed on opposite end of Main Breaker. %¢ ***Main Disconnect to be derated from 225A to 200A*** (N)200A Main See Attached Calculations 120/240V r=n g **Modules individually lugged on continuous ground in the event of a JB 2 fpanel being removed from array** - --1 ,-25A r - 2«--* 120A I -fi-- SM --8--AC -f- 0 _@_ INV2 Il 1 11I 'L__rkt:i-k J New 49 50A I OCPD I J LEGEND (16) Sunpower SPR245NE-WHT-D Panels (1) String of 11 (1) String of 5 If the existing Main Service Panel I does not have verifiable ground I electrode. It is the PV contractors responsibility to install asupplemental grounding electrode 1- --- -- Junction Box IRiWI Power-One PVI-4.2-OUTD-S-US-A - with Intergral DC Disconnect (240V) IN921 Power-One PVI-3.8-OUTD-S-US-A 1----1 with Intergral DC Disconnect (240V) Sub-Panel (50A Main Lugged) with (1) 25A & (1) 20A Breaker Solar Loads ONLY Sunrun Meter - Meter Socket Itron I-210+c Smart Meter FAE-1 AC Disconnect "Knife Blade Type" - DU222URB -60A/ 240V Rated riFl Main Panel & Utility Electrical Service L_--1 225A Main/ 225A Bus DC & AC Calculations Ampacity Calculations General Notes: System DC Wiring (Strings of 11) Vmpp = (40.5Vdc mpp) * (11 Panels) = 445.5Vdc Voc= (48.8Voc)*(11 Panels) = 536.8Vdc Vmax= (50.53\0 * (11 Panels) = 555.92Vdc System DC Wiring (Strings of 10) Vmpp = (40.5Vdc mpp) * (10 Panels) = 405Vdc Voc= (48.8Voc) * (10 Panels) = 488Vdc Vmax= (50.53\0 * (10 Panels) = 505.3Vdc System DC Wiring (Strings of 5) Vmpp = (40.5Vdc mpp) *(5 Panels) = 202.5Vdc Voc= (48.8Voc) *(5 Panels) = 244Vdc Vmax= (50.53V) * (5 Panels) = 252.65 Vdc A) PV to Inverters Wire Ampacity Themnal Derate Factor Number ofConductors 2013 CEC(310.16)(CEC 310.16)CEC 310.15(B)(2*a) #10 USE-2,90 degrees C 50 + (22) degrees C (7-9) Max 310.15(B)(3XC) (40 Amps)70.58) .(0.70) (40 Amps)·(0.58)·(0.70)=16.24A >PVA-design (10.03A) B) Inverters to Sub-Panel Wire Ampadty Thermal Derate Factor Number of Conductors 2013 CEC(310.16)(CEC 310.16)CEC 310.15(B)(2)(a) #10 THWN-2, 90 degrees C 50 degrees C (4-6) Max 1. (37) Sunpower SPR245NE-WHT-D Modules: (245) Watt Modules wired and listed to UL1703 standards 2. (1) Power-One PVI-3.8-OUTD-S-US-A & Power-One PVI-4.2-OUTD-S-US-A Inverters . Attached with system electrical specifications and ground fault protected & listed to UL1741 standards. 3. Photovoltaic system ground will be tied into existing ground at main service from DC Disconnect/Inverter as per NEC Sec. 250.166(B). "The Grounding Electrode Conductor shall not be smaller than the largest conductor supplied by the system and not smaller than #6AWG." 4. Equipment operating 150 volts or greater shall only be serviced or replaced by qualified personnel. Field protection may be in the form of conduit, dosed cabinet or an enclosure which requires use of tools to open. * Prolected Maximum System Voltage @ Extreme Min. Temp: -2°C (25°C - -2°C) x -0.132V = 3.564% Per°C (48.8 V) x (3.564%) = 1.739V + 48.8V = 50.53V * Projected Minimum System Voltage {40.5 V - ((25° - (29°C + 22°)) x -0.132)} = 37.06 V (37.06 V) x (String of 7) = 259.42 V @ Avg High Temp: 29°C Imp = (6.05A) * (1 String) = 6.05A (40Amps)*(0.82) *(0.80) (40Amps) * (0.82) * (0.80) = 26.24A > PV 8-desiqn (25A) C) Sub-Panel to Main Service Panel Wire Ampacity Thermal Derate Factor Number of Conductors 2013 CEC(310.16)(CEC 310.16)CEC 310.1(B)(2)(a) #6 THWN-2,90 degrees C 50 degrees C (3) Max 5. Solar Photovoltaic System equipment will be installed in accordance with requirements of Art. 690 of the 2013 CEC. 6.Minimum height of conduit above roof to match temperature derating factor. 7.Photovoltaic DC conductors entering the building shall be installed in metallic raceway and shall be identified every 10 feet - and within 1 foot above and below penetrations of roof/ceiling assemblies, walls, or barriers -- with minimum 3/8-inch-high white lettering on red background reading:"WARNING: PHOTOVOLTAIC POWER SOURCE" Isc = (6.43A) * (1 String) = 6.43A . 8. System Grounding Electrode conductor for PV system to be sized to meet the requirements of both 250.66 (AC) and 250.66 A-design = (6.43A) * (1.56) = 10.03A ------> USE-2 #10 (75Amps)*(0.82) *(1.00)(DC), 690.47(C) not smaller than #6 CU AWG. System AC Wiring - INV1 Pmax= (225.5 PTC Rating) * ( 21 Panels) * (96% Inv. eff.) = 4546.( Imp= (4546.08 Wac) / (240Vac) = 18.94A Inverter Maximum Output Current = 20A B-design = (20A) * (1.25) = 25A #10 THWN-2 (25A C/B) System AC Wiring - INV2 Pmax= (225.5 PTC Rating) * ( 16 Panels) * (96% Inv. eff.)= 3463.6 Imp= (3463.68 Wac) / (240Vac) = 14.43A Inverter Maximum Output Current = 16A B-design = (16A) * (1.25) = 20A #10 THWN-2 (20A C/B) (75Amps) * (0.82) * (1.00) = 61.5A > PV C-design (50A) )8 Wac TOTAL System AC Wiring 8 Wac Pmax= (4546.08 Wac) + (3463.68 Wac) = 8009.76 Wac Imp= (8009.76 Wac) / (240Vac) = 33.37A Inverter Maximum Output Current = (20A) + (16A) = 36A C-design = (36A) * (1.25) = 45A #6 THWN-2 (50A C/B) 9. If the existing main service panel does not have a ground rod or ufer, it is the pv contractors responsibility install one. 10. Smoke alarms and carbon monoxide detectors will meet the necessary requirements per CRC R314, R315 Project Doan Sheet 11. UTILITY COMPANY WILL BE NOTIFIED PRIOR TO ACTIVATION OF THE SOLAR PV SYSTEM.Date 05/21/2014 Scale As Noted PV412.Terminals of the disconnecting means may be energized in the open position. Drawn4 JR/DA INO. Kevision/issue uate 1-01-ID 4,04 /-9. 9.1 KW DC PV SYSTEM 0 5 21 REQUESTED LOCATION :e ra 2 8 ,andisneciflID050 &11 It 15 unlas37 245W Solar PV Panels Sunpower SPR-245NE-WHT-D 41 11/;ame vit.=1&52% i ttle:M 0 0 0; M<RMIT TYPE:BLDG ]T PLB . MECI ..DING \ DERMIN 1 U1/' OCC. GRO 'ip CONSTR. 1PE .46 >Uniniu Sol ,(mount ! CODE EQI¥ION (6Gy.p 16 Railing-1 1\ 14 70Ng / 16*1 6-53, 4 ,SS> : , 0 . . e 1 1 i, 0 0 0 0 0 r 2" x 10" Rafters Tammy Doan Residence -@ 24" O.C.1859 W. Red Fox Rd Attachments at 48"Santa Ana CA 92704 U)E g1 0 3 =SES _Quickmount PV 22 90° E 2( Roof Attachment A-/1 nno r-OWE2 /5845 ,41 ..an' Wit mt Ibe 20 C itiN ©lly **m I - p(boD ZONE CERT:r. s:Co'D '4ES NO MSCROFILM YES NO 1 \,U 0 -O-0--O-0 Cio t]0 0 0 U U U U on Box- 0 '90/. 5/ 0 0 0 0 0 1 0 31 0 0 01 1 Driveway 3' Setback 1 @5 180° S 20°1.1.1 CD PLAN VIEW RADIAN-r BARRIER @ ROOF YES 10 RESIDENT!AL DEV. FEE YES 0 1| SCHOOL DiSTRICT YES + / tpet i 4 - , Ir 0 / 3' Setback I 1 8 ARCHITECTURAL STRUCTURAL ACCEPTED FOR CONSTRUCTION 1" EMT conduit r--1 „-3" above roof SEPARATE PERMITS ARE REQUIRED FOR surface ELECTRICAL: PLUMBING & MECHANICAL PLANS This set of plans and specifications must be kept on the jc b -- at a-!l times and it is unlawful to make any changes or Main Service PJA@Itions on same without written permission from tte AC DisconnecE ity of Santa Ana. Sunrun Mete - The acceptance of this plan and specifications SHALL NCT Subpanel be held to permit nor be an approval of the violation of ar y Inverters provisions of ANY City Ordinance or State Law., - 0 0 0 0 111 0 0 e/lili / O 1 0e'lili Accepted By 11:,t. 1 Date Issued --ClTY o#ANTA ANACtlqlit -9 4 · 11 1 - 1 1 Project Doan Sheet Date 05/21/2014 W Red Fox Rd Scale As Noted PV3 Drawn By JR/DA .·1688 0CD00 Z m Property Line -- )0 IU lou O ZOo C 0 Z F- Solar Modules U - \ \ 11 9 /Unirac Solarmount AQuickmount QMUTM Railing 1 1 )_ ' 1Universal Tile Mount ---------- w/ Flashing at both :=:p-c-·z7* \Concrete TileDeck and Top Levels -__ 1 --(2)5/16" x 3"F- Roofing Typical L -1 L - - i SS Lag Bolts L 1 34 W 05|m 0 9 Quickmount QMUTM Universal Tile Mount w/ Flashing at both - Deck and Top Level E-Unirac Solarmount Railing -- 11 .9 . M 1 1 494 ----------- E LL Concrete Tile/S-Tile 8#£ Roofing Typical &,5, bid 23 -i'YAr-/&\Aj | Typ Truss @ 24" O.C.-662 4'-0" Max Span Typ. Truss @ 24" O.C. Front View Mounting Detail NTS /8(ZEPTED FOR Corea \ (2)5/16" x 3" V-SS Lag Bolt w/4331penetration 7 f-Solar Modules 0-LW Quickmount QMUTM QBase PV Attachment w/ Unirac Solarmount Railing NTS WEIGHT OF MATERIALS --+ Module Weight:31.3 lbs 19Module Area:13.33 SF Module Array Area:493.21 SF Mounting Hardware weight:3.56 LB/MODULE Roof Load (Module Weight / Module Area)k233-PSE -, \ Typ. Truss @ 24" O.C.- 0 LS"7)/p. f€FARATE FLFLEAroo u * ai a l#imes and it is unlawful to@ors on same without writtf: IterGity of Sarta Ana. disions of ANY City Ordinancenr MOUNTING SYSTEM 1. The mounting structure is an engineered product designed to mount PV modules. 2 [£ 2 1 2. For manufactured mounting systems, fill out information on the mounting system below: Z c X N N orr( OF SP a. Mounting System Manufacturer:Quickmount PV H O LL , NF1/1 (0 0 0) Lol b. Total Weight of PV Modules and Rails:1289.82 LB \-«rglE€*23 2 0 v 3 91 8 4' 'ts-- c. Total Number of Attachment Points: 74 1 >,a) '- 2 ECEZNd. Weight per Attachment Point (b/c):17.43 LB e. Maximum Spacing Between Attachment Points: 48 INCH *ye 6 ER<4 f. Total Surface Area of PV Modules:493.21 SF H CO1-0,22g. Distributed Weight of PV Module on Roof (b/D: 2.53 PSF LU LD C Z NOTES:>2y@%32%:CZ'*tQzeb-:tchz >roof u sEZEEZEEIEBws Project DoanTypical Roof Elevation for Solar Array **** See attached Spec Sheets & Engineering Report for more information.Date 05/21/2014 Sheet NTS Scale As Noted PV2 Drawn By JR/DA F%»0 0 PERMIT TYP*El¢DO ELECT PLBG 1 .CH GRADING i PERMIT#t*-1-*=LS-E2- OCC.GROUP-WIL373 CONSTR.TYPE__383CO EDITION C-Ed- a€*======FLOOD ZONE______-----.--.--- 1 FLOOD ZONE CERTIF. REQ'D YES C ..Il | MICROFILM YES AD-) 1 __.-__.:1ZZ1111ZL --Il_- I- ___-F+j29!ME.EARRIERE.fEE._ZES-NO RESIDENTIAL DEV. FEE YES NOC . 30-HOOL. DISTRI¢¥,-¥a NO . 2 t 9.07kW DC ROOF MOUNTED PHOTOVOLTAIC ARRAY FOR THE DOAN RESIDENCE General Notes Sheetlndex ACCE SEAN E FLECTRKN 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST CALIFORNIA CODE OF REGULATIONS (CCR), NATIONAL ELECTRICAL CODE EDITION AND ALL APPLICABLE LOCAL CODES AND REGULATIONS. (Construction shall comply with 2013 CBC, CMC, CPC, CEC) 2. ALL PANELS, SWITCHES, ETC. SHALL HAVE SUFFICIENT GUTTER SPACE AND LUGS IN COMPLIANCE TO UL REQUIREMENTS TO ACCOMMODATE CONDUCTORS SHOWN 3. WHERE WIRE SIZES ARE INDICATED ON PLANS FOR INDIVIDUAL CIRCUITS, THE WIRE SIZE INDICATED SHALL APPLY TO THE COMPLETE CIRCUIT, UNLESS OTHERWISE NOTED. 4. CONTRACTOR SHALL EXTEND WIRING FROM ALL JUNCTION BOXES, SWITCHES, ETC. AND MAKE FINAL CONNECTIONS AS REQUIRED TO ALL BUILDING EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS. 5. DRAWINGS AND DIAGRAMMIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED. FOLLOW DRAWING AND LAYOUT WORK AND CHECK DRAWINGS OR OTHER TRADES RELATING TO WORK TO VERIFY SPACE IN WHICH WORK WILL BE INSTALLED. MAINTAIN HEADROOM AND MINIMUM CODE REQUIRED WORKING CLEARANCES AT ALL TIMES. 6. ALL EXTERIOR ELECTRICAL DEVICES AND EQUIPMENT INCLUDING THOSE THAT ARE EXPOSED TO OUTSIDE ENVIRONMENT SHALL BE WEATHERPROOF TYPE NEMA 3R 7. DISCONNECT SWITCHES SHALL BE MOUNTED ON INDIVIDUAL SUPPORTS, OR OTHERWISE DIRECTLY ON EQUIPMENT, PROVIDED NO MODIFICATION TO EQUIPMENT IS NECESSARY. PV1 Cover Sheet >5 2 PV2 Details e 2 13 0118 66¢641' PV3 Roof Layout / Plan View k 05 0 5 .1.t Oil; tkfie j PV4 Single Line Diagram .Z :Em=.ttefall*1 60 ?4461 54*8PV5Typical Signage E -r 86 J SOMN Cut Sheets + --0/02™:g :%*Wript*D•-22; Spec Sheet - (37) Sunpower SPR-245NE-WHT-D Modules .4. 4 -Oun 1) It@1* B p Spec Sheet - (1) Power-One PVI-4.2-OUT[)-S-US-A Inverter j t,4 r:r®(@WI(21 (1) Power-One PVI-3.8-OUT[>-S-US-A Inverter Engineering Report Design Criteria Planning Criteria BUILDING CODE DATA APN #:412-521-42 ' (E)Occupancy Group R-3 No. of Floors: . 2 C (E) Type of Construction V-B OR 1§00. , (E)Sprinklers NO . RE PANEL UPGRADE NEEDED? NO -- -,7 A 8. ALL ELECTRICAL MATERIAL SHALL BE LISTED BY "UL" FOR THE TYPE OF APPLICATION AND "UL" LABEL SHALL APPEAR ON ALL ELECTRICAL EQUIPMENT. 9. WIRING METHOD SHALL BE EMT ABOVE GROUND MOUNTED IN CONCEALED SPACES (UNLESS APPROVED OTHERWISE) AND SCHEDULE- 40 PVC FOR BELOW GROUND INSTALLATION UNLESS NOTED OTHERWISE. 10. AN OSHA APPROVED LADDER PROVIDING ACCESS TO ALL PORTIONS OF THE ARRAY SHALL BE SECURED IN PRIOR TO REQUESTING INSPECTION. 11..SMOKE ALARMS'AND-EARBON MONOXIDE DETECTORS WILL MEET THE NECESSABYREQUIREMENTS PER CRC R314,11315 - 12. UTILITY COMPANY WILL BE NOTIFIED PRIOR TO ACTIVATION OF THE SOLAR PV SYSTEM. 13. ALL EXTERIOR CONDUIT PAINTED TO MATCH EXTERIOR SURFACE. (IF APPLICABLE) 14. NO PLUMBING, MECHANICAL OR BUILDING VENTS TO BE COVERED OR OFFSET AROUND ARRAYS. rp I· V E1 ,.S-<C 60' "-- --1 -.1 ./.4 CD 0 Existing Single ..m- O CO Family Residence . .Z 15 1 1 0 0 O 1 , -Solar Array bolar I ITRAC1 Date a U=.... '8 ·. el . I. W O) O0- . .-1 - 9 1 E F I 4 6. c z.: ' - - - + .fi f--4'- %94*I*AwM -i¢,744 - . t'-4-r 'B •sy•dda,4.1381iLL!,Adtili-,-f 3 =P ® 0 0tri......,pAlts,72:= 101 : .$-a LA 24143*•0 0 0 -427 '* L• wALM (43- 04,1--®bib©flill midi ,Main Service Panel L 1 4.-.Eli 4 7.16 i..%111 t,1 L :.056*-14*"Ete-;LANNING INSPECTION REQUIRED: AC Disconnect Sunrun Meter Lu 11 FINAL-NONE \A Subpanel Of 2 -- Inverters Z cx N 0 & LL « 1- CO O CD F '211'.-1 - 6.h - 1.L-Ir...., c.„=,-,-IL.#':43:m:=*-¥/M-;3901:d.*-0-p*G' / > **·FAOR -A a) 7·*j.3 ---.-- |1 LU | | ECK# rb 5 1-·' :' 'i,kt'[2111:. ,$5- nig;KI3: ,1, 1,£9/ A, f Driveway a. E*< E 49.21-1,39'#51*,61/'Ut#4...18:*-Z --*r, 4->01 f -KA'te. 74 /77 724779 1r-Ji #.4:| rlt.-2-.,0...< 15+-12£ - -- . -. 26i .1 1 60'r- U) UD C . &.rd 1"tlt,1 4-*p':-tht· 4*v Fl·4 *746*Et: * ., .. 1.. ..1 ..0 ...i-:·:·.IL -/ 3-: 1-4.5.U L t. 4%...: W Red Fox Rdr 14*PiC 2a 0* 7 44 ·971: 11 3.Project Doan400. 0 -2,52,·v o U Sheet Date 05/21/2014 0 0 Revision/1 i: is 0 6c Vicinity Map Scale = NTS CONDITIONS:3)«ei Site Plan Scale As Noted PV1 i i Plan North Scale: NTS T DrawnPlan North By JR / DA --- A SOLARMOUNT Top Mounting UniRac Grounding Clips and WEEBLugs - 225.6 UGC-1 .t P TOP. 9 mounting A,j clamps . A- A..'- hzA Nib Ci. 1 Vus Intertek Conforms to UL Standard 467 T-bolt 1 JGC- 1 54-=1 4 F .. Figure 26. Slide UGC-1 grounding clip into top mounting slot of rail. Torque modules in place on top of clip. Nibs will penetrate rail anod- izationandcreategroundingpath through rail (see Fig. 3, reverse side) SolarMount® rail (any type) WEEBLug Stainless Steel Flat Wncher (WFFRI Olip: and lue, e•n •r,1,1 capiriveli Figure 27.Insert a bolt in the aluminum rail or through the clearance hole in the stainless steel flat washer. Place the stainless steel flatwasheron the bolt, oriented so the dimples will contact the Wumhtum rail. Jllaro Hi, 111.Inrl:,/Ill on f/12 MIr und sluln!215 3lecljlut was}wr, Install stainless steelildf wubliti, lu-k biddhap and nut, Tight.n rh, nur until the dimple# are miripletflv zmhcddcd into the rail and lug 77'e embedded dimples make a gas-tight mechanical connection and ensure good elect/·ical connection between the aluminum rail djld r/le lug through the WEER. el WEEP' 110 51&un-t® rail (any type) Figure 28. UGC-1 layoutfor even and odd number of modules in row. 9(" denotes places to install UGC-1. Even Number 0/Modules in row A - - 1 1 - C= Odd Number ofModules in row :F UNI RAC A HILTI GROUP COMPANY Pub 110617-2cc June 2011 © 2011 by Unirac, Inc. All rights reserved. Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com EXISTING BASE SHEAR V = 0.154 x 123,000 LBS = 18,942 LBS EQ'N 12.8-1 ASCE 7-10 DETERMINE NEW BASE SHEAR Determine Seismic Weight of Building with Solar Array: EXISTING SEISMIC =123,000 LBS WEIGHT NEW SOLAR ARRAY =3 PSF x 37 PANELS x 3.3' x 5.5'= 2,015 LBS NEW SEISMIC =123,000 LBS + 2,015 LBS = 125,015 LBS WEIGHT THEREFORE NEW BASE SHEAR: V = 0.154 x 125,015 = 19,252 LBS EQ'N 12.8-1 ASCE 7-10 19,252 LBS - 18,942 LBS % CHANGE = 18,942 LBS x 100 = 1.6 % < 10% OK OK. PER ASCE 7-10 SECTION 11.B.4 ALTERATIONS EXISTING LATERAL FORCE RESISTING SYSTEM IS EXEMPT FROM ANALYSIS SINCE NEW SEISMIC FORCE IS LESS THAN 10% GREATER THAN EXISTING SEISMIC FORCE. /509#*ESS/OD2 r. M 1 10 "Alterations are permitted to be made to any structure without requiring the existing structure to comply with this standard provided the alterations comply with the requirements for a new structure. Alterations that increase the seismic force in any existing structural element by more than 10 percent or decrease the design strength of any existing structural element to resist seismic forces by more than 10 percent shall not be permitted unless the entire seismic force-resisting system is determined to comply with this standard for a new structure." <2 No. C58724 m \*\ Exp. 3-31-15 */ End of Calculations 2014-870 Smart Energy Tammy Doan Residence Sht # 6 of 6 Date: May 30, 2014 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check Seismic load due to added dead load of photovoltaic system. Determine Seismic Weight of Existing Building: Effective Existing Seismic Weight Area of (E) Building =Approximately 4,100 Sq. ft. Approximate Effective = 4,100 sq. ft. x 30 psfave. = 123,000 LBS Seismic Weight DETERMINE BASE SHEAR V = CS W EQ'N 12.8-1 ASCE 7-10 SDS CS= - - R 4 _ EQ'N 12.8-2 ASCE 7-10 R = THE RESPONSE MODIFICATION FACTOR IN TABLE 12.2-1 R = 6.5 WOOD SHEAR WALLS le= 1.0 IMPORTANCE FACTOR SDS = 2/3 x SMS SMS = FA X SS SMS= 1.0 x 1.5 = SDS = 2/3 x 1.5 = 1.0 CS = --= 6.5 1 - EQ'N 11.4-3 ASCE 7-10 EQ'N 11.4-1 ASCE 7-10 1.5 1.0 0.154 EQ'N 12.8-2 ASCE 7-10 PROFESS/0 M < No. C58724 118 1 \*\ Exp. 3-31-15 ,/* / \22(/VIL/250 2014- 870 Smart Energy Tammy Doan Residence Sht # 5 of 6 Date: May 30, 2014 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check attachment of Support to Existing Structure for Wind Uplift - Cont'd Tributary Area to Each Solar Mount = 4 ft. x 2.75 ft. = 11 sq. ft. ( Max ) Calculate Uplift at each support:/JOF ESS/oNX Pnet = A 1<zt 1 P net30 Eq'n 30.5-1 ASCE 7-10 A = 1.35 Wind Speed 130 mph Exposure C \*\ Exp. 3-31-15 j */) Kzt = 1.0 V«2111/49 1=1.0 Pnet30 = -46.5 Psf Pnet = 1.35 x 1.0 x 1.0 x (-46.5 psf) = -62.8 psf Nominal (Unfactored) Uplift at each support = 62.8 psf x11 sq. ft. = 691 lbs Note: Section 2.4.1 of ASCE 7- 10, Basic Load Combinations for Allowable Stress Design. Note: Applicable Load Combination #5 (D + 0.6W) Design (Factored) Uplift at each support = 0.6 x 691 lbs = 414 lbs Load per lag screw = 414 lbs /2= 207 lbs Determine allowable load per 5/16" lag screw w/ 2.5" embedment into wood below according to the 2012 NDS. W'=WxCdxCt Table 10.3.1 2012 NDS where: V = 266 lbs / in. of embedment per Table 11.2a per Table 2.3.2 of 2012 NDS per Table 10.3.4 of 2012 NDS V' = 266 lbs/ in. x 2.5 in. x 1.6 x 1.0 - 1,064 lbs>207 lbs OK Use Support connected to 2x Min. Roof Member w/ (2) 5/16" x 3.5" lag screws per connection minimum. 2014-870 Smart Energy Tammy Doan Residence Sht # 4 of 6 Date: May 30, 2014 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check Existing Roof Rafters: P PP PP P W DL + LL -k kk kh k //////A l/////////////////////////////j W DL+LL = 30 psf x 2 ft. = 60 pif W DL - Rl R2 19.5' 3' 16.5' Total load on rafter =60 plf x 3 ft. + 28 plf x 16.5 ft + ( 4' x 2.75' x 3 psf x 6 ) = 840 lbs <1,170 lbs OK Check attachment of Support to Existing Structure for Wind Uplift CHECK SOLAR STRUCTURE ATTACHMENTS PER ASCE 7-10 COMPONENTS AND CLADDING METHOD 1 PART 2 FIGURE 30.5-1 THEREFORE CHECK ATTACHMENT FOR TYPICAL CRITICAL LOAD WHICH IS THE EDGE ZONE - ZONE 2 NOTE: PER DEFINITION ON SHEET 243 OF ASCE 7-10 EFFECTIVE WIND AREA: "FOR CLADDING FASTENERS THE EFFECTIVE WIND AREA SHALL NOT BE GREATER THAN THE AREA THAT IS TRIBUTARY TO AN INDIVIDUAL FASTENER." PER FIGURE 30.5-1 OF SHEET 346 ASCE 7-10 WIND SPEED 130 MPH EFFECTIVE AREA =15 SQ FT INTERPOLATION OF WIND UPLIFT FORCE: PWOF ESS/8:» No. C58724 i Pneoo = -46.5 psf 4* Exp. 3-31-15 9/4!YAL·/ 2014-870 Smart Energy Tammy Doan Residence Sht # 3 of 6 Date: May 30,2014 a.* HBB517 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Note to Building Official: Based upon a review of the proposed plans I am confident that the existing roof framing system is capable of safely supporting the additional loads caused by the new solar photovoltaic energy system. The contractor shall field verify that the existing roof structure is in its original permited condition and verify that it can support the normal code required roof live loads. Attached in this package are several calculations showing that the roof members can support the additional weight of the solar array. Furthermore, an analysis of the solar array's support for wind forces and a seismic analysis of the existing structure are also included. Check Existing Roof Rafters: W DL + LL r//9////////////////////////// A w = 30 psfx 2 ft. = 60 plf R1 19.5' Total load on after = 60 pif x 19.5 ft. = 1,170 lbs R2 No. C58724 * Exp. 3-31-15 2014- 870 Smart Energy Tammy Doan Residence Sht # 2 of 6 Date: May 30, 2014 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Structural Calculations for a Roof Mounted Solar Photovoltaic System for: Doan Residence 1859 W Red Fox Rd., Santa Ana, CA 92704 doD 0 - i LU I rr No. C58724 ' * Exp. 3-31-15 * Applicable Codes:49ank...42,7 2013 California Building Code, 2013 California Electric Code, 2013 California Mechanical Code, American Society of Civil Engineers Standard ASCE 7-10 Minimum Design Loads for Buildings and Other Structures, 2012 American Forest & Paper Association National Design Specification for Wood Construction, Local Municipal Code, and all other i codes which are adopted by reference or enacted by law. Assumed Design Parameters: The existing structure has been built under a building permit and is in its original condition. The existing roof structure is capable of its code requirdd live load and the ability of the roof structure to support live loads has not been substantially reduced by the age of the structure, termites or mold, or unauthorized modifications to the existing structure. Solar Energy Contractor shall make an inspection of the existing roof framing system prior to installation of the roof mounted solar energy system to verify that the existing roof is capable of supporting minimum roof live loads. Assumed Design Parameters: All 2x members are grade Douglas Fir #2 or better All 4X members are grade Douglas Fir #1 or better All Roof Connectors are Simpson Strong-Tie or Equal All Concrete Foundations are fc = 2500 psi or stronger Original Structure was built to the Type-V Wood Framed Standards of the Applicable Building Code at the time of Construction. 2014-870 Smart Energy Tammy Doan Residence Sht # 1 of 6 Date: May 30, 2014