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HomeMy WebLinkAbout10179919_2223 S. ROSS - Plan (2)CITY OF SANTA ANA BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT PROJECT ADDRESS: 22-2,3 9, g 065 <M- , USE OF BUILDING:.<333>L COMMERCIAL SUITE: INDUSTRIAL OTHER 3/2/05:forms/Blda.App.Worksheet SAPIN #09 90 9 X9 MASTERID# NATURE OF WORK: NEW ap ALTER/El.DEMO REROOF REPAIR SIGN MISC NEW/ADDITION/ALTERATION· 1ST FL.. 2ND FL. TOTAL OF OTHER FLS: GARAGE/CARPORT: SF BASEMENT: YES/NO SF PATIO/ENCL. PATIO SF RES. REMODEL: SF ALTER/T. I.: SF NO. OF STORIES: SF BLDG. HEIGHT: SF PROPOSED USE SF JOB DESCRIPTION (non-residential projects see reverse side of this application) : RES'kE(, wit)-4 I '2) I Cl v <941<N-evt/7 - /OX 92--7 4/ 2042 (No"latec,4 (PLLerize -n/ort,u' C \A,AOC.S 1 /9,000 BUILDING OWNER'S NAME PHONE NO:41 pobts dj 124 1 7(4 -540 -013 -2- ADDRESS CITY:STATE:zia '1 7%7-,3 6 203% 91-<5At« Ar?A,CA 72-707 TENANT'S NAME (Comm/Ind):PHONE NO: CONTRACTOR'S NAME:STATE CONTR. #LICENSE CLASS PHONE NO: Sun Be-es- Groor> INc-,93>05 9 J 8, 09 4-7/9-676- 9099 ADDRESS:CITY:STATE:ZIP· 95/ GU Cottmlogy & Al 26 24 -L 44 -2 @-2-1 WORKERS COMP. POLICY#:EXP. DATE: 02/ /0/9 INSURANCE COMPANY:SANTA ANA BUS. LIC. #: 9005 15'V -/3 051*fo Ovwpu,Tat, >Fi /,eu/c.lit FW/70<' A==27=£ ARCHITECT/ENGINEER:STATE LICENSE #PHONE NO:D bu.4 3 A, Mova <-65 C 69 1 6 -3 919 -149-9/04 ADDRESS:CITY:STATE:ZIP: / D-L P WIOn -Tr -2,t 60 6* CA 9261-7 CONTACT NAME: 1 *vlcri-6.Mot v,04.u PHONE NO: 41--6 - 9 g O -6 E--2 G E-MAIL ADDRESS:1 LA chu (g) +VUL poue-tv Oblacc-· Cov'Vi UU OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER BLDG. FEE $ OCC. GROUP RECEIPT#·P/C FEE PD $ TYPE OF CONSTR:VALUATION: $161 j (JEO SUBMITTAL DATE: FIRE SPKR: YES / NO A/C: YES/NO FLOOD ZONE:PROCESSED RES. DEV. FEE: YES/NO PRIOR DWELLING UNIT: YES / NO COMMENTS: PLANNING OK TO CHECK & DATE BLDG. DEPT. APPROVAL & DATE PLNG CONDITIONS: PLEASE CHECK ALL THAT APPLY TO YOUR PROJECT JOB DESCRIPTION CHECKLIST: El Additional square footagex El Awnings O Canopy U Card readefs U Ceiling work [3 Change of occupancy (use) U Disabled accessible (H/C) restrooms U Dust collector [3 Elevator shaft E Exterior doors or windows El Equipment pads El Interior demo U Kitchen equipment U Partition walls El Rated corridors U Rated shafts U Roof mounted equipment D Security bars D Screening for equipment £ Skylights El Stairs' D Storefront/facade improvements C] Storage racks or shelving over 5'-9" E] Walk-in coolers ITEMS REQUIRING SEPARATE BUILDING PERMIT APPLICATIONS: Block wall Complete demo Fence Fire signaling system Fire sprinklers Flagpole Lawn sprinkler system Light Standards Parking lot paving Parking lot striping Pedestrian protection Pool/Spa Signs Spray booth Temporary power pole Trash enclosure F ; AURORA 1' 0- i AURORA UNO 0 .... 0. 1. Er The most tommon residential inverter is the ideal size for an average-sized family home. This family of single-phase string inverter complements the typical number of rooftop solar panels, allowing home-owners to get the most efficient energy harvesting for the size of the property.This rugged outdoor inverter has been designed as a completely sealed unit to withstand the harshest environmental conditions. One of the key benefits of the Uno family of 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 transfo voltage ran size. Feal • Single Phi • Dual inpu milltin|PA rmerless operation gives the highest efficiency of up to 97.096. The wide input ge makes the inverter suitable to low power installations with reduced string Lu res ise 208/240/277 Vac t section to process two strings with independent MPPT, optimize energy harvesting from .-r- -rrays oriented in different directions • Widest input range in industry • High speed and precise MPPT algorithm for real time power tracking and improved energy harvesting • High efficiencies deliver more energy. Flat efficiency curves to ensure consistent and stable performance across the whole input voltage and output power range • Transformerless operation for highest efficiency • Anti-Islanding Protection • Watertight NEMA 4X (IP65) enclosure • Integrated DC switch in compliance with US Standards (-S Versions) AURORA UNO • RS-485 communication interface (for connection to laptop or datalogger) • Compatible with PVI-RADIOMODULE for wireless communication with Aurora PVI-DESKTOP AURORA UNO STANDARD VERSION -S VERSION BLOCK DIAGRAM OF SINGLE PHASE INVERTER INJ 1(+1 INt.2(+) IN'.18 INI.2(-) IN 1.1(49 IN1.2(+) IN 1.1 (-) IN 1.2 1 MPPil INT(+} (DC/DC) 1 Nl }Nl , INt ) INVERTER BULKCAPS (00AO UNE F]LIER GRID PARALLEL RELAY 1 T DC/DC C DSP CONTR I -1«ZI-2 MPP-[2 (DC/DO 112(+} 1 IN2 1 UNJ IN2, -0 IN2(.)C RESIDUAL CURRENT DETECTION [l N RS485 4-1/l 0 -T/1 Rri ZI DOAC I 11 1 01 1 - r-=1·REMOTE CONTROL pp LARM 0-4-0 NO CONTROL CIRCUIT Block Diagram and Typical Efficiency ..,aEd/Sh/2-6./- _... =1-=-.Ara-i=.62:ALa.& to% 898222*8818 EFFICIENCY PVI-3.6·OUTD j PVI-4.2-OUTD Efficiency ---340/k ,---40'dc| Laj·g c 100% 95% 9096 8596 8096 75%95,< 70%95.; 65% 30% 40 50% 6096 0% 80% 90» I ..t. 0-,11 -*- EFFICIENCYPVI-4.2-OUTD 95 96 14 96B 96,2 60% /94,/ 55%2 45% 1 4096 - $ . 94 3596 30% 25% 93 92 ---250]V€k -0-340 Vdc -.-480 Vdk 215 250 300 345 400 480 92£ 15% 10% 5% *40%5060670'4806 * 100*MPPT *Dltage [V] •of R,-0.tp••Po-I AURORA UNO * CHARACTERISTICS IN-PUTPARAMETERS Rated DC Powel _ - _ __ _ - - Rated Inputyoltage f Operating] Input Voltage Range - -_ -_ _--=- Activation Voltage"Vstart" Maximum Absolute Inputvoltage(lAi/OVT£*®Ict- 70. of Independent MePTTrackers -_ - _- No. of DC Inputs Maximum pc Rated qurrent for Eachinput gq (2;Q**r Maximum.DC Current, each MPPT Max. Input Power, each MPPT InputVoltage Range for Power Operation with Parallel Configuration of MPPT Input Voltage Range for Power Operation with Indendent_Co®gurationp(FIPPT - DC Connections UTPROTECTION Beverse Polarity Protection _ Maximum DC Overcurrent Pr&ed®p_ DC Side Vari5tor Allawable Ariay Ground kefergI]g PVArray Isolation Control DC Switch (-S Suffix Version On ly) 1 OUTPUT PARAMETERS J-Rid Comection -_ = Rated AC Power -Maximum AC PoweI »ated AC-Voltage-- 2 -2 Maximum AC Voltage-Bangp *ted AC Frequency - - __ Maximum AC Line Current- Power Factor AC Cyrrent_DistorsionfTH[® - AC Connection OUTPUTPROTEE?iON- AC 5ide Varistor MaximIgn Ay-Oy#cu@ji#4ed@ Anti Islandino Protection 1 CONVERSION EFFICIENCY Maxlmuni EMcierEy _ CEC Efficiency .@ol#Hi- - - -2 0 f_ Ambient Temperature Range Operating Altitud< _ 2 Acustical Noise Environmental Protection Rating Relative Humidi 1 ENVIRONMENTAL PARAMETERS [MECHANICKE Dimensions (H xWKD) Weight PVI-3.0-OUTD-US PVI-3.6-OUTD-US 11 PVI-4.2-OUTD-US 3120 Wb 3750Wp 4380,Wp 360V 0.7 x Vstart - 580 VA' 200 V (adj. 120-350 V)200 V (adj. 120-350 V)200¥(adj. 120-350 V) 600 V 2 2 pairs (Standard Version) or 1 pairs (-S Version) for each MIPPT 200A 10.0 A 16.0 A 2Q0OW 3000W 3000 W 160-530'V 120-530;V 140-530V 200 -530 V (@2000 W) / 120 - 530 V 190-530 V (*30®W)/90-5309 190 - 530 V (@3000W)/ 90 - 530 V (@1120W)(@750W)(@1380W) ScrewTerminal Block 3 Knock-Outs: 1 lh"or 1 " (w/ ring red.) Yes 12.5 A 20.0 A 4 (2 for each MPPT) Floating Array·Only- Ground Reference not Allowed GFD]121 600 V/25A Single Phase / Split Phase 3000W 3600W ,4200 W 3000V 3300V 3300V 3600W 4000'W 4000W 4200W 4600 W 4600W 208 V 240V 277V 208V 240 V 277 V 208 V 240 V 277 V 183-228V 211-264V 24+304V 183-228V 211-264 V 244-304V 183-228V 211-264 V 244-304V 60 Hz 60 Hz 60 Hz 14.5 A 14.5 A 12.0 A 17.2 A 16.0A 16.0 A 20.0 A 20.0 A 20.0 A 4 > 0.99 >0.99 >0.99 <2%<2%<2% ScrewTerminal Block 3 Knock-Outs:1 'h"or 1 "(w/ ring reduced 2(L-N/L-PE) 20.0 A 20.0 A 15.0 A 25.0 A 20.0 A 20.0 A 25.0A 25.0 A 25.0 A According to UL 1741 /IEE1547 According to UL 1741/IEE1547 According to UL 1741/IEE1547 969%97.0%97.0% 96.0%96.0%96,0%96.0%96.0%96.0%96.0%96.0%96.0% Natural Cooling -25/+60°C (-134140°0-25/+60°C (-13/+140°F) with derating,above 55°C (131°8 with derating above 45°C (113'F) 6000 ft <50 dB NEMA 4X (IP65) < 100% Condensihg 21.5"x 12.8"x'8.3" 31"x 12.8"x 8.3"(-S version) 38 Ib 47 lb(-5 Version) 1amERS- Stand -By Consuption - _Feed In Power Threshold_ Night Time Consumet* Isolation Level Display _ _ - Communication AVAILABLEPRODUCTVARIANTS- Standard - No Options With DC Switch ITTANDARD-ECODES < BW 20.0 W < 0.3 W NONE due Transformerless Topology Alphanumeric -2 Lines RS 485 Wireless (Optional, AURORA® PVI-RADIOMODULE for communication with AURORA® PVI-DESKTOP) P\4-3.0-OUTD-US PVI-3.6-OU-ID-US PVI-4.2-OUTD-US PVI-3.0-OUTD-5-US PVI-3.6-OUTD-5-US P\,1-4.2-OUTD-5-US UL 1741,IEEE 1547, CSA -(22.2 N.1017.1-01 (1) Each MPPT is activated when its input voltage exceeds Vstartand operates within:the limits defined bytperatingllnput Voltage Ranget Default factory setting 200 V,adjustable from 120 to.350 V. (2) GFDI -Ground Fauk Detector I ntefrupter / AURORA UNO II SUNPOWER E20/333 and E20/327 SOLAR PANELS 20% EFFICIENCY SunPower E20 panels are the highest efficiency panels on the market loday, providing mere power in the same amount of space TRANSFORMERLESS INVERTER COMPATIBILITY Comprehen-give ihkerter compatibility ensores that customers con pair theihighest- efficiency ponds with ihe higi,esle[[iciericy inverters, maxim'izing system output POSITIVE POWER TOLERANCE Positive.tolerance ensures customers receive the rated power or higher For every panel RELIABLE AND ROBUST DESIGN SunPowerfs unique Maxeon*i cell technology and advanced module dbsign ensure industry-leading rellobilily 0 + - + -+ .- + 4 ---4 SERIES THE WORLD'S STANDARD FOR SOLARIM Sunlower™A E20 Solar Pe:nels provide today's highest efficiency ond performance. Powered by :SunPower McixeonIM Gell technology, ihe 820 series provides panel conversion efficiencies of up le 20.4%. The E20's low voltage temperature :coefficient, onli-refle€tive glass and exceptional low-light performance attributes provide outstanding energy delivery per peak power watt. S.UNPOWER'S HIGH EFFICIENCY ADVANTAGE 14% ,0 THIN FILM CONVENTIONAL MAXEONTM C E LL TECHNOLOGY Palented all-back-contact solar:cell, providing Ihe industry's highest eficiency ond reliobilily. SERIES SERIES SERIES aM c € [Eil PV CYCLE €[innavverrnrn.ram D / SUNPOWER E20/333 and E20/327 SOLAR PANELS MODELS: SPR-333NE-WHT-D, SPR-327NE-WHT-D ELECTRICAL DATA Measured 01 Standard Test Cond,Nom ISFC]: Irrodicnce 1 00(W/m . AM 1.5. and cell lemperoturei259 C 1-V CURVE Nominal Power (+5/-0%) P Cell Efficiency 11 nom 333 W 327 W 7 1000 Wim2 al 50° C 1 -CZA6 1000 wl.,2 Panel Efficiency Rated Vollbge Rated Current Open-Circuil Voltage Short·Circuil Current ZZ.9;70 22.0 70 5 n 20.4 %20.1%800.w/4 VmPP 54.7 V 54.7 V E 4 h 3 'mpp 6.09 A 5.98 A U 500W/r 2 VOC 65.3 V 64.9 V 1 SC 6.46 A 6.46 A 20OW/1110 0 IEC 1000 V 0 10 20 30 40 50 6 0Maximum System Voltage 70 Temperature Coefficients Power (P) -0.38 %/K Voltage (V) Voltage (Voc] -176.6 mV/K Current/voltage characteristics with dependence on irradiance and module temperature. Current OSC)3.5 mA/K NOCT Series Fuse Rating Limiting Reverse Current (3 strings) I Grounding R 45° C +/- 2° C TESTED OPERATING CONDITIONS 20 A Temperature -40° C to +85° C 16.2 A 550 kg/rr) (5400 Pa), front (e.g. snow)Max load w/specified mounting configurationsPositive grounding not required 245 kg/ne (2400 Pa) front and back (e.g. windl ELEC:TRICAL DATA Measured at Nominal Ophmting Cell Temp cruie INOCT) Imdiance 800W/m', 20' C, wind 1 m/s Impact Resistance Hail: 25 mm al 23 m/s Nominal Power P nom 247 W 243 W Rated Voltage V 50.4 V 5Q.4 V WARRANTLES AND CERTIFICATIONS mpP Rated Current ImpP 4.91 A 4.82 A Warranties 25-year limited power warranty Open-Circuit Voltage Voc 61.2V 60.8 V 10-year limited product warranty Short·Circuit Voltage I sc 5.22 A 5.22 A Certifications IEC 612·15 Ed. 2, IEC 61730 (SCID MECHANICAL DATA Cells 96 SunPower Maxeon- cells Output Cables 1000 mm cables / Multi-Contact (M(24) connectors Front Glass High-transmission tempered glass:with anti-refleclive (AR) coating Frame Anodised aluminium alloyitype 6063 iblack) Juncion Box IF'-65 rated with 3 bypass diodes 32 x 155 x 128 mm Weight 18.6 kg DIMENSIONS MM {A):- MOUNTING HOLES (B) - GROUNDING HOLES {IN)12X'06.61.26]10)04:2[.171 30[1.181 - - 2X h.01.4'j -- 2( 577 122701 -180!7.071 - -- 3%2[12.6911-4X 230-2 19 (9 1 -1 ITITIITITII: 1 r.- r ./- N.xl .1 ////- 9-tB)-.11111111111. IIIIIIII IIIIIIII ffII .IIIXIIIIIII: IIIII fif1i1EIIIII .IIIIIIIIIII 1559[6139] -1 3- 331 / e I0 i{3 01,2 . BOTH / 6 ENDS-2 i .1 46(i.81j -- (A)-Lrfl. 1 1 1915[36.02] I2001'472.241 - 12bN I 1535[60.451 Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. sunpowercorp.com© 20 1 SunPour Corperalib. SUNPOWER, Ihe SunPower logo, ond THE WORLD'S STANDARD FOR SOLAR, and MAXEON ore tademorks or regislered Irodemods 4% 0 0 . QuickMount PV® Classic Composition Mounting Instructions Installation Tools Required: tape measure, roofing bar, chalk line, stud finder, caulking gun, 1 tube of appropriate sealant, drill with 7/32" bit, drill or impact gun with 1/2" deep socket. WARNING: Quick Mount PV products are NOT designed for and should NOT be used to anchor fall protection equipment. 1 3 Locate, choose, and mark centers of rafters to be Carefully lift composition roofshinglewith roofing Slide mount into desired position. Remove any mounted. Select the courses of roofing where bar, just above placement ofQuick Mount.nails that prevent getting the mount flush with Quick Mounts will be placed.front edge of shingle course. Mark center for drilling. Using drill with 7/32" bit, drill pilot hole into roof Clean off any sawdust, and fill hole with roof Slide mount back into position. Prepare hanger bolt and after, taking care to drill square to the roof.manufacturer's approved sealant.with 1 hex nut and 1 sealing washer, insert through Do not use mountas a drill guide.block into hole and drive hanger bolt into after, tighteningtoasolid snugfit.* 8 You are now ready forthe rack of your choice. Follow all the directions of the rack manufacturer as well as the module manufacturer. All roofing manufacturers' written instructions must also be followed by anyone modifying a roof system. Pleaseconsulttheroofmanufacturer's specs and instructions prior to touching the roof. Insert EPDM rubber washer over hanger bolt into Using the rackkit hardware, securethe rack of your * It isnot necessaryoradvisableto use nailsorother block.choice. Tighten to 13 foot pounds.fasteners to secure the perimeter of the flashing. B17.2.3-7 925-478-8269 • www.quickmountpv.com • info@quickmountpv.com 2700 Mitchell Dr., Bldg 2 • Walnut Creek, CA 94598 May-2012, Rev 2 Classic Composition Mount I QMSC 12.0 'Cr------- 1 0, 11 6.0 -+----2 - RACKING COMPONENTS NOT INCLUDED 211 5.0 * 2.5 1 -- «20 ITEM NO.DESCRIPTION QTY. 1.3 / 1 1 Flashing, 12" x 12"x .050",AL * 1 2 Base Block, QMSC, Cast Al* 1 3 Hanger Bolt, 5/16"x 6", SS 1 4 Washer, Sealing, 5/16"ID x 3/4"OD, SS/EPDM 1 5 Hex Nul, 5/16-18, SS 2 6 Washer,.296"ID x 7/8"OD x I /8" Thick, EPDM 1 7 Washer, Fender, 5/16" X 1", SS 1 8 Washer, Split-Lock. 5/16", SS 1 Quick Mount PV TITLE: 3.0 QMSC: Classic Compostion1 , Mount *Available in mill, clear anodized, and dark bronze anodized finsihes. nonilian • 40 co w IDE m]M 1.[IVIP'•A 0 1 CO·.1 4·:ED '.·4 H. 0DA'.·.,46,5 2-: SCLE FROPERTY OF QUICK MOUr PV. ANY APRODUCTION[NPal OR /DO NOT SCALE: DRAWING3 A ···/·DE #;4/UTHE/ AN'-AVI=C/0 QUICK'MOUePVMPROHIBIIaj . 1 15 ' 4 3 Laa Dull-out (wiihdrawal) caDacities Obs) in tvoical lumber: Lag Bolt Specifications UNLESS Dil SERWISESPECIFIED: C'M 81310*:S ARE IN INCHES TOLBANCE; FRACi IONAL :1/16 0: IEPLACEDEC'.MAL 2.1 TWOPLACEDECIMAL £01 2 SIZE DRAWN BY: JDA REV- A DATE: 3/8/20 12 4 SCALEE 1:4|WEIGHT:1.14 |SHEET 1 OF I Specific Gravity 5/16'· shaft per 3" thread depth 5/16 shaft per 1·' thread depth Douglas Fir, Larch .50: 798 266 Douglas FiG South .46 705 235 Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher)46 705 235 Hem, Fir 43 636 212 Hem, Fir{North) .46 705 235 Southern Pine .55 921 307 SprLIce, Pihe, Fir .42 615 205 Spruce; Pine, Fir (E of 2 million psi and higher grada of MSR and MEI2).50 798 266 Sources: American Wood Council, NDS 2005; Table 11.2 A ll.3.2 A Notes: 1 ) Thread must be embedded in a rafter or other structural roof member. 2) See IBC for required edge,distances. IMPORTANT: To maintain waterproofing it Is important that the aluminum'nashing (item 1) is properly placed under one full course above the mouhting block with at least some of the flash- ing extendihg up under the course above that as wall. See instructions on back. uick Mount PV® 167&12 cT Tr=001® m p 1 SOLARMOUNT Technical Datasheets :i: UNI RAC A HUJI GROUP COMPANY SolarMount Technical Datasheet Pub 110818-ltd Vl.0 August 2011 SolarMount Module Connection Hardware 1 Bottom Up Module Clip 1 9Mid Clamp End Clamp SolarMount Beam Connection Hardware 3 L,Foot 3 SolarMount Beams 4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C /Nut Washer 1 Bottom (hidden..se Beam 1 • Bottom Up Clip material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi · Finish: Clear Anodized · Bottom Up Clip weight: -0.031 lbs (14g) · Allowable and design loads are valid when components are; assembled with SolarMount series beams according to authorized UNIRAC documents Assemble with one 14=-20 ASTM F593 bolt, one %"-20 ASTM F594 serrated flange nut, and one M" flat washer · Use anti-seize and tighten to 10 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Falm=p ,r U 1.24Y A ball - --1.09 - X Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor,Load Factor, lbs (N)lbs (N)FS lbs (N) ® Tension, Y+1566 (6967) 686 (3052)2.28 1038 (4615)0.662 Transverse, X+ 1128 (5019) 329 (1463)3.43 497 (2213)0.441 Sliding, Zi 66 (292)27(119)2.44 41(181)0.619 Dimensions specified in ihches unless noted SOLARMOUNT Technical Datasheets :1:UNIRAC A HIGI GROUP COMPANY SolarMount Mid Clamp Part No. 302101 C, 3021010,302103C, 3021040, 3021050,302106D Bolt K Beam Mid clamp material: One of the following extfuded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi FInish: Clear or Dark Anodized Mid clamp weight: 0.050 lbs (23g) Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble mid clamp with one Unirac W-20 T-bolt and one &7-20 ASTM F594 serrated fiange nut Use anti-seize and tighten to 10 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance 1.Do Dt'STANCE .Direction Ultimate Load Factor,Load Factor, BETWEEN MODULES 42»lbs (N)lbs (N) FS lbs (N) 0 PT Tension, Y+2020 (8987)891 (3963)2.27 1348 (5994)0.667 Transverse, Zi 520 (2313)229 (1017)2.27 3460539) '0.665 Y- ·At -Sliding, X=!:1194 (5312)490 (2179)2.44 741 (3295)0.620 - I.X Dimensions specified in inches unless noted SolarMount End Clamp Part No. 302001 C, 302002C, 302002D, 302003.C, 302003D, 302004C, 3020040,302005C, 302005D, 3020060,302006D,3020070,302008C, 302008D, 302009C, 302009D, 302010C, 302011 C, 302012C -10/t l JEY€lamp 90-€ Serrated Flange Nut 11 Y A -X End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear or Dark Anodized End clamp weight: varies based on height: -0.058 lbs (269) Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents Values represent the allowable and design load capacity of a siagle end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated Assemble with one Unirac %'-20 T-bolt and one 'A"-20 ASTM F594 serrated flange nut Use anti-seize and tighten to 10 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Modules must be installed at least 1.5 in from either end of a beam MIN]XUN THI<»ESS Dimensions specitied-ul-Inches-unless-moted Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor,Loads Factor, lbs (N)lbs (N)FS lbs (N) O Tension, Y+1321 (5876)529 (2352)2.50 800 (3557)0.605 Transverse, Zi 63 (279)14(61)4.58 21 (92)0.330 Sliding, X+142 (630)52 (231)2.72 79 (349)0.555 a Sol[ARMOUNT Technical DatAsheets :i: UNI RAC A Him GROUP COMPANY SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D Bea- Bolt L-Foot 'rrated Flange 1\ILI Y - ix L-Foot material: One of the following extruded aluminum alloys: 6005- T5, 6105-T5, 6061-T6 Ultimate tensile: 38ksi, Yield: 35 ksi Finish: Clear or Dark Anodized L-Foot weight: varies based on height: -0.215 lbs {98g) Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents For the beam to L-Foot connection: · Assemble with one ASTM F593 %%16 hex head screw and one ASTM F594 %"serrated flange nut · Use anti-seize and tighten to 30 ft-lbs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test results from an IAS accredited laboratory NOTE: Loads are given for the L-Foot to beam connection only; be sure to check load limits for standoff, lag screw, or other attachment method 3.01 IX SLOT FOR 4 MARDWARE - (.-1 2. . I 2.01 - Dimensions specified ih inches unless noted Applied Load Average Safety Design Resistance Direction Ultimate Allowable Load Factor,Load Factor, lbs (N)lbs (N) FS lbs (N) ® Sliding, Zi 1766 (7856)755 (3356)2.34 1141 (5077)0.646 Tension, Y+1859 (8269)707 (3144)2.63 1069 (4755)0.575 Compression, Y- 3258 (14492)1325 (5893)2.46 2004 (8913)0.615 Traverse, Xi 486 (2162)213 (949)2.28 323 (1436)0.664 a e :r UN! MALSOLARMOUNT Technical Datasheets A HICTI GROUP COMPANY SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D 310208C, 310208C-B, 310240C, 310240C-B, 3102400, 410144M, 410168M, 410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight (per linear ft) pif 0.811 1.271 Total Cross Sectional Area in2 0.676 1.059 Section Modulus (X-Axis) in3 0.353 0.898 Section Modulus (Y-Axis) in3 0.113 0.221 Moment of Inertia (X-Axis) in4 0.464 1.450 Moment of Inertia (Y-Axis) in4 0.044 0.267 Radius of Gyration (X-Axis) in 0.289 1.170 Radius of Gyration (Y-Axis) in 0.254 0.502 SLOT FOR T-BOLT OR &4" HEX HEAD SCREW 2X SLOT FOR n BOTTOM CLIP 1 SLOT FOR T-BOLT OR a 14" HEX HEAD SCREW SLOT FOR -1 69 l62 2.500 BOTTOM CLIP \ 1.316 -1.728- tr 3.(00 SLOT FOR - 3" HEX BOLT 300 1 .34, HEX BOLT SLOT FOR -X -X p 1.385 .387 -- -V 1, V .750 4 -- 1.207 --•- -1.875 --Y Y A A SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted 4 *..1 1.11.0 Al 3/8-16 X 3/4" SS HEX BOLT 1 1 3/8-16 SS FLANGE NUT 0 3* tz» 3 b..& 6105-T5 ALUMINUM \ 4 00 000 U NI 0 RAC00 SolarMount/SunFrame ©2008 UNIRAC, INC. 2" Aluminum 1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87102 USA Serrated PHONE 505.242.6411 L-FootUNIRAC.COM UNIRAC-310068 S:\AutoCad Detail Library\CAD'UNIRAC-310068_2in Serrated L Foot.dvig, 6, 24/2008 1.44:32 Pl/ let 19- 4 FfRUCTURAL ENNEERS January zu, Ful,1 UniRac 1411 Broadway Boulevard NE Albuquerque, New Mexico 871-02-1:545 TEL: (505-) 242-6411 FAX: (505) 242-6412 Ro. 53878 4.3-=31-13 € Attrt.: Engineering Departments Re: Engineering Certificatio.n. for UniRac'-s SofarMount Code-Complaint Installation Manual 2273 PZSE, Inc.-Structural Engineers has reviewed UniRac's "SolalMount Code-Complaint Installation Manual 227.3" published October 2010 and speci fcally "Part I. Procedure to Determine the Desigh Wind Load", and "Part [I:, Proc-edure to Select Rail Span and Rail Type". The procedures ar.e used to determine the dalculation of the design wind fotee: foad combinations, applied loading and rail selection. All information, data. and analysis contained within the Installation Manual are based -'on, and comply with-the following: 1. 2009 Inte?natioqal Building Code, by International Code Council, Inc„ 2009 2. 2010 California Buildingj?ode> by California Building Standards Commission, 201 r . Al'ominum Design Manual: Specifications and Guidelines for Aluminum Structures, by Th© Aluminum, Association, 2005 This letter certifies that the structural calculations contained within UniRac's "SolarMount Code-Complaint Installation Manual 227.3 are in compliance with the above Codes. If yep have any questions on the above, do ®t hesitate to call. Sincefely: (fr Paul Zacher, SE - President 8137 Sunset Avenue, Suile 120 • foit Oaks, CA 95628 + 916361.3960 • 916961-3965 f + WWW.P.15 ..COM FLANGE NUT END CLAMP 2/21 -1-OP MOUNTING FLANGE NUT CLAMP / T-BOLT. UGC-1 CLIP LAR MOUNT RAIL MID CLAMP T-BOLT T-BOLT t'l UGC-1 CLIP 90 RAIL _tn lulu oon 000 d IN) 0 RAC00 Installation Detail © 2008 UNIRAC, INC. 1411 BROADWAY BLVD NE ALBUQUERQUE, NM 87102 USA PHONE 505.242.6411 UNIRAC.COM URASSY-0006 SolarMount Rail Top Mounting Clamp Universal Grounding Clips S:\AutoCid Detail Libror¢CAD\URASSY-0006-Solar Mount Rail-UGS-1 Clip-Top Mount Clamp.dw<: 8122/2008 9:47:53 AM j, 01 343 1 / 11 3 - CALCULATIONS FOR 1 lob:RUIZ SOLAR PANELS Address: 2223 S. Ross Street Santa Ana, CA 92707 INDEX TO CALCULATIONS Sheet Item 1 design loads, wind uplift cheek 2 attachment cheek, rail design, lateral analysis Engineering Calculations. Performed By: Doug Engineering 102 Pinon Tree Ln, C0sta Mesa, CA 92627 949-285-5104 Project Number Date: For: Sunbees Group Inc., dba True Power Solar; 451 W. Lambert, Suite 212 Brea, CA 92821 ,ESSION. (714)676-8888 42*Ziee, TP.S-1218 A#!ZeL,:5··'20*- 10/16/2013 #018*9163 7U,\ 0.0»14 )* ' BASISFOR DESIGN CODE:2010 Caljfornia Building Code ASCE 7-05 LIVE LOADS ROOF 20.0 psf LATERAL i Seismic Design Categofy: D R 5.5 Seismic Use Group I SDS 1 SS 150 %SD1 0.6 Sl 60% [ 1 WIND Exposure C Figure 6-3 - Components and Cladding VGS 85 mph Table values are multiplied w 1 by X K• 1 1=1.21 Exposure C a 3 ft MASTER 1.D G.P. PLANNER_ TRANSFERP Pnet = A X I.zt X I X Pnet)OW 1 1 1 roof slope 7-27 degrees Atrib =20 sf Zone 1 Pne130 =-14.0 psT (interior zones) All panels within Zone 1 &2 Zone 2 Pre,30 =-23.0 psf (end zones)Use Zone 2 Value Zone 3 Pnet30 =-31.5 psf (Corner Zones withih a) Downward for all zones 8.2 psf PLANNBNG I ROUGH NAME RETAM PLA SUBJECT T¢ BELOW: O INTE- O NO E 'O ALL B 0 SCI* CONDITION- 1 PROJECT: Ruiz Solar Panels Doug Engineering SHT.1 OF 2 CLIENT:TPS Civil Ehgineering DATE 10/16/2013 BY: DM DE JOB NO. TPS-1218 DESIGN LOADS Dead Loads Roof Comp. Shingle 3.5 psf 14.0 psfPupliftzl = 5/8" Ply shtg 1.9, Puplife =23.0 psf Rf Frm'g 2.8 PWLdown =8.2 psf Misc. 1.5 0.6DL+WL (N) PV System 3.0 Preal = 0.8.3.0-14.0 -12.2 psf Pnet,2 = 0.6*3.0-23.0 -21.2 psi Total DL 12.7 psf DL+WL LL 20 psf PolL+WL '.11.2 psf Uolift Check 2x4 rafters @ 24" o.c. Spacing 2.00 ft Trib panel width =6 ft E 1500000 psi Fb =900*1.5*1.15 1553 psi 5 inA4 Mallow2x4Wind =1109 ft-lb Spanl 8.00 ft MallowkiL =867 ft-lb Span2 6.00 ft See below for Wind Uplift loads Span3 0.00 ft due to concentated loads at attachments (Distance Wind Mmax P =Mmax to Att.Load Trib Load Wind(ft· PVDL live(ft- Pts) a b Rl (lb) R2 Ob (psf) W (ft) (lb) lb) (lb) lb) Panel Edge 0.00 1 1.00 1.00 7.00 -284.7 -40.7 -21.2 6.0 -325.4 -284.7 46.0 35.05 2 4.12 4.12 3.88 -158.0 -167.4 -21.2 6.0 -325.4 -650.2 46.0 80.05 Panel Edge 5.12 Panel Edge 5.12 3 6.12 4 9.23 Panel Edge 10.23 Span 1 Uniform DL 8.00 46.6 46.6 5.8 psf 2.0 11.6 pif Span 2 Uniform DL 6.00 34.9 34.9 5.8 psf 2.0 11.6 Reactions at Spanl -396.1 -161.5 Negative values are uplift reactions Reactions at Span2 34.9 34.9 Mmaxwinduplift =701 ft-lb < 1109 ft-lb OK For DL+LL including the PV system weight point loads W=59.4 pif P = 'v'max =588 ft-lb < 867 ft-lb OK 93.1 52.4 46.0 Ib PROJECT: Ruiz Solar Panels Doug Engineering SHT.2 OF 2 CLIENT:TPS Civil Engineering DATE 10/16/2013 BY:DM DE JOB NO. TPS-1218 CHECK SCREW ATTACHMENTS FOR WIND UPLIFT Pwup'ilt =325.4 Ib 5/16" Lag with min 2.5" penetration for each attachment Table 11.2A - NDS - Lag Screw Withdrawal Values For 5/16" Lag into .5G wood 266 Ib Allowable wind load = 1.6*2.5*266 1064 Ib >325 Ib OK Unirac Selection Load for half a panel = 2.5' UNIRAC =53 pif Per the Unirac Manual for 40 pif, the max span for Solar Mount Unirac Rails is 6.5' Use L-Foot SolarMount Rails with a spacing of 72" o.c. max for attachment points, typ. Table 8. L-Foot SolarMount Series Rail Span SM - Sola-Mount HD- Solarflount Heavy Duty Spen IR, 2 25 3 33 4.5 5 75 85 9 9-5 I 0 105 115 t2 125 135 14 14-5 I5 w = 0/trbuceollood,ptel 20 25 30 40 50 I 60 I 80 100 t20 /40 160 190 zoo 220 240 260 280 300 SM SM SM 5M SM 91 SM SM SM SM SM SM SM SM 91 SM SM SM SM 91 SM SM SM SM SM SM SM „,91 SM SM SM SM 91 91 SM SM SM 91 SM SM SIt.1 SM 5M SM SM SM SM SM SM SM 91 SMI SM 5M SM SM SM SM SM SM SM 5M Stl Sri SM SM SM HD HO HO HD HD HD86866 22!i 1 Sri SM SM 91 SM SM SM 511 ...6Ell 1 91 SM SM SM 5,1 91 SM Al'/rill--- SM SM SM SM SM SM SM 91 HOJ Sri 511 Sri SM Sril 91 SM SM HD SM SM SM HD HD SM Sri SM HD HD SM SM SM HO HD HO A SM SM MD HD 10 . SM SM HD SM HD HD SM HO HD WD RD WD HD HD HD HD HD HD HD Ho HD 10 HO 1 HD HD HDlu,m Do ,- 1 LATERAL ANALYSIS DETERMINE ADDITIONAL LOAD COMPARED TO EXISTING FOR LATERAL LOADING Aroofexisting-= 1600 sf Wpanel = Wroofexisting = 9.7*1600 =15520 Ib 10 *Wpanel = \Nwallexisting = 15*80*4 =4800 Ib Wrestotarray = HD HO8.886& 41 Ib 410 Ib 116.8 Ib W existing =20320 Ib V"ll array =526.8 Ib V = 0.182W Vroofexisting =3698 Ib Existing Total Lateral Force Vroofwpanels =3794 Ib New Total Later Force % increase =3794 3698 *100%-100% =2.6% increase which results in less than a 10% increase in the stress of existing lateral resisting elements OK PROJECT SITE: ALFONSO RUIZ 2223 S ROSS ST. SANTA ANA, CA 92707 714-540-0232 PROJECT SCOPE: RESIDENTIAL SOLAR ELECTRIC SYSTEM 10X327W ROOF MOUNTED PV MODULES SYSTEM SIZE: 3.27 kW DC STC ARRAY AREA: 176 SF ALL WORK TO COMPLY WITH THE FOLLOWING CODES: 2010 CA BUILDING CODE 2010 CA RESIDENTIAL CODE 2010 CA MECHANICAL CODE 2010 CA ELECTRICAL CODE 2010 CA PLUMBING CODE 2010 CA ENERGY CODE 2010 CA FIRE CODE SHEET ORDER el N 05 W PV 1: SITE PLAN, VICINITY MAP r35900HOUSEPHOTO - PV 2: ROOF PLAN, SECTION DETAIL DRI--- PV 3: ELECTRICAL LINE DIAGRAM 2 9 OFF g M AND NOTES ts 9 UJ # 3 9 PV 4: ELECTRICAL CALCULATIONS 9 1111& PV 5: REQUIRED SIGNAGE 0 D m W H I O<00 101 ARC - TECTURAL j ACC TED FOR CO,PROJECT SITE P.L.(N)" 21 (N)INVERTER DC CONDUIT4/1 1 W Anah,#stja 6001 Manuel Esqued• Elementary School . ·"I -0 8 Bir'ch St' r N es fati S c .Ial PER'321,51 AB 49(DING & €. -0 speclficatioF .r- CDO 4 is '47'2_r.Iful gN)AC DISCONNECT 0 ne without wr / XE)200A MAIN 5&l/SERVICE PANEL < -1 this plan and01 000 aol lor bean appr, iD:ovisions of ANY City Ordinance irr iccep By \ 2 I VICINITY MAF * 1PV-1 I N DPROVED F..AICMS DIVIS:ON ARRAY LOCATION nJ 4-n_ Zoila_.. P.L.A E DY ': ECTIr :EQUI } (714) 6 25 \(N)J-BOX RJU]w_N \ z a: CO < ER iN)10 PV MODULES , oozoOcoar<V1.LIZCD<% GARAGE 1 SITE PLAN WITH ROOF PLAN , ,...jp a rt'RE El *sbMOUSE PHOTO t MPV-1 I SCALE: 1"=20'-0" N ..MS u,,ECKE[M/3¥ CONDiTIONS #E- 2 E I V .E V? 6:E 0 4 1-2 .-1 . I# v . T. #IER ALTERATIONS/MODIFICATIONS A-i ERALS 1-0 MATCH EXISTING 3,·KNG REQUIRED .to res,7 14 0, 4 4 a IT LANDSCAPE PLANS v, 1441 c f 4- e 1. E .· OCT 1 3 2013 0 UJ PV 1 bD 2223 S ROSS ST. P.L. WIRE/CONDUIT SCHEDULE MODULE SPECIFICATION TAG DESCRIPTION 1 ARRAY TO TRANSITION BOX 2 TRANSITION BOX TO INVERTER 3 INVERTER TO AC DISCONNECT 4 AC DISCONNECT TO MSP 5 BARE COPPER WIRE 6 EQUIPMENT GROUND 7 OWER TO MONITORING SYSTEM 8 INVERTER TO MONITORING SYSTEM MONITORING SYSTEM TO HOME NETWORKING 9 CONNECTION l+ 9+ 1 CONDUIT CONDUCTOR TYPE/SIZE SIZE/TYPE #10 AWG USE-2 N/A #10 AWG THWN-2 t EMT #10 AWG THWN-2 Q" EMT #10 AWG THWN-2 1"EMT #8 AWG SOLID N/A #8 AWG THWN-2 t'EMT #12 AWG THWN-2 i"EMT #22 AWG COM.WIRE i"EMT UV Rea CAT IV CABLE N/A NOTES MODEL NO.SPR-327NE-WHT-D FREE AIR PEAK POWER 327W RATED VOLTAGE (Vmp)54.7V RATED CURRENT (Imp)5.98A OPEN CIRCUIT VOLTAGE (Voc)64.9V SHORT CIRCUIT CURRENT (Isc)6.46A INVERTER SPECIFICATION INVERTER MAKE POWER ONE INVERTER MODEL PVI-3000-OUTD-US MAX. DC VOLT RATING 600V MAX. AC APPARENT POWER 3000W NOMINAL AC VOLTAGE 240V MAXACCURRENT 14.5A l A F7 GENERAL ELECTRICAL NOTES: 1/ \1 1 1--.1 1. EQUIPMENT USED SHALL BE NEW, UNLESS OTHERWISE NOTED. 2. EQUIPMENT SHALL BE INSTALLED PROVIDING ADEQUATE PHYSICAL1. .1 i i WORKING SPACE AROUND THE EQUIPMENT AND SHALL COMPLY WITH .+4 NEC. L _1-ill.Ill 3. COPPER CONDUCTORS SHALL BE USED AND SHALL HAVE INSULATION RATING 600V, 90°C, UNLESS OTHERWISE NOTED. 4. CONDUCTORS SHALL BE SIZED IN ACCORDANCE TO NEC. CONDUCTORS AMPACITY SHALL BE DE-RATED FOR TEMPERATURE 1 +1 1+ 1 INCREASE, CONDUIT FILL AND VOLTAGE DROP. 5. ALL CONDUCTORS, EXCEPT USE,2, SHALL BE INSTALLED IN APPROVED -1 ·CONDUITS OR RACEWAY. CONDUITS SHALL BE ADEQUATELY „ lili SUPPORTEDAS PER NEC. 6. RACKING AND MODULES ARE GROUNDED VIA A CONTINUOUS #10 AWG COPPER CONDUCTOR, GROUNDING CLOPS, GROUNDING LUGS AND/OR BONDING JUMPERS. 7. LOAD SIDE INTER-CONNECTION SHALL COMPLY WITH NEC 8. SMOKE ALARM AND CARBON MONOXIDE DETECTORS SHALL BE LOCATED AS REQD PER SEC. R314 & R315 OF THE CALIFORNIA RESIDENTIAL CODE (CRC) 9. ALL EQUIPMENT SHALL BE LISTED FOR THE APPLICATION, UL 1703 FOR F» c -7 MODULES, UL 1741 FOR INVERTERS ARRAY DETAIL'S No. OF MODULE PER STRING 5 NO. OF STRINGS 2 ARRAY WATTSAT STC 3.27kW MAX. VOLTAGE 344.8V UTILITY BI-DIRECTIONAL ELECTRIC METER EXISTING MAIN SERVICE PANEL . 200A, 240VAC, 1 PH, \*'\ NEW 1-4MCB 0/0/175A DC INTERFACE POWER ONE PVI-3000-OUTD-US J-BOX INTEGRATED DC 3000W, 96% CEC NEMA 3R DISCONNECT 240VAC, 14.5A ACINTERFACE63 3 AC DISCONNECT 240VAC, 30A NEMA 3R, UL LISTED 3 DC+ OMPPT 11 131 1 g RIPPT 2 «.- DC-E El 0 AIPPT 1 -4o MPPT 2 Ll - L2 0 -N--O rQ-2.- -1 01. 1 --¥-1 /6 1 2 (6)l t' 0 0-/'Il '--0 .20A 15A SMS DATA LOGGER - N L2 Ll 8- 61-6 6 9 U-O 1 3 C-J 3 23 00 - U-) 10 as 6) (6) 1 ) ON 1 3-0 -·- EXISTING GROUND h ETHERNET CONNECTION TO DSL/CABLE MODEM Z LU 20 PV 3 .714-540-0232 030 BREA, CA 92821 T: 714-676-8888 1 ELECTRICAL CALCULATIONS. OPERATION VOLTAGE= 5 X 54.7= 273.5 V OPERATING CURRENT= 2 X 5.98= 12.0 A MAX PV VOLTAGE & CURRENT CALC'S RECORD LOW TEMP.(°C): 2 TEMP.COEFF (V/°C): -0.1766 OPEN CIRCUIT VOLTAGE(Voc): 64.9 MAXPV SYSTEM VOLTAGE (PER NEC'690.7) (-0.1766)x(-(25-(2))x5)+(64.9x5)= 344.8 V MAX PV CONTINUOUS CURRENT PER NEC 690.8(A)(1): 1.25xlscx#STRINGS 1.25 x 6.46 x2= 16.2 A AC CONDUCTOR AMPACITY CALC'S # OF INVERTER: 1 EXPECTED WIRE TEMP. (°C): 31 TEMP. CORR. PER NECTABLE 310.16: 0.96 CIRCUIT CONDUCTOR SIZE: AWG 10 THWN-2 # OF CURRENT CARRYING CONDUCTORS: 3 CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a): 1 CIRCUIT CONDUCTOR AMPACITY: 40A REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC TABLE 690.8(B): 1.25 x MAX INVERTER OUTPUT CURRENT X # OF INVERTER 1.25 x 14.5 x1= 18.lA SERVICE PANEL LOAD CALCULATION REFERENCE NEC 220.83(A) MAIN HOUSE AREA 1419 SF GENERAL LIGHTING 3 = 4.3 kVA SMALL APPLIANCE 2 = 3.0 kVA LAUNDRY 1 = 3.3 kVA RANGE 8 kVA DRYER LOAD 3.5 kVA GARBAGE DISP.1.5 kVA DISHWASHER 1.5 kVA MICROWAVE 1.5 kVA REFRIGERATOR 1 kVA AC 4 kVA #970591 (B, C46 DC CONDUCTOR AMPACITY CALC'S # OF STRINGS PER INVERTER: 2 EXPECTED WIRE TEMP. (°C): 53 TEMP CORRECTION PER TABLE 310.16: 0.76 # OF CURRENT CARRYING CONDUCTORS: 4 CIRCUIT FILL CORRECTION PER TABLE 310.15(B)(2)(a): 0.8 CIRCUIT CONDUCTOR SIZE: AWG 10 THWN-2 REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8 (A&B) (FROM PANELS TO INVERTER): 1.25 x 1.25 x Isc x# PER STRING 1.25 x 1.25 x 6.46 x1= 10.1 A DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16 TEMP. CORR. PER NEC 310.16 x CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a) x CIRCUIT CONDUCTOR AMPACITY PER N'EC TABLE 310.1'6 0.76 x 0.8 x 40 = 24.3A > 10.lA O.K. DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16 TEMP. CORR. PER NEC 310.16 x CONDUIT FILL CORR. PER NEC 310.15(B)(2)(a) x CIRCUIT CONDUCTOR AMPACITY PER NEC TABLE 310.16 0.96 xlx40 =38.4A > 18.lA O.K. 20A PV BREAKER WILL BE PROVIDED BACKFED 100% RULE PER NEC 690 100% x BUS RATING>=MAIN BREAKER + PV BREAKER 100% x 200A>=175A+PV BREAKER PV BREAKER <= 25A 20A<= 25A O.K. MOTOR (AC) 25%1 kVA Z-·NET LOAD (kVA)32.6 kVA *8r 100% 8 8.0 kVA Of. \ / < -J C 00 40% 32.6 9.84 WA CALCULATED LOAD (kVA)17.8 kVA TOTAL NEW LOAD ON 200A SERVICE TOTAL LOAD (A)68.3 A SOLAR PV SYSTEM BREAKER (A)20.0 A Ili .. F- TOTAL BUS BAR (A)88.3 A <D 1 ZHU: 1 MAIN OCPD =175 A > 88.3 A 1-OC 1 O/00: , ILIZU 10< 1OIL k *48 1 Z 0 1- lii O 11- 0 % 53 % P NB 6: Z 12 20 PV 4 (, SANTA ANA, CA 92707 451W. LAMBERT RD., MODULE TYPE, DIMENSIONS & WEIGHT N)AC DISCONNECT E)200A MAIN MODULE TYPE=SUNPOWER SPR-327NE-WHT-D ,_(DuJU]c>95 H E w r a (N)INVERTER,/SERVICE PANEL MODULE WEIGHT=41.0LB *E054900 -5,18 (N)1" DC COND.UIT 0 0 9.keit.z-' MODULE DIMENSIONS=61.39"X41.18" = 17.56SF 0 3 CO=00-- - 2417'ROOF PANEL WEIGHT PER ATTACHMENT=22.7LB ..pS/--"-MNE - UNIT WEIGHT OF MODULES=2.33PSF T _iff 'I 3' -*I T-BOLT 'oooe \ - ' 0 1 0 6 N)J-BOX SOLAR PANELN)18 ATTACHMENTS @72" O.C. MAX U<1)10 Pv MODULES *'-16xi" S.S. HEX\ HEAD BOLT W 1"-1 6 1 ROOF PLAN i FLANGE NUT PV-21 SCALE: 1 "=20'-0" N ALUMINUM PIECE h,FLAT FLASHING PLYWOOD\ ten -pern.Essi ARRAY & ROOF INFO Ma--f #3 1ty *BO /MID CLAMP OR END CLAMP SOLAR MOUNT RAIL L FOOT COMP. SHINGLE 11 11 5 .. 0 -9, 01 239 1 +/changes r 0> UD on from thr * Boacifions SHALL NOT& d *14 thb vi olation ot any0 Our ST:ite Lcuju -Dat@..........=- A ANA 0 1-12.m-£=42 " x 33" LAG BOLT ROOF TYPE- COMP.W*' MIN. PENETRATION ROOF FRAMING- 2"X4" RAFTERS @24"O.C. ROOF SLOPE- 21° - .. +2"x4" RAFTER @24"0.C, \ ROOF AZIMUTH- 180° ROOF PANEL AREA- 176 SF #00'9163 yi%1 ROOF FACE AREA- 457 SF li \ EXP *30·14 1* #2 CONNECTION DETAIL % COVERAGE- 39%PV-21 1 2 u G as dE PV 2 -1 REQUIRED SIGNAGE 1. LABEL FOR SOLAR DC DISCONNECT: 690.14(C)(2) SOLAR DC DISCONNECT 2. LABEL FOR SOLAR DC DISCONNECT: 690:53 MPPT 1 OPERATING CURRENT: 12.0 ADC OPERATING VOLTAGE: 273.5 VDC MAXIMUM SYSTEM VOLTAGE: 344.8 VDC MAXIMUM SYSTEM CURRENT: 16.2 ADC 3. LABEL FOR JUNCTION BOX: 690.35(F) WARNING! ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED, NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED 4. PROVIDE A PLACARD WITH THE FOLLOWING WORDING IN 1/4" HIGH LETTERING LABEL FOR SOLAR AC DISCONNECT: 690.17(4) WARNING! ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION 5. LABEL FOR SOLAR AC DISCONNECT: 690.14(C)(2) SOLAR AC DISCONNECT = U u, 6. LABEL FOR INSIDE MAIN SERVICE PANEL: 690.64(B:)(7) £CO - 0 2 0 0-LUY WARNING! INVERTER OUTPUT CONNECTION 40 00 O 0 E i DO NOT RELOCATE THIS OVERCURRENT DEVICE <Wor L.1 mts ZZ<)ODME FIRE DEPARTMENT REQUIRED SIGNAGE O 100. O 1 7. THE FOLLOWING SIGNAGE MUST HAVE A MINIMUM OF 3/8" HIGH LETTERING;IN ARIAL FONT(NON-BOLD), WITH CAPITAL LETTERS, WHITE ON RED BACKGROUND * AND ON A REFLECTIVE, WEATHER RESISTANT MATERAL.oi E AT THE MAIN SERVICE DISCONNECT PROVIDE A SIGN - CD WITH THE FOLLOWING WORDING: LO0 < >h m g ---- CAUTION z d <JSOLAR' ELECTRIC SYSTEM CONNECTED M co 00 THE SIGN SHOULD BE PLACED ON THE OUTSIDE COVER IF THE MAIN SERVICE DISCONNECT IS OPERABLE WITH THE SERVICE PANEL CLOSED 0 8. ON ALL INVERTER AND EXTERIOR PV CONDUIT,01 RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES AND 5!2!(00 <Don -JUNCTION BOXES PROVIDE A SIGN WITH THE FOLLOWING ZHCO< WORDING:022< O LL 9 Z CAUTION 0-<NCD 05-IN< SOLAR CIRCUIT MARKING SHALL BE PLACED EVERY 10 FEET AT TURNS AND ABOVE AND/ OR BELOW PENETRATIONS AND AT ALL PV COMBINER AND JUNCTION BOXES. LU CIO E 2 1- 00 42 00 NB 6E Z LLI PV 5 A 714-540-0232 ri BREA, CA 92821 T: 714-676-8888 m l..ET C ' 20 n fiiiii 1,0 Ill 94%e 0 27 -0 1 99*SWE=h,tf 0 : 1·7 4 it /-- il· 1 09 rri L E»-7C5 0 0 /9'C r 9 i 152\4'-34 g E a . 21 · ,1 481 11% mo + er ·· · '5 r,d 41O 17'. = A. 80 0 ·. I J ;-4 32 00 4 21' 9 30 AM) VN -- Date ity r mance or State Law. 2 StoG W.1.3 23A- ft cra 8.40otma elims m m .4;> a SE 6, g ,UNa lus.03)2= U = 0 JulE = 8 21 51 02 2. 6= a r - 20.1 5 2 M 2 y m 9 <,9 29 a2. 02 0 m. 3 a€ 0 0, = 7 2 211,4 49 90 R. i 2 i. 0 t. Im F r- -4 3 90 9 9 2a M =41 ©g N·