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HomeMy WebLinkAbout10180926_2218 EVERGREEN - Plan (2)LEVI BUILDERS THE ALONZO RESIDENCEIll ,.3 . '71 3.27 kW PHOTOVOLTAIC SYSTE SSUE,DATE CONSTRUCTION SHALL COMPLY WITH 2013 CBC, CMC, CPC, CEC & CRC ELECTRICAL TO COMPLY WITH 2014 NEC AND INTERNATIONAL ELECTRICAL CODE ROOFING INFORMATION PHOTOVOLTAIC NOTES k 2/27/2014 REV.:DATE:.DESCRIPTION:-B¥ SHEET INDEX Tl - TITLE SHEET ARCHITECTURAL Al - SITE PLAN ELECTRICAL El - ELECTRICAL SITE PLAN E2 - SINGLE LINE E3 - PHOTOVOLTAIC SIGNAGE STRUCTURAL Sl - TYP. CONNECTION DETAILS OTHER PROJECT DETAILS OPD1 -MODULE & INVERTER SPECIFICATIONS EXISTING ROOF t PITCH 1 WIND SPEED EXPOSURE CATEGORY ( ARRAY INFORMATION MODULE WEIGHT 2 MODULE LENGTH f MODULE WIDTH 2 MODULE DEPTH 1 IOTAL MODULES 1 TOTAL ROOF AREA E TOTALARRAYAREA 1 % AREA OF PANELS GENERAL ELECTRICAL NOTES 1. EQUIPMENT USED SHALL BE NEW. UNLESS DOMP. SHINGLE ALL MATERIALS, EQUIPMENT, INSTALLATIONAND 8 DEGREES WORK SHALL COMPLY W/: Ilo - 2013 CBC/201218C -2013 CRC/2013 IRC - 2013 CEC / 2014 NEC -2013 CMC/2013 UMC -2013 CPC/2013 UPC -2013 CFC /2013 IFC ALL EQUIPMENT SHALL BE LISTED AND LABELED BY A RECOGNIZED ELECTRICAL- TESTING LABORATORY AND INSTALLED PER LISTING REQUIREMENTS AND THE MANUFACTURERS INSTRUCTIONS. Il LBS ; 1.39 ALL OUTDOOR EQUIPMENT SHALL BE NEMA 3R RATED, INCLUDING ALL ROOF MOUNTED11.18" TRANSITION BOXES AND SWITCHES. .81' 0 ALLEQUIPMENTS SHALL BE PROPERLY GROUNDED AND BONDED IN ACCORDANCE WITH NEC ARTICLE 250. )16:SQ. FT. 81.65 SQ. FT.ALL CIRCUITS CONNECTED TO MORE THAN - THE SUM OF THE AMPERE RATING OF THE OVERCURRENT DEVICES IN CIRCUITS SUPPLYINGPOWERTOTHEBUSBAROR CONDUCTOR SHALL NOT EXCEED 120% OF THE RATING OF BUSBAR OR CONDUCTOR. - THE INTERCONNECnON POINT SHALL BE ON THE UNE SIDE OF THE GROUND FAULT PROTECTION EQUIPMENT. - EQUIPMENT CONTAINING OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO THEiBUSBARj OR CONDUCTOR SHALL BE MARKED TO INDICATE THE PRESENCE OF ALL SOURCES. - CIRCUIT BREAKER, IF BACKFED, SHALL BE SUITABLE FOR SUCH OPERATIONS. TO MINIMIZE OVERHEATING OF THE BUSBAR IN PANEL BOARD,THE PANEL BOARD MAIN CIRCUIT BREAKERAND PV POWER SOURCE CIRCUIT BREAKER SHALL BE PHYSICALLY LOCATED AT THE OPPOSITE END OF THE BUSBAR. NO BUILDING, PLUMBING OR MECHANICAL VENTS TO BE COVERED OR OBSTRUCTED BY THE SOLAR MODULES. NOTIFY SERVING UTILIrr BEFORE ACTIVATION OF PV SYSTEM. WHEN A BACKFED BREAKER IS THE METHOD OF UnLITY INTERCONNECTION, BREAKER SHALL NOT READ LINE AND LOAD. CONDUITS TO BE PAINTED TO MATCH RESIDENCE SMOKE AND CARBON MONOXIDE DETECTORS WIU BE INSTALLED IF RESIDENCE DOES NOT HAVE ANY ( Code references: CBC § 9071 1 1 .5 and CRC § R314) ( Code references: CBC § 420.4 and CRC § R315) APPROVED PLANNING DIVMMON PROJECT INFORMATION 10 SUNPOWER E20-327 SOLAR MODULES & 1 PVI-3.0-OUTD-S-US-A INVERTER ROOF MOUNT ALL NEC REQUIRED WARNING SIGNS, MARKINGS, AND LABELS SHALL BE POSTED ON EQUIPMENT M AND DISCONNECTS PRIOR TO ANY INSPECTIONS TO BE PERFORMED BY THE BUILDING DEPARTMENT INSPECTOR. G ASTER I.D.7,014 - 11330% .P. LA - -Zone_ R / COMP. SHINGLE DRAWN BY: - CHK.: - APV.:- OTHERWISE NOTED. 2. EQUIPMENT USED SHALL BE UL LISTED, UNLESS OTHERWISE NOTED. 3. EQUIPMENT SHALL BE INSTALLED PROVIDING ADEQUATE PHYSICAL WORKING SPACE AROUND THE EQUIPMENT AND SHALL COMPLY WITH NEC. 19%ONE SOURCE SHALL HAVE OVERCURRENT DEVICES LOCATED SO AS TO PROVIDE OVERCURRENT PROTECTION FROM ALL SOURCES. SUM:;MODULE WEIGHT 410 LBS. SUM: MOUNTS AND RAIL WEIGHT (0.4 LB/SQ. FT.)72.66 LBS. TOTAL INSTALLATION WEIGHT 482.66 LBS. TOTAL INSTALLATION AREA 181.65 SQ. FT DISTRIBUTION LOAD 2.65 LBS / SQ. FT. PROPERTY AND CODE INFORMATION THE UTIUTY-INTERACTTVE INVERTERS SHALL AUTOMATICAUY DE-ENERGIZE ITS OUTPUT TO THE CONNECTED ELECTRICAL PRODUCTION AND DISTRIBUTION NETWORK UPON LOSS OF VOLTAGE IN THE SYSTEM AND SHALL REMAIN IN THAT STATE UNTIL THE ELECTRICAL PRODUCnON AND DISTRIBUTION NETWORK VOLTAGE HAS BEEN RESTORED. DUE TOiTHE FACT THAT PV MODULES ARE ENERGIZED WHENEVER EXPOSED TO THE UGHT PV CONTRACTOR SHALL DISABLE THE ARRAY DURING INSTALLATION AND SERVICE BY SHORT METALLIC RACEWAYS OR METALLIC ENCLOSURES ARE REQUIRED WIRING METHOD FOR INSIDE THE BUILDING FOR PV SYSTEMS. FLEXIBLE, FINE-STFWIDED CABLES SHALL BE TERMINATED ONLY Wl™ TERMINALS, LUGS, DEVICES, OR CONNECTOR THAT ARE<IDENTIFIED AND LISTED FOR SUCH USE. CONNECTORS SHALL BE LATCHING OR LOCKING TYPE. CONNECTORS THAT ARE READILY ACCESSIBLE AND OPERATING AT OVER 30'VOLTS 4. COPPER CONDUCTORS SHALL BE USED AND SHALL HAVE INSULATION RATING 600V, 90 C. UNLESS OTHERWISE NOTED. 5. CONDUCTORS SHALL BE SIZED IN ACCORD- ANCE TO NEC. CONDUCTORS AMPACITY SHALL BE DE-RATED FOR TEMPERATURE INCREASE, CONDUIT FILL AND VOLTAGE DROP. 6. EXPOSED NON-CURRENT CARRYING METAL PARTS SHALL BE GROUNDED AS PER NEC. 7. LOAD SIDE INTER-CONNECTION SHALL COMPLY WITH NEC. 8. ALL ELECTRICAL CONDUIT TO BE METAL CONDUIT. PROPERTY OWNER: ANTONIO ALONZO PROJECT SITE: 2218 EVERGREEN ST SANTA ANA, CA 92707 OCCUPANCY GROUP R-3 TYPE OF CONSTRUCTION VB STORIES 1 SQ. FT.916 SQ. FT. CIRCUITING, OPEN CIRCUITING, OR COVERING THE ARRAY WITH OPAQUE COVERING. ALL CONDUCTORS EXPOSED TO WEATHER SHALL BE LISTED AND IDENTIFIED FOR USE IN DIRECT SUNLIGHT. THEMODULECONDUCTORSMUSTBETYPEUSE-2 OR USTED FOR PHOTOVOLTAIC WIRE.PV SYSTEM CONNECTED ON THE LOAD SIDE OF THE SERVICE DISCONNECTING MEANS OF THE OTHER SOURCES AT ANY DISTRmUTION EQUIPMENT ON THE PREMISES SHALL MEET THE FOLLOWING: - EACH SOURCE CONNECTION SHALL BE MADE AT THE DEDICATED CIRCUIT BREAKER OR FUSIBLE DISCONNECT]NG MEANS. SHALL REQUIRE TOOL TO OPEN AND MARKED °DO NOT DISCONNECT UNDER LOAD OR 'NOT FOR CURRENT INTERRUPTING". EQUIPMENT GROUNDING CONDUCTOR FOR PV MODULES SMALLER THAN BAWG SHALL BE PROTECTED FROM PHYSICAL DAMAGE BY A RACEWAY OR CABLEE ARMOR. EQUIPMENT GROUNDING CONDUCTOR FOR PV SYSTEM WITHOUT GROUND FAULT PROTECTION AND INSTAUED ON NON-DWELUNG UNIT MUST HAVE AMPACITY OF AT LEAST 2 TIMES THE IEMPERATURE AND CONDUIT FILL CORRECTED CIRCUIT CONDUCTOR AMPACITY. FINE-STRANDED CABLES USED FOR BATTERY TERMINALS, DEVICES, AND CONNECTIONS REQUIRE LUGS AND TERMINALS LISTED AND MARKED FOR THE USE. PLANNER .12.i -DATEri(%114 GSS TRANSFERRED BYLED DATE_5 | 291 ll(-CLIENT INFORMATION PLANNING INSPECTION REQUIREDONE_ ,,XROUGH_ .FINAL ANTONIO - ALONZO NAME (714). ---2218 EVERGREEN ST SANTA ANA, CARETAIN PLANS FOR FUTURE REVISIONS.92707 SUBJECT TO ITEMS CHECKED AND CONDITIONS BELOW:PHOTOVOLTAIC O INTERIOR TI ONLY SOLAR SYSTEM O NO EXTER!OR ALTERATIONS/MODIFICATIONS O ALL MATERIALS TO MATCH EXISTING SHEET TITLE O SCREENING REQUIRED O SUBMIT LANDSCAPE PLANSCEIVE CONDITIONI ,J#TITLE SHEET Et € '2 *1VE Ci™*669MM6Wa SHEET NUMBER City of Santa Ana Tl PROPERTY SITE PLAN SCALE: 1/8"=1'-0" 1- LEVI BUILDERS F- 30A AC DISCONNECT 0-K 200A (E) MAIN SERVICE n 12W240VAC SINGLE PHASE /- PVI-3.0-OUTD-US-A INVERTER \ 1/ISSUE DATE 1 1 2 2/27/2014 A A 1 REV. DATE:-DESCRIPTION>BY CONDUIT TO INVERTER 23 14' 11" JBOX PROJECT INFORMATION 4' y'-4------- 64' 2" -- • I I 48' 9" 1 8 • 49' 1" • I j 10 SUNPOWER E20-327 SOLAR MODULES & 1 PVI-3.0-OUTD-S-US-A INVERTER ROOF MOUNT 1 1 L-- (E) STRUCTURE - ARRAY 1: 1 STRING OF 6 (MPPTI) 1 STRING OF 4 (MPPT2) 10 TOTAL MODULES ROOF MOUNTED - FLUSH COMP. SHINGLE DRAWN BY: - CHK.:- APV - GSS CLIENT INFORMATION PROPERTY UNE n ANTONIO 4 ALONZO 9: VICINITY MAP 130' 9" CITY OF SA4 UN E AX·2218 EVERGREEN ST SANLA ANA, CA 92707 PHOTOVOLTAIC SOLAR SYSTEM SHEET TITLE /4/ fo>SITE PLAN MIrgreen St. Santa Ana, CA 42702USA C VOSAO. '.1 -0\I- - 1 SHEET NUMBER i ear A 1 ..9 +Ir a ELECTRICAL SITE PLAN LEVI BUILDERS tr F- 30A AC DISCONNECT /r/2 200A (E) MAIN SERVICE n 120/240VAC SINGLE PHASE - PVI-3.0-OUTD-US--A INVERTER ISSUE DATE 4\ A d 2/27/2014 8 A CONDUIT TO - INVERTER REV.:DATE.-DESCRIPTION+-BY 23 6" a 14' 11" - JBOX 64' 2" 7 PROJECT INFORMATION I. 1 -48' 9" ... ... / - (E) STRUCTURE - ARRAY 1 1 STRING OF 6 (MPPTU 1 STRING OF 4 (MPPTZ) 10 TOTAL MODULES ROOF MOUNTED - FLUSH 49' 1" •10 SUNPOWER E20-327 SOLAR MODULES & 1 PVI-3.0-OUTD-S-US-A INVERTER ROOF MOUNT COMP. SHINGLE DRAWN BY.- CHK.: --- APV - PROPERTY UNE 7 GSS : UGC· I r- Fizurt 26. Slide UGC- 1 greurtdir dip,mo,up rlounnrlg of of * Torque module, In place on ropof d,p. Nrbs -Upenefrgieradanod- **nondoralegroundipath thmugh Mil (sre Ff . 3, rewrsemle). Solo,Mour,1®,0 104 4·pe) 130' 9 N W S CLIENT INFORMATION ANTONIOSOLARMOUNYALONZO Top Mounting UniRac Grounding Clips and WEEBLugs - 225.6 2218 EVERGREEN ST SANTA ANA, CA UGC-1 92707 TOP+ 9, 1,1=29 PHOTOVOLTAIC SOLAR SYSTEM Ttdt 1 SHEET TITLE Intertek ELECTRICAL SITE PLAN Fi:ur, 27. Insert a bohinthe WEEBLug auminum railor/hruitgh rhe deGrancehokin the staindess sled flat •„s her. Mace the Ma,nleusteet flat 1,sher on the bok Ine'hed $0thedimp.,i!conloafhe alumnum mil. Place the fug porrion SHEET NUMBERon th¢ boit and sminless twel jint er sher. Ins,11 stailttess gedllai 1.-her. fik •usher ond rwi, 1¥,arnihenutunfilihidimplesare m*121* embedded into 0,2 rail - and log. The ennbedded dunple make 0...... 2. Sle•,less Diet Flol agas·tight mechan,Mal,onnecnon » Washer 1 WEEBI and ensure good <12<*™c co,tnea=,E bmienthcoluminumraitandthe 4 through the WEBB.9224*- -0,0.-- WEEBLUg 6.0 t. LEVIBUILDERS a THE ALONZO RESIDENCE C 3.27 kW PHOTOVOLTAIC SYSTEM 1 x--Ae-©E*B FOR ISSUE DATE SHEET INDEX CONSTRUCTION SHALL COMPLY WITH 2013 CBC, CMC, CPC, CEC & CRC ELECTRICAL TO COMPLY WITH 2014 NEC AND INTERNATIONAL ELECTRICAL CODE ROOFING INFORMATION PHOTOVOLTAIC NOTE'S 1 0122/2lillianst o 1 tvNLE 1 #Imm,9* Tl -TITLE SHEET ARCHITECTURAL Al --SITE PLAN ELECTRICAL El -ELECTRICAL SITE PLAN E2 - SINGLE LINE E3 - PHOTOVOLTAIC SIGNAGE STRUCTURAL Sl -TYP. CONNECTION DETAILS OTHER PROJECT DETAILS OPD1 i, - MODULE & INVERTER SPECIFICATIONS U GENERAL ELECTRICAL NOTES 1. EQUIPMENT USED SHALL BE NEW, UNLESS OTHERWISE NOTED. 2. EQUIPMENT USED SHALL BE UL LISTED, UNLESS OTHERWISE NOTED. 3. EQUIPMENT SHALL BE INSTALLED PROVIDING ADEQUATE PHYSICALWORKING SPACE AROUND THE EQUIPMENT AND SHALL COMPLY WITH NEC. 4. COPPER CONDUCTORS SHALL BE USED AND SHALL HAVE INSULATION RATING 600V, 90 C. UNLESS OTHERWISE NOTED. 5. CONDUCTORS SHALL BE SIZED IN ACCORD- ANCE TO NEC. CONDUCTORS AMPACITY SHALL BE DE-RATED FOR TEMPERATURE INCREASE, CONDUIT FILL AND VOLTAGE DROP. 6. EXPOSED NON-CURRENT'CARRYING METAL PARTS SHALL BE GROUNDED AS PER NEC. 7. LOAD SIDE INTER-CONNECTION SHALL COMPLY WITH NEC. EXISTING ROOF PITCH W[ND SPEED EXPOSURE CATEGORY ARRAY INFORMATION MODULE WEIGHT MODULE LENGTH MODULE WIDTH MODULE:DEPTH TOTAL MODULES TOTAL ROOF AREA TOTAL ARRAY AREA % AREA OF PANELS SUM: MODULE WEIGHT SUM: MOUNTS AND RAIL WEIGHT (0.4 LB/SQ. FT.) TOTAL INSTALLATION WEIGHT TOTAL INSTALLATION AREA DISTRIBUTION LOAD PROPERTY AND CODE INF PROPERTY OWNER: ANTONIO ALONZO PROJECT SITE: 2218 EVERGREEN ST SANTA ANA, CA 92707 OCCUPANCYGROUP R-3 TYPE OF CONSTRUCTION VB STGRIES 1 SQ. FT.916 SQ. FI. COMP. SHINGLE 18 DEGREES 110 C 41 LBS 61.39' 41.18" 1.81" 10 916 SO. FT. 181.65 SQ. FT. 19% 410 LBS. 72.66 LBS. 482.66 LBS. 181.65 SQ. FT. 2.65 LB@ / SQ. FT. ALL MATERIALS, EQUIPMENT, INSTALLATION AND WORKSHALL COMPLY W/: -2013 CBC/2012 IBC - 2013 CRC /2013 IRC - 2013 CEC / 2014 NEC - 2013 CMC / 2013 UMC - 2013 CPC / 2013 UPC - 2013 CFC / 2013 IFC ALL EQUIPMENT SHALL BE LISTED AND LABELED BY A RECOGNIZED ELECIRICAL TESTING LABORATORY AND INSTALLED PER LISTING REQUIREMENTS AND THE MANUFACTURER'S INSTRUCTIONS. ALL OUTDOOR EQUIPMENT SHALL BE NEMA 3R RATED, INCLUDING ALL ROOF MOUNTED TRANSITION BOXES AND SWITCHES: ALL EQUIPMENTS SHALL BE PROPERLY GROUNDED AND BONDED IN-ACCORDANCE WITH NEC ARTICLE 250. ALL CIRCUITS CONNECTED TO MORE THAN ONE SOURCE SHALL HAVE OVERCURRENT DEVICES LOCATED SO AS TO PROVIDE OVERCURRENT PROTECTION FROM ALL SOURCES. THE UTILITY-INTERACTIVE INVERTERS SHALL AUTOMATICALLY DE-ENERGIZE iTS OUTPUT TO THE CONNECTED ELECTRICAL PRODUCTION AND DISTRIBUTION NETWORK UPON LOSS OF VOLTAGE IN THE SYSTEM AND SHALL REMAIN IN THAT STATE UNTIL THE ELECTRICAL PRODUCTION AND DISTRIBUTION NEIWORK VOLTAGE HAS BEEN RESTORED. DUE TO THE FACT THAT PV MODULES ARE ENERGIZED WHENEVER EXPOSED TO THE LIGHT, PV CONTRACTOR SHALL DiSABLE THE ARRAY DURING INSTALLATION AND SERVICE BY SHORT CIRCUITING, OPEN CIRCUITING, OR COVERING THE ARRAY WITH OPAQUE COVERING. ALL CONDUCTORS EXPOSED TO WEATHER SHALL BE LISTED AND IDENTIFIED FOR USE IN DIRECT SUNLIGHT. THE MODULE CONDUCTORS MUST BE TYPE USE-2 OR LISTED FOR PHOTOVOLTAIC WIRE.PV SYSTEM CONNECTED ON THE LOAD SIDE OF THE SERVICE DISCONNECTING MEANS OF THE OTHER SOURCES AT ANY DISTRIBUTION EQUIPMENT ON THE PREMISES SHALL MEET THE FOLLOWING: - EACH SOURCE CONNECTION SHALL BE MADE AT THE DEDICATED CIRCUIT BREAKER OR FUSiBLE DISCONNECTING MEANS. - THE SUM OF THE AMPERE RATING OF THE OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO THE BUSBAR OR CONDUCTOR SHALL NOT EXCEED 120% OF THE RATING OF BUSBAR OR CONDUCTOR. THE INTERCONNECTION POINT SHALL BE ;ON THE LINE SIDE OF THE GROUND FAULT PROTECTION EQUIPMENT. - EQUIPMENT CONTAINING OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO THE BUSBAR OR CONDUCTORSHALL BE MARKED TO INDICATE THE PRESENCE OF ALL SOURCES. - CIRCUIT BREAKER, IF BACKFED, SHALL BE SUITABLE FOR SUCH OPERATIONS. TO MINIMIZE OVERHEATING OF THE BUSBAR IN PANEL BOARD, THE PANEL BOARD MAIN CIRCUIT BREAKER AND PV POWER SOURCE CIRCUIT BREAKERSHALL BE PHYSICALLY LOCATED AT THE OPPOSITE END OF THE BUSBAR. ALL NEC REQUIRED WARNING SIGNS, MARKINGS, AND LABELS SHALL BE POSTED ON EQUIPMENT AND DISCONNECTS PRIOR TO ANY INSPECTIONS TO BE PERFORMED BY THE BUILDING DEPARTMENT INSPECTOR. METALLIC RACEWAYS OR METALLIC ENCLOSURES ARE REQUIRED WIRING METHOD FOR INSIDE THE BUILDING FOR PV SYSTEMS. FLEXIBLE, FINE-STRANDED) CABLES;SHALL BE TERMINATED ONLY WITH TERMINALS, LUGS, DEVICES, OR CONNECTOR THAT ARE IDENTIFIED AND LISTED FOR SUCH USE. CONNECTORS SHALL BE LATCHING OR LOCKING TYPE. CONNECTORS THAT ARE READILY ACCESSIBLE.AND OPERATING ATYOVER 30 VOLTS SHALL REQUIRE TOOL TO OPEN AND MARKED '[DO NOT DISCONNECT UNDER LOAD" OR "NOT FOR CURRENT INTERRUPTING'. EQUIPMENT GROUNDING CONDUCTOR FOR PV MODULES SMALLER THAN 6AWG SHALL BE PROTECTED FROM PHYSICAL DAMAGEBY A RACEWAY OR CABLE ARMOR. EQUIPMENT GROUNDING CONDUCTOR FOR PV SYSTEM WITHOUT GROUND FAULT PROTECTION AND INSTALLED ON NON-DWELLING UNIT MUST HAVE AMPACITY OF AT LEAST 2 TIMES THE TEMPERATURE AND CONDUIT FILL CORRECTED CIRCUIT CONDUCTOR AMPACITY FINE-STRANDED CABLES USED FOR BATTERY TERMINALS, DEVICES, AND CONNECTIONS REQUIRE LUGS AND TERMINALS. LISTED AND MARKED FOR THE USE. NO BUILDING, PLUMBING OR MECHANICAL VENTS TO BE COVERED OR OBSTRUCTED BY THESOLAR MODULES. NOTIFY SERVING UTILITY BEFORE ACTIVATION OF;PV SYSTEM. 1 1 1 WHEN A BACKFED BREAKER IS THE METHOD OF .A™*aG By --0-» UTILITY INTERCONNECTION, BREAKER SHALL NOT READ LINE AND LOAD.PROJECT INFORMATION , 7 CONDUITS TO BE PAINTED TO MATCH RESIDENCE SMOKE AND CARBON MONOXIDE DETECTORS 10 SVNPOWER WILL BE INSTALLED IF RESIDENCE DQES NOT E20-327 HAVE ANY SOLAR MODULES ( Code references: CBC § 907.2.11.5 and CRC § R314) & ( Code references: CBC §420.4 and CRC § R31@ 1 PVI-3.0-OUID-S-US-A INVERTER ROOF MOUNT COMP. SHINGLE 106 --*· - 'm-" '9·r: r':rrhA.- 1 - ..I ..y_ DRAWN BY: - CHIC: - APV.:- - I . :··1 11<2669.=TIC=ge. -S-E 'e :4-1 019 LD._70 N - 11 3 3 01 GSS G.p. l..0 ame 21 CLIENT INFORMATION '1 PLANNER 9- 501-0 DATE 3 //1 ) IM ANTONIO ALONZO 1-RANSFERRED BY DATE 2218 EVERGREEN ST PLANNING INSPECTION REQUIRED:SANTA ANA, CA ROUGH FINAL_NONE >t -92707 NAME (714) - PHOTOVOLTAI - - SOLAR SYSTE RETAIN PLANE FOR FUTURE REVIS]O·NS. --, SUBJECT TO ITEMS CHECKED AND CONDITIONEHEETTITLEBELOW: .':.3 O INTERIOR TI ONLY O NO EXTERK>R ALTERATIONS/MODIFICAT,ONS TITLE SHEET O ALL MATERIALS TO MATCH EXISTING O SCREENING REQUIRED O SUBMIT LANDSCAPE PLANS 0 8. ALL ELECTRICAL CONDUIT TO BE METAL ECEI V:E CONDUIT.R D CONDITIONS: fol©·r .RA fe'e'\ i SHEET NUMBER! MAR 1 8 2014 City of Santa Ana Th . -. 1 8.1-4&13) BJEOF•aa MESH GAADING PEFAA".4 l o t R 09 2-c, = OCC.GROUP 2/b U CONSTa TYPE_ ......Y... 9.- CODE EDmON (80 2-0 t.3 FLOOD ZONG ... ,... .... FUL DD ZONE CERnE REOD YES'i ' MICROFILM YES N)RADiANT BARMER @ROOF YES 0 RESIDENTIAL DEV. FEE SCHOOL D:STRET YES eo Q pROPBRTY SITE PLAN SCALE: 1/8"=1'-7 Powerone - -(10) Sunpower PVI-3.0-OUTD-S-US-A E20-327 AC Disconnect -Azimuth: 90° Main Service Panel -PROPERTY LINE Tilt: 18° --- --- - .1---- I pr, 5'-0" --r-Inn 1 J0 43"4 1 J f 0 00 LEVI BUILDERS X lit ISSUE DATE -2/27/2014 REV.:DATE:-DESCRIPTION -BY 46'-40'19'-4" i -' z 3,-I1I PROJECT JNFORMATION 0 - 1 PM-30 0Um S-USA 00 0/10 SUNPOWER E20-327 N L LU C SOLAR MODULES VERTER & 0 / LU COMP. SHINGLE /O 0 4'3"ROOF MOUNT / LU l1 \ DRIVEWAY j. DRAWN BY: - CHIC: - APV.:- 14'-1"_ _ ARCHITECTURAL STRUCTURAL --- ------- - GSS1 1 - DetachAI Garage lip- -1-- .I. 0 ve . I CLIENT INFORMATION --- - ACCEPIED FOR CONSTRt.'4"r,nN -PROPFRTY (,INE- r ANTONIO PERMITTYPE:LOGELECT PLBG ELECTRICAL. PLUMBING & MECHANICAL PLANSSEPARATE PERM:TS ARE REQUIRED FOR 'ALONZO VICINITY MAP This let of plans and specifications must be kept on the je SANTA ANA, CA MECH GRADING 92707 2218 EVERGREEN ST PERMIT#i O \ 10 9 14 at all times and it is unlawful to make any changes Ialterations on same without written permission from th. OCC. GROUP €3 1 City of Santa Ana. PHOTOVOLTAIC CONSTR. TYPE VA SOLAR SYSTEM I The acceptance of this plan and specifications SHALL NO-;g be held to permit nor be an approval of the violation of an, CODE EDITION dhe- &0 [3 provisions of ANY City Ordinance or State Law. 1 SHEETTITLEFLOOD ZONE 1 2 -: Accepted By.*i--Date-iI=!=- /7 --0-/t\.FLOOD ZONE GERTIE REQ'D YES /NO roF-gmt-* ta SITE PLAN MICROFILM YES < NO |1 Date Issued =-i----- RAD]ANT BARRIER @ ROOF YES < NO E SHEET NUMBER RESIDENTIAL DEV. FEE YES NO SCHOOL D!STRICT 4 1 PROPERTY LINc ,ELECTRICAL SITE PLAN LEVI BUILDERS / A X Powerone - -(10) Sunpower ISSUE DATE PVI-3.0-OUTD-S-US-A E20-327 AC Disconnect -Azimuth: 90°2/27/2014 Main Service Panel -Tilt: 18°REV.:DATE>DESCRIPTION:-BY - 31" EMT Exact Location to Vary ... PROJECT INFORMATION W ,.J-box ]L 10 SUNPOWER E20-327 SOLAR MODULES & 1 PVI-3.0-OUTD-S-US-A INVERTER ROOF MOUNT COMP. SHINGLE DRAWN BY: - CHK.: - APV.:- GSS CLIENT INFORMATION SOLARMOUNr Top Mounting UniRac Greunding Clips and WEEBLugs - 225.6 UGC-1 ANTONIO ALONZO 2218 EVERGREEN ST SANTA ANA, CA 92707 Nib Intertek 4'itt i Moduie liboll PHOTOVOLTAIC 1 SOLAR SYSTEM Fipre 'e . 511.·h, 6 GC 1 F„ rd ille SHEET'TITLE A= UGC-1 =£-4 el p /,i,u mp r,•u M,7 * 4,·u 1 wist,nd •87 isation and create R, mizdil: pall! 1 2 - 4113%.1+r:MI-r , 7'4 t|rui,sh,i,dri,•1'ix.3,1,veeifilf).N ELECTRICAL501.,Mounl®rollic:, 1·,1)e! A SITE' PLAN Piqur: 27. ins·:Ilboki,idic WEEBLug amn .·nimii,Ii'.rihiough,he dcaiance hoi.· 1.11 ;he 'Laiin'e'.sid B.„i,ihii. ;'A·re,h,• ·,cintesssteel Ba, Bas4:,··en ihe h.·.1,·..·i, L·,aed sotl. di.·im?es M.k ·ira r IAL·W. E SHEETNUMBER 1 on £11:bodd,IlivE„lbi. mdir..:, ) ·"u·r. 1:Mis:011:ic.:1elfla ·.twihir.j·i:4,tu.LIT:·Ifidmi:. 118# 9:11 0 zinrim ilihedmiv!,sa:e rempier .i.·,mb d,R. innid!:·ni•1 0,14 5,iy jhe e bcd.1,·ddi,i:,ile: inake St: ·/I'Sl·lei F/::1 68"·lig /li'r:ech .,irr.,i.w;i,10 ion w. m i·.VEEB).i;d .:sii •.· gai.1 fl/i·!c.·.1(ob.M·!M 1;••i..·4.•.·i ,·.:ir:IN·i:irmm iui'ji.·i,d'·4£ /7 0**IA.hgVE.€6/ ..am-A fany typel WEEBLug, El 1 1 LEVI BUIdDERS MAIN UTILITY METER (240\/) 2\ BUS BAR RATING jr==33 200 AMPS PROVIDE NEW CIRCUIT BREAKER 7 2 POLE 20 AMP \ 200 AMP MAIN X CIRCUIT BREAKER 6 QTY. SUNPOWER SPR-327NE :MODULES: IN SERIES e \ISSUE DATE .+ L2- "13: 6 @ \\ 01[23 1.\BACKFEED; CALCS PER NEC690 2/27/2014 + REV.:DATE>DESCRIPTION:-BY \: : EXISTING 200A: MAIN PANEL 200A X 1.2 = 240A - 200A MAIN BREAKER OTY N• = 40A MAX PV BACKFEED PER NEC690 SUNPOWER SPR-327NE MODULES L_ N IN SERIES r- -tO b ¥ v JUNCTION BOX DC POWERONEDISCONNECT /VI-3.0-OUTD-S-US-A SWITCH /240V #8 AWG ARMOURED GROUND NEW GROUND ROD 5/8" X 10' 30A NON-FUSED AC DISCONNECT SWITCH (LOCKABLE) EXISTING GROUND ROD POWERONE PVI-3.0-OUTD-S-US-A (240V) INVERTER SPECS MAX MAX OUTPUTPmax = INPUTVOLTAGE VOLTAGE 3000 W =i600 V DC =240V AC MAX OUTPUT AMPS = 14.5A PROJECT INFORMATION 10 SUNPOWER E20-327 SOLAR MODULES & li PVI-3.0-OUTD-S-US-A INVERTER NOTES: 1. PROPOSED PV SYSTEM IS NEGATIVELY GROUNDED 2. SYSTEM CONSISTS OF 2 PARALLEL STRINGS OF 5 MODULES WIRED IN SERIES DC CONTINUOUS CURRENT: ARRAY 1&2 ISC X 156% = 6M46 A X 1.56 = 10.09 AMPS AC CONTINUOUS CURRENT AND OCPD SIZING: (INVERTER OUTPUT CURRENT) X 125% PVI-3.0-OUTD-S-US-A INVERTER 14.5 A X 1.25 = 18.12 AMPS (OVERCURRENT DEVICE) >>> 20 AMP BREAKER / FUSE DC AND AC CONDUCTOR SIZING (AMBIENT TEMP.) + (NEC 310.15(B)(2)(c) TEMP. ADJUSTMENT) 110 DEGREE FAHRENHEIT + 40 DEGREES FAHRENHEIT = 150 DEGREES FAHRENHEIT = .58 (DERATION FACTOR) DC SIDE: #10 @ 40A CONDUIT FILL = 0.8 40 x .58 x :8 = 18.56 A 18.56A > 10.09A DC CONDUCTOR SIZE = #10 AWG THWN-2 AC SIDE: #10 @ 40A 40 x .87 = 34.8 A 34.8A > 18.12A CONDUCTOR SIZE = #10 AWG THWN ROOF MOUNTSUNPOWER SPR-327NE-WHT-D MODULE SPECS COMP. SHINGLES Pmax = 327 W VMP = 54.7 V IMP = 5.98 A DRAWN: BY: - CHK.: - APV.:- VOC = 64.9 V ISC = 6.46 A WV CLIENT INFORMATION ARRAY IV CURVE ANTONIO ALONZO Pmax = 3.27 kW VMP = 328.2V IMP = 5.98 A 2218 EVERGREEN ST VOC x 1.14 SANTA ANA, CA ISC = 6.46 A 92707= 443.9 V PHOTOVOLTAIC SOLAR SYSTEM MAX TAG RATED RATED CURRENT VOLTAGE AMPS 690.8(A) *1.25 OR '1.56 NO. OF DESCRIPTION OR CONDUCTOR COND. GAUGE COND AMP TEMP. PARALLEL TYPE {T 310.15(B)(16)}RATING CORRECTION OF CIRCUITS NO. OF CURRENT 90*C (194*F) COPPER {T 310.15(B)(16)} CONDUCTOR CARRYING CONDUCTORS {T 690.31(c)} CONDUIT FILL ADJUSTED COND. DERATING FACTOR RATING {T 310=15(B)(2)} OCPD CONDUIT SIZE CONDUIT TYPE SHEET TITLE SINGLE LINE 443.9V 6.46A 10.09A 1 2 USE-2 FACTORY CABLES 10 AWG 40A .58 N/A 17.36A N/A N/A iN/A N/A N/A ;N/A N/A 1 BARE COPPER SYSTEM GROUNDING COND.6AWG N/A N/A NA N/A N/A N/A N/A SHEET NUMBER 443.9V 6.46A 10 09A 1 4 THWN-2 (CONDUIT)(4) 10 AWG 40A .8 N/A 314"EMT (1)8 AWG GROUND .58 18.56A SHEET NUMBER < D 240V 14.5A 18.12A 1 3 THWN-2 (CONDUIT)(3) 10 AWG (1) 6.AWG GROUND 40A .87 N/A 34.8A 20AJ2P 314"EMT E 2 n / PV ARRAY COMBINER/JUNCTION BOX PROVIDES TRANSITION FROM ARRAY WIRING TO CONDUIT WIRING GROUND FAULT PROTECTION PROVIDED IN INVERTE,R THE INVERTER ARE AT 240 VOLTS FROM -13°FTO+113°0 INVERTER IS LISTEDTO UL-1998, UL-1741 / IEEE-929, IEEE-1547 FCC PART 15 CLASS A AND B INVERTER OUTPUT DISCONNECT RATED AT 1) RESIDENTIAL BUILDINGS - THE MARKINGS MAY BE PLACED WITHIN THE MAIN SERVICE DISCONNECT. THE MARKINGS SHALL BE PLACED ON THE OUTSIDE COVER IF THE MAIN SERVICE DISCONNECT IS OPERABLE WITH THE SERVICE PANEL CLOSED 2) COMMERCIAL BUILDINGS - THE MARKING SHALL BE PLACED ADJACENT TO THE MAIN SERVICE DISCONNECT CLARITY VISIBLE FROM THE LOCATION WHERE THE LEVER IS OPERATED 3) MARKINGS: VERBIAGE FORMAT, AND C. MATERIAL (1) REFLECTIVEM WEATHER RESISTANT MATERIAL SUITABLE FOR ENVIRONMENT (USE UL 969 AS STANDARD FOR WEAIHER RATING) DURABLE ADHESIVE MATERIALS MEET THIS' REQUIREMENT 4) MARKING REQUIREMENTS ON DC CONDUIT RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES, DC COMBINERS, AND JUNCTION BOXES: PV SYSTEM WARNING ELECTRIC SHOCK IF A GROUND FAULT IS INDICATED, NORMALLY GROUNDED CONDUCTOR MAY BE UNGROUNDED AND ENERGIZED MOUNTED ON THE INVERTER NEC 600.35 SIGNAGE PVSYSTEM WARNING ELECTRIC SHOCK THIS EQUIPMENT SUPPLIED FROM MORETHEN ONE SOURCE TERMINAL MAYBE ENERGIZED IN OPEN POSITION MOUNTED ON THE INVERTER PHOTOVOLTAIC SYSTEM AC DISCONNECT OUTPUT CURRENT A OUTPUT VOLTAGE V MOUNTED ON THE INVERTER 30-AMPS, 2P, 240 VAC, NEMA 3R EQUIPMENT GROUNDING CONDUCTORS ON AC AND DC SIDE SIZED ACCORDING TO THE CEC 250.122 FLOATING ARRAY ONLY-GROUND REFERENCING NOTALLOWED (IE. UNDERGROUNDED SYSTEM) ALL TWIST ON WIRE CONNECTORS AND PRESSURE LUGS LISTED FOR THE ENVIRONMENT ALL USER ACCESSIBLE FUSES TO BE TOUCH SAFE, HOLDERS NO LIVE CONTACT TYPE OF MATERIAL A. VERBIAGE: CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED B. FORMAT: (1) WHITE LETTERING ON RED BACKGROUND (2) MINIMUM 3/8 INCHES LETTER HEIGHT (2) ALL LETTERS SHALL BE CAPITALIZED A. MARKINGS: PLACEMENI, VERBIAGE, FORMAT, AND TYPE OF MATERIAL B. PLACEMENT: MARKINGS SHALL BE PLACED EVERY 10 FEET ON ALL INTERIOR AND EXTERIOR De CONDUITS, RACEWAYS, ENCLOSURES, AND CABLE ASSEMBLIES, AT TURNS, ABOVE AND/OR BELOW PENETRATIONS, ALL DC COMBINERS, AND JINCTION BOXES LEVI BUILDERS E,Wty & X ISSUE DATE jECHAF 2/27/2014matte WARNING 2 SOURCES OF POWER PV/AC DISCONNECT @ ADJACENT LOCATION MOUNTED ON THE MAIN PANEL WARNING DUAL POWER SUPPLY PHOTOVOLTAIC SYSTEM MOUNTED ON MAIN PANEL PHOTOVOLTAIC SYSTEM AC DISCONNECT RATED MPP CURRENT --A RATED MPP VOLTAGE -V RATEDISC -A RATED VOC -V MOUNTED ON'DC DISCONNECT REV.:DATE>DESCRIPTION:-BY PROJECT INFORMATION BONDING FITTINGS TO BE USED WITH METAL CONDUIT WHEN DC SYSTEM VOLTAGE IS MORE THENi250VDC (4) ARIAL OR SIMILAR FONT, NOT BOLD C. VERBIAGE: CAUTION: SOLAR CIRCUIT CAUTION: SOLAR CIRCUIT PHOTOVOLTAIC SYSTEM INVERTER 10 SUNPOWER E20-327 SOLAR MODULES & GROUNDED CONDUCTORS TO BEWHITE AND EQUIPMENT GROUNDING CONDUCTORS TO BE GREEN, GREEN/YELLOW OR BARE PER 200.6 (A) 2010 CEC ALL BREAKERSFOR PV SUITABLE FOR BACKFEED SHALL NOT NEED LINE AND LOAD NOTE: o THE CONNECTORS SHALL BE OF THE LATCHING OR LOCKING TYPE AS SHOWN BELOW FORBOTH ALTERNATING CURRENT AS WELL AS DIRECT CVRRENT: 600 VDC MAX MOUNTED ON THE INVERTER 1 PVI-3.0-OUTD-S-US-A INVERTER ' %• IN SIZEE MOUNTED ON CONDUIT BOTH AC AND DC AND ALSO ON THE MOUNTED ON DC DISCONNECT ,ROOF MOUNTJ-BOXES/COMBINER BOXES EVERY 10' ON CONDUIT COMP. SHINGLE CONDUCTOR TYPE RATED FOR 909C WET RATED AND SUNLIGHT RESISTANT ALL NON-CURRENT METAL PARTS, FRAMES, BOXES ARE PROPERLY BONDED AND GROUNDED TO THE GROUNDING SYSTEM WARNING INVERTER OUTPUT CONNECTION DRAWN BY: - CHK.: - APV.:- DO NOT RELOCATE THIS OVERCURRENT DEVICE MOUNTED ON THE INVERTER GSS MOUNTED BYi BREAKER IN MAIN PANEL ALL WIRING UNDER MODULES TO BE SECURED PROPERLY WITH NO LOOSE CONDUCTORS-FREE FROM ROOF MATERIAL CONTACT AND INSTALLED IN A WORKMAN LIKE MANNER l1 N 0 00 L2 WARNING ELECTRIC SHOCK HAZARD 1 THE DC CONDUCTORS OF THISPos, Ir. e DC wthe Negotive DC wke Con.nic'od M DC->\connectid fo DC -PHOTOVOLTAIC SYSTEM ARE UNGROUNDED ANDMAY BE ENERGIZED NEC 690.35 (F) Agure 56; DC Connedion le,ming!:CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED CLIENT INFORMATION ANTONIO ALONZO ALL CONDUIT TO BE PROPERLY SECURED AND SUPPORIED PER CH.3'2010 CEC /.11 - 11,1 SANTA ANA, CA 221;8 EVERGREEN ST 92707 1. CAUTION: SOLAR ELECTRIC CONNECTED - SIGNAGE LOCATION: RESIDENTIAL BUILDINGS THE MARKING MAY BE PLACED WITHIN THE MAIN SERVICE DISCONNECT THE MARKING SHALL BE PLACED ON THE OUTSIDE COVER IF THE MAIN SERVICE DISCONNECT IS OPERABLE WITH THE SERVICE PANEL CLOSED. PHOTOVOLTAIC SOLAR SYSTEM SHEET TITLE 2. CAUTION: SOLAR CIRCUIT-LOCATION: SHALL BE PLACED EVERY 10' ON ALL INTERIOR AND EXTERIOR DC CIRCUITS, RACEWAYS, ENCLOSURES, AND CABLE ASSEMBLIES, AT TURNS, ABOVE AND BELOW PENETRATIONS, ALL DC COMBINER AND JUNCTION BOXES PV SIGNAGE A. WHITE LETTERING ON A RED BACKGROUND B. MINIMUM %" LETTER HEIGHT C. ALL LETTER SHALL BE CAPITALIZED D. ARIAL OR SIMILAR FONT, NON-BOLD E. (MATERIAL)'REFLECTIVE, WEATHER RESISTANT MATERIAL SUITABLE FOR THE ENVIRONMENT (USE UL 969 AS STANDARD FOR WEATHER RATING) DURABLE ADHESIVE MATERIALS MEET THIS REQUIREMENT SHEET NUMBER •NOTES? 1) ALL BOLTS SHALL BE TORQUED TO 30 LBS. PER FOOT 2) SYSTEM INSTALLATION TO ADHERE TO ALL MANUFACTURER'S RECOMMENDATIONS. (SPEC. SHEETS ATTACHED), NATIONAL AND LOCAL BUILDING CODES 3) PANELS TO BE MOUNTED IN ACCORDANCE WITH UNI-RAC/ UNI-STRUT INSTRUCTIONS AND LOCAL CODE 4) CUTS TO UNI-STRUT ARE TO BE PAINTED WITH COLD GALV. PAINT 5) ANTI-SEIZE THREAD COMPOUND SHALL BE APPLIED TO ALL SS BOLT HARDWARE TO PREVENT GALLING 6) KEEP BOLT IN STANCHION UNTIL RAILS ARE FASTENED TO PREVENT WATER ENTRY 7) INSTALLATION SHALL COMPLY WITH ARTICLE 690 OF THE 2010 CEC AND CBC 8) IN ANY LOCATION THAT THE CONDUIT RUNS THROUGH THE ROOF AND INTO THE BUILDING, THAT CONDUIT IS TO BE KEPT 18" BELOW THE ROOF SURFACE AND IDENTIFIED AS A SOLAR CIRCUIT 9) PROVIDE GROUND FAULT PROTECTION PER 690.5 CEC 10) KEEP B.OLT IN STANCHION UNTIL RAILSARE FASTENED TO PREVENT WATER ENTRY 11) ARRAYS WILL BE PLACED 3"-8" ABOVE ROOF SURFACE NOTES (CONTINUED): 12) DO NOT COVER (MECHANICAL AND PLUMBING) VENTS THROUGH THE ROOF WITH THE COLLECTOR 13) WHEN INSTALLED OVER A ROOF COVERING OF WOOD SHAKES OR SHINGLES WITH LESS THAN A CLASS B OR C RATING, AN ALUMINUM OR CORROSION-RESISTANT IRON SUBSTRATE OF 26 GAUGE MINIMUM THICKNESS EXTENDING AT LEAST 6IN. BEYOND THE OUTER EDGES OF THE COLLECTOR GROUP IS REQUIRED l.4- L-BRACKET - 14) ROOF FRAMING INFORMATION: 2"X4" RAFTERS @ 24" O.C. WITH PURLINS @ MIDSPAN -ss€F 11'-1" PV QUICK MOUNT DETAILS - UNIRAC SOLARMOUNT RAIL SOLARMOUNT 74"-20 T-BOLT 7 SPLICE KIT 1/4"-20 SERRATED 7 FLANGE NUT / 0 •W " /4 HEX BOLT7 %"-16 FLANGE NUT UNIR*C SOLARMOUNT RAIL 1.3 f 74"-20 T-BOLT 1 MID CLAMP 1 r SOLAR MODULE l - MID CLAMP UNIRAC SOLARMOUNT RAIL - - 1----- -I--ill-- - - - - O t LEVI BUILDERS - y"-20 SERRATED FLANGE NUT \- r SOLAR MODULE X R ' fbAL PLAISSUE DATE .9 2/27/2@-4,#nangelission fr,fn REV.·DATE:-DESCRIPTION:-BY tions S4ALL UW Date-- PROJECT INFORMATION 10 SUNPOWER E20-327 SOLAR MODULES & 1 PVI-3.0-OUTD-S-US-A INVERTER ROOF MOUNT COMP. SHINGLE DRAWN BY: - CHK: - APV.:- GSS CLIENT INFORMATION UED FO Plil-RACKING COMPONENTS -------4-U ANTONIOIll 1 NOT INCLUDED - -6-0-C O < ALONZO '* 11 -e=Be--0--e- · 2218 EVERGREEN ST SANTA ANA, CA 92707 e-c CS.03 - - e-G- O- e Unirac Solarmount Rails PHOTOVOLTAIC SOLAR SYSTEM c -6 - SHEET TITLE ITEM NO. 1 2 3 4 5 6 7 8 DESCRIPTION QTY.E FLASHING, 12" X 12"X .050". 5052, MILL 1 QBLOCK, CLASSIC, A360.1-CASIAL, MILL C -RANGER BOLT, 5/16" x 6", 18-8 SS WASHER, SEALING,5/16" ID X 3/4FOD,-- EPDM BONDED SS NUT. HEX. 5/16-18, UNC-2,18-8 SS WASHER, FLAT, 19/64" ID x 7/8" OD x 1/8" EPDM WASHER, FENDEli 5/16" ID X 1 " OD, 18-8 SS WASHER. SPLIT-LOCK. 5/16" ID. 18-8 SS NO. C70784 EXP. 06/30/2015 ---0.2 PV-Quick Mounts ------- Spaced_Eve.4_41-1 2 -----r-- --- Z m - 2x4 Rafter kn// 24"0.C. 1 1 1 2 CONNECTION DETAILS SHEET NUMBER 1 1 1 S 1 LEVI BUILDERS SUNPOWER E-SERIES SOLAR PANELS ;0 9 i TECHNICAL DATA VALUES PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-3.8-OUTD-US PVI-4.2-OUTD-US x MORE ENERGY. FOR' LIFEY - - -- Nominal Output Power W 3000 3600 3300 3800 4200 . ISSUE DATEE ---*-*·-am=-:¥a,-*·-r-**-----I¥·.-.··z'»=--1'"i- *" tIC,Lb·e·U.: -- ·7 4= - ' -t -.I'+.(-Al.-=J-=.i, rj„== Maximum Output Power W 3000 3302 3300 3800 4000?400z 3300 42007 42001 4200 4600,46002 Rated Grid AC Voltage V 208' 240 277 208 240 277 :208 240 277 208 240 171 the ' r SUNPOWER OFFERS THE BEST COMBINED POWER AND PRODUCT WARRANTY Input Side(DC) -- -I -- - -Il ii - I 2/24/2014 \ 2Numberoflndependent MPPT Channels Maximum Ugable Power for Each Channel W 2000 3000 3000 3000 POWER WARRANTY PRODUCT WARRANTY Absolute Maximum Voltage (Vrnax) V £600 REV.:DATE:-DESCRIPTION:-BYstart- Up Voltage (Vstart) V 200 (adj. 120-350) tod%Full Power MPPTVoltage Range V 160-530 120-530 146-530 140-530 Operating MPPT Voltage Range V 0.7xystart 580(>= ®V) 95% R-NE¥Maximum Current (Idcmaxl forboth MPPT in Parall A 20 32 32 32 90% Alaximum Usable Current par Channel A 10 16 16 16 Maximum Short Circuit Current Limitper Channel A 123 20.0 20.0 20.0 2 pairsTraditionalNumber of Wire Landing Terminals Per Channel Array WiringTermination Terpinal b!9Fh-fressure,Clamp, AWG10-AWG4WarrantyAutf!! Fige (Mf- Grid ConnectionType 10/2W 10/2W 10/2W -1 Split·1/1 -10aw 6Iw 0/3W10/ZW 0/3k·'10/2N 03W0 5 10 15 20 25 Split· --1/1 - - -5*- I No-1 2 Yeon More guaranteed power: 95% For first 5 years, -0.4%/yr. to year 25.8 ELECTRICAL DATA E20-327 E19-320 , Nominal Power2 Fnom)327 W 320 W Power Tolerance +5/-0%+5/-0% F Avw. Panel-Efficiency13 20.4%199% 1 , Ra2ed Voltage tompp)54.7 V 54.7 V Rated Current (Impp)5.98 A 5.86 A Open-Circuit Voltage (Voe)64.9 V 64.8 V Short-Circuit Current (Isc)6.46 A 6.24A Maximum System Voltage 600 V UL & 1000 V IEC Maximum Series Fuse 20 A Power Temp Coef. (Pmpp)-0.38% /'°C Voltage Temp Coef (Voc --176.6 mV / °C Current Temp Coef. (Isc)3.5 mA/€ REFERENCES: 1 All compiuiscns aie SPR-E20-327 vs. o representative conventional panel: 24004 approx. 1.6 i,i. 159, ellicier·cy. 2 FVE.·olunon Labs "SunPo*e, Shading Study," Feb 2013. 3 Typielly 7-906 more energy per wa•, BEW/DNV·Engineering "SunPower Yield Report," Jon 2013. 4 Sul,Pow·.., 0.25';Py, dogiadation vs. 1.0%/yr cbnv. panel. Campeau. Z. el al "SunPdwer Module [Degradolion Rc:te," Sunfower white paper, Feb 2013; Joidan, Dirk ·'SunPower Test Repc.·I,·' NREL. Od 2012 5 "SunPower Module 40.Yea, Useful Ule" SunPowerwhi e paper, Feb: 20,1 3. Useful life:is 99 cul of 100 panels optialing al moic then 70% 01 mled power. 6 0„: of all 2600 panels Hod In Photon Intern:.ti anal. Feb 2012. 7 8% more energy than h average of the lop 10 po,1,1 coi 'panies Iested in 2012·(151 panels, 102 companies). Phclon Inemational. Malch 2013. 8 Compared wilh ihe top 15 inanufaduiers. Sur,Pc·ve, Woi, anbi Review, Feb 2613 9 Someexclubions apply. 503 :mianly fo, de:oils. 10 5 offop 8 panel manufodurerb -pre ;ected by Fraunbofer ISE. "P'/ Module Durabilit y Ini,ial,ve Public Repoil," Feb 2013. 11 Compareci .vilh Ihe non-:iress-tested coritfol:panel. Alias 25+ Durabilitytesl'repoil, Feb 2013. 12i Standard Test Cor.dilions (1000 W/At imidicnce. AM -1.5.25' C). 13 Based on average of meosured power values during production. Seethup://.www.sunpowercorp.com/facls for more reference informalion For funher details, see supplementary specs: h k., il 201 3 1 J.,2C,%0 f Co, 00,01' .4 All „::h:, , 0,ir· Ed. SUNPOWER, 11·i•'61 3,NI©WER logo, MAXEON, MORE ENERGY? FOR UFE Coil,nol'r,9. 5fy'r,;-:,1,-on, ,·:rli,di•d ;i, Iii- Jclu51;te: cre Aubiecl lo change wilhout nolice. 0 5 10 B 20 25 Years Combined Power and Product Ddfect 25 yeor coverage thal includes panel replacement costs.9 OPERATING CONDITION AND MECHANICAL DATA Temperature -40°no + 185°F 1- 40°C to +85°C) Wind: 50 pst, 2400 Pa, 245 kg/m2 front & back 1Max load Snow: 112 psf, 5400 Pa, 550kg/m2 front _ _ Impact 1 inch (25 mm) diameter hail at 52 mph (23 m/4resistance Appearance Class A Solar Cells 96 Monocrystalline Maxeon Gen 11 Cells N Tempered Glass High Transmission Tempered Anti-Reflective _ Junction Box It'-65 Rated _-1 Connectors MCA Compatible Frame Class l blgck anodized, highest AAMA Rating 1 Weight 41 lbs (18.6 kq) TESTS AND CERTIFICATIONS Standard lests UL 1703, IEC 61215. IEC 61730 Quality tests ISO 9001 :2008, ISO 1 4001:2004 - --Ii EHS Compliance RoHS, OHSAS 1 8001:2007, lead-Free> PV Cycle Ammonia test IEC 62716 Salt Spray test IEC 61701 (passed maximum severity) MD test Potential-Induced Degradation free: 1 O.OV,O I AvaiIJIMe listings CEC,JET, KEMCO, MCS, FSEd CSA, UL, TUV 1046mnimi, 9 0 (41.2'Inl 46mm =4... [1.81in]- - h 1559mrn . [61.4in] and S GNATURE 01,7 irademorks pr regislered Irademarks 61 Sunpower sunpowercorp.com D.=u ,·rnl * 50·14 50 71. 5 'LTR_EN www.sunpowercorp.com/datosheets. Read safely and installation instrudiohs before using this produd AdjustableVoltage Range (Vmin-Vmax) V Grid Frequency Hz Adjustable Grid Frequency Range Hz Maximum Current (lacmax)Aws Power Factor Total Harmonic Distortion At Rated Power % Grid Wiring Termination Tile Protection Devices Input everPolarity Protection Over-Voltage Protection Type PV Array Ground Fault Detection Output Anti-15landing Protection External AC OCPD Rating Al# Over-Voltage Protection Type Efficieng Maximpm Efficiency 96 CEC Efficiency % OPeraling Performance Nigh,Time Consumption WN ftand BY Consume!!°11 - - _ *% Communietion UWRinterface Remote Monitoring (lxRS485 incl.) Wired Local Monitoring (lxRS485 incl.) Wireless Local-Mp_nit®ln Environmeatal Ambient 4ir Opgrating Temperature Range °F'(90 Ambient Air Storage Temperature Range 1 *id Relative Humidity %RH Acoustic Noise Emission Level db(A)@lm Ma*imum Operating AltiId, ehgl t Derating_ft(mj Mechanical Specifcations Enclosure rating Cooling Dimensions {H x W *D)in:(mm) Weight 14(Kg) Shipping Weight 15 <kgl Mounting System Conduit Connections' DC Switch-Ratin-gEEr..CBM?81 _ -24 Saffty ___ _---- - -- - Isolation Level Safetyand EMC Standard Safety Approval Warranty Standard Warranty yeark Extended Warrant _ ______- ____ _399. Available Models -- -- - - Standard - Without DC Swtich and Wiring Box Standard -With DC Switch and Wiring Box With D¢ Switch, Wiring box and Arc Fault Detector ald Interrupter •Alld.tai.#ublec to·ii,Inge:,·i:him nolice 'Cap, bl:1,· enacled a, normil, I AC ·iN:ag Band w.thsu.fc.en: DC puwer a.al':blc 'Wher: rquipped .·.·,rh cp,ional DC switchand Wiring 60, 183-228 21 1-264 24+304 183-228: 211-264 244-304 183-228 ; :211-264 24+304 183-228: 211-264 244-304: 60 57-60.5 14,5 143 12.0 17.2 16.0 16.0 16.0 16.0 16.0 20.0 20.0 20.0 >0.995 <2 T€ninal_*cliPressure:glamp AWG10 - *VG4 Yes Varistor, 2 for each channel, Pre start-up Riso and dynamic GFDI (Requires Flbating Arrays) Meets UL 1741/IEE1547 requiremenis 20 20 15 25 20 20 20 20 20 25 25 25 Varistor.:2 (L,-b76-G) 96.9 97 97 97 96 --- -- <0.6 <8 16 rhar2!INS-x 5 lines LCD Aplay AURORA UNIVERSAL {gpi ) PVI-USB-R.5485_232 (02: ), PVI-DESKTOP topr ) PVI-DESKTOP {opt.) with PVI-RADIOMODULE (opt.) ---13 to +140 (-25 to +60) with derating above122 (50) -40 to 176 HO to +80] 0,100 condensing < 50 6560(2000) NEMA 4X Natural Convection 33.8:x 12.8 1 8.7 (859.315 .2221 < 47.3 (21.3) < 60.{27.05 Wail bracket Trade size KOs {2ea i 1/2-lamd {2<a x 1-1,·'4 .3 i,laces side, front, rear) Side: (21 plugged 3/4- opening. (2) Concentric EKOs 3/4 1· Back: (4) Coli.,·ntric EKOs 3/4% 1" 25/600 -#Lmformi·ilesi{Flolling Airay) UL 1741, IEEi 547, IEE1547.1, CSA - C22 2 N. ·07 1-01, Dll 99S UL16998. FCC Part 15 Class B .CSA, 10 15&20 ----PVI-3.6-OUTD-US PVI-3.6-OUTD-US PVI-3.8·OUTD-US PVI-1.2-OUTD-US PVI-3.0-OUT[)-5-U5 PVI-3.6-01JTD-5-US PVI-3.8-OUTD-5·ljS PVI-4.2-OUTD-S·US Pvl-3.0-OU i'D-S-US-A PVI-3.6·OUTD 5-US-A PVI-3.8-OUTD-S-US-A PVI-4.2-OU ID-S-US-A AURORA UNO PROJECT INFORMATION 10 SUNPOWER E20-327 SOLAR MODULES & 1 PVI-3.0-OUT[-S-US-A INVERTER ROOF MOUNT ' COMP. SHINGLE DRAWN BY» CHK.: -iAPV.:- GSS CLIENT INFORMATION ANTONIO ALONZO 2218 EVERGREEN ST SANTA ANA: CA 92707 PHOTOVOLTAIC SOLAR SYSTEM SHEET TITLE OTHER PROJECT DETAILS 1 SHEET NUMBER DPD-1 11 C I 3 0 0 A Etp m LI .21- 03/ - 1 -...4-..inuzze 4/ L./ 0110 IF 407 . DATE: 3/12/2014 DECEIVE a f f\ f j 11UN STRON;F 42> 4 STRUCTURALN D MAR 18 2014 City of Santa Ana Structural Calculations for SOLAR PANEL CONNECTIONS at; 2218 EVERGREEN ST., SANTA ANA, CA 92707 Job# 14.31.9 (Alonzo) Prepared For: LEVI BUILDERS 369 S. Dohelly Dfive, #174 Beverly Hills, CA 90211 (818) 331-4646 Design Criteria 1- Code: CALIFORNIA BLDG CODE 2013 / ASCE 7-10 2- Wind: 110 MPH, Exposure: C 3- Wood Species: Douglas Fir Larch (G = 0.5) Notice: Use restrictions of these calculations. The attached Calculations are valid only when bearing original signature hereon, photocopy is void. Contractor/Client to verify existing dimensions/conditions prior to construction. The use of these calculations is solely intended for the above mentjoned project. 1*a liSt NO. C70784 1A1 1Wl EXP. 06/30/2015 MII Address: 21308 Pathfinder Rd, #220, Diamond Bar CA Phone: 949-254-2751 EMAIL: nwtruong@yahoo.com ID {5 093 6 SOL,A B - Component Fastener For z = hr: Wind Load Tabulation for Roof Components & Cladding z Kh qh p = Net Design Pressures (psf) m )(psf)Zohe 1,2,3 (49 Zone 1 (-) Zone 2 (-)Zone 3 (-) 0 0.85 22.35 10.73 -21.90 -30.84 -48.72 14.85 0.85 22.35 10.73 -21.90 -30.84 -48.72 For z = he:9.00 0.85 22.35 10.73 -21.90 -30.84 -48.72 For z = h:11.93 0.85 22.35 10.73 -21.90 -30.84 -48.72 Notes: 1. (+) and (-) signs signify wind pressures acting toward & away from respective surfaces. 2. Width of Zone 2 (edge), 'a' = -3.30 Ift 3. Width of Zone 3 (comer), 'a' =-535-Ift. 4. For monoslope roofs with 0 <= 3 degrees, use Fig. 30.4-2A for'GCp' values with 'qh'. 5. For buildings with h > 60' and 0 > 10 degrees, use Fig. 30.6-1 for 'Gepi' values with 'qh'. 6. For all buildings with overhangs, use Fig. 30.4-28 for 'GCp' values per Sect. 30.10. 7. If a parapet >= 3' in height is provided around perimeter of roof with 0 <= 10 degrees, Zone 3 shall be treated as Zone 2. 8. Per Code Section 30.2.2, the minimum wind load for C&C shall not be less than 16 psf. 9. References a. ASCE 7-02, "Minimum Design Loads for Buildings and Other Structures". b. "Guide to the Use of the Wind Load Provisions of ASCE 7-02" by- Kishor C. Mehta and James M. Delahay (2004). 8 3 11 Roof Components and Cladding: 1- au.- 1 - i 91 T lai 1£1- -iii 05- 'al C[ 1 -7-1--T-- -7-r 0 0 1@ (iCI 0 *D 40 91 09 m te 5 0 !(b (31 ® 6@ ®1 (D iG>IIt1 lili lili & 111. ill/1i m -03@@F 35- 53 0 <= 7 deg.7 deg. < 0 <= 27 deg.27 deg. < 0 <= 45 deg Roof Zones for Buildings with h <= 60 ft. (for Gable Roofs <= 450 and Monoslope Roofs <= 30) ,_20 , -240- 1 1 -1 =4 f- (113 - -(B)_l_ - L.f» 71 2--11 0 -E-1-- KID J L- 1 1 133' 1- -67 --5-(33 3 ROOF PLAN Roof Zones for Buildings with h > 60 ft. (for Gable Roofs <= 100 and Monoslope Roofs <= 30) . ADEQUACY CHECK OF LAG SCREWS AND EXISTING FRAMING DUE TO WIND FORCES TYPICAL PROFILE: 'Wind Pressure, P 404 = 24" o.c.ralter spacing rafter spacing = 24" o.c Legend: 1. Exisiting 2*4 Roof Rafter w/ purlin supports,(Total Span of 13 ft) 2. Solar Panel Track Rail 3.5/16" ¢ Lag Screw w/Min. 2.5" Penetration into Rafter Uplift from Solar Panel Wind Forces, U Design Wind Pressure, P = Trib. Depth for Each Rail, Td - ScrewAnchor Spacing, S = Resisting Weight of Panels, D = TdxSx3 psf = Uplift Force on Each Screw, U= PxTdxS -D= Check Adequacy of Laa Screw for Pull-Out -30.9 psf (See Attached Wind Analysis) 2.55 ft (5.1 ft + 2) 4 ft (max.) 30.6 lbs -284.6 lbs (Upwards) -Uplift Resistance Provided by 5/16" ¢ Lag Screw with Minimum 2.5 in. Penetration into Douglas Fir Larch Member Per NDS (Table 11.2A) =266 lbs/in Allowable Uplift Load, Ua = 1.6 x 2.5 x 266 =1064 lbs > U = 285 lbs 4 OKAY Existina Framina Member Check* purlin span Roof Dead Load Panel Deal Load Total Dead Load, DL Screw Uplift Loads, W 6.5 ft o.c. 12 psf 3 psf 15 psi x 2 feet spacing =30 pif -284.6 lbs (Max. 4 Anchors/Stand-offs on Rafter) *See attached Enercalc Output for Analysis Results e b 4 Title Block Une 1 You can change this area using the'Settings' menu item and then using the "Printing & Title Block' selection. Title Block Line 6 Description, :Check existing 214 rafters W max. 4 anchors (purlin @ 6.5 ft o.c.) Project Title: Engineer: Project Descr: Prolect ID: Prin'uJ lOt·.AR 2014.10.19PM Wood Beam File = C \SUNSTR-1\S14-319.CHECKE--1 EC6 ENERCALC INC. 1983-2013. Build.6.13.8.31 Ver:6.13 831 tic. #: KW-0601;0376 -Litens-*ET-Surihtiong-Stfuttural I CODE REFERENCES Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Fb - Tension 900.0 psi E: Modulos of E/asticily Load Combination ASCE 7-10 Fb - Compr 900.0 psi Ebend- xx 1,600.Oksi Fc - Prll 1,350.0 psi Eminbend - xx 580.Oksi Wood Species : Douglas Fir - Larch Fc - Perp 625.0 psi Wood Grade :No,2 Fv 180.0 psi Ft 575.0 psi Density 32.210pcf Beam Bracing Completely Unbraced 0 90*85) ¥V< q.285) * W( 0;285) D<0403\4( 0.2@5) + . III 2x4 2x4 Span = 6.50 ft Span = 6.50 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load : D= 0.030, Tributary Width = 1.0 ft, (roof dead load + panel) Point Load :W= -0.2850 k@ 3.50 ft, (Wind at anchor) Point Load :W= -0.2850 k@ 5.50 ft (wind at anchor) Load for Span Number 2 Uniform Load : D= 0.030, Tributary Width = 1.0 ft, (roof dead load + panel) Point Load :W=-0.2850 k@ 1.50 fl (wind at anchor) Point Load :W=-0.2850 k@ 4.50 fl (wind at anchor) DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs - 0.453 1 2x4 = 950.74psi = 2,099.41 psi 40·60D-+O.60W+0.60H = 6.500ft = Span #1 Maximum Shear Stress Ratio Section used forthis span fv : Actual Fv : Allowable Load Combination Location of maximum on spah Span # where maximum occurs Design OK = 0.231 : 1 2x4 = 66.64 psi = 288.00 psi -+0600+0.6OW-,O.60H = 5.520 ft Span #1 Maximum Deflection Max Downward L+Lr+S Deflection 0.000 in Ratio =0 <360 Max Upward L+Lr+S Deflection 0-000 in Ratio =0 <360 Max Downward Total Deflection 0.059 in Ratio =1320 Max Upward Total Deflection -0.187 in Ratio =416 Maximum Forces & Stresses for Load Combinations L-oad Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V Cd CFN Ci Cr Cm Ct CL M fb F'b V fv FV -440.6OW+H 0.00 0.00 0.00 0.00 Length = 6.50 ft 1 0.335 0.195 1.60 1.50 1.00 1.00 1.00 1.00 0.97 0.18 702.42 2099.41 0.20 56.07 288:00 Length = 6.50 ft 2 0.335 0.195 1.60 1.50 1.00 1.00 1.00 1.00 0.97 0.18 702.42 2099.41 0.16 56.07 288.00 +O·60D+O.BOW+0.60H 1.50 1.00 1.00 1.00 1.00 0.97 0.00 0.00 0.00 0.00 Length = 6.50 ft 1 0.453 0.231 1.60 1.50 1.00 1.00 1.00 1.00 0.97 0.24 950.74 ;2099.41 0.23 66.64 288.00 Title'Block One 1 You can change this area using the 'Settings" menu item ahd then using the 'Printing & Title Block" selection. Title Block Line 6 Description : Check existing 2£4 rafters w/ max. 4 anchors (pu d in @ 6.5 ft o.c J Project Title: Engineer: ProJect Descr: Project ID: P,infed: 10 MAR 2014, 10 19PM Wood Beam - File = C.\SUNSTR···1\514-319·CHECKE-1.EC6 ENERCALC. INC 1983-2013. Bifld 6 13.8.31. Vet 6 13-831 Lic.,# 'yKW-0601i0376 licensee : Sunstro.ng Structural.I Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V Cd c FN L i Gr Cm Ct CL M & R V Tv F'v Length = 6.50 ft 2 0.453 0.231 1.60 1.50 1.00 1.00 1.00 1.00 0.97 0.24 950.74 2099.41 0.19 66.64 288.00 Overall Maximum Deflections · Unfactored Loads Load Combination Span Max. "-° Defl Location in Span Load Combination -Max. '4 Defl Location in Span 1 010000 0.000 Woty -0.1755 3.087 D Only 2 0.0004 0.182 W Only -0.1871 3.885 Vertical Reactions - Unfactored Support notation: Far left is #1 Values in KIPS Load Combination Support 1 Support;2 Support 3 Overall MUimum -0.089 -0.875 -0.176 D Only 0.073 0244 0.073 W Only -0.089 -·0.875 -0.176 D+W -0.016 -0.631 -0.103 SEISMIC WEIGHT COMPARISON/ANALYSIS - (PER CHAPTER 34) Panel Weight =43 lbs per panel No. of Panels = 10 Total Panel Wt., Pw = 430 lbs -Compare Total Panel Weight with Weight of Existing Roof Story EXISTING ROOF STORY WEIGHT CONSIDERED IN SEISMIC DESIGN (WOOD FRAMED BUILDING VWCOMP. SHINGLE ROOF &STUCCO EXTERIOR) Building Section Considered Dimensions = 45 feet x 30 feet (9 ft wall height) Roof Area Considered Dimensions = 48 feet x233 feet (18 inch overhang) Comp Roofing 12 psf x 48 ft x 33 feet=19008 lbs Ext. Walls (Long.)15 psfx 2 walls x 45 ft long x 4.5 ft high =6075 lbs Ext. Walls (Trans.)15 psf x 2 walls x 30 ft long x 4.5 ft high =4050 lbs Int. Walls (Drywall)10 psf x 2 walls x 10 ft long x 4.5 ft high =900 lbs Total Roof Story Weight, Sw =30033 lbs TOTAL PERCENTAGEOF PANEL WEIGHT VS. TOTAL EXISTING ROOF STORY SEISMIC WEIGHT, Aw Aw = [Pw+ Sw]x 100 % = [890 lbs+68805 lbs]x 100%1.4 % < 10%-OKAY Roof Components and Cladding: I 1 --£ -111-'aL.£'I.ivi -SI+It---1-it---C'-9--1,11 11_L_ ''.I iU .A: 6(D 01 0). AR* 4% 91- - -e - 22 .1 CD: 0 *D @i {D Ki) 1- , T , L lili 1ik1 + , 1 ' lili 11,1 I .0 3, S. fl.' L -0 Vzj' 'I) 5: T 3 :}1 (2 ADEQUACY CHECK OF LAG SCREWS AND EXISTING FRAMING DUE TO WIND FORCES TYPICAL PROFILE: Wind Pressure, P ««<0 /Spy.** rafter spacing = 24" o.c. jOCk rafter spacing < = 24" o.c. Legend: 1. Exisiting 2(4 Roof Rafter w/ purlin supports (Total Span of 13 ft) 2. Solar Panel Track Rail 3. 5/16" 0 Lag Screw w/Min. 2.5" Penetration into Rafter Uplift from Solar Panel Wind Forces, U Design Wind Pressure, P = Trib. Depth for Each Rail, Td = Screw Anchor Spacing, S = Resisting Weight of Panels, D = TdxS*3 psf = UpliR Force on Each Screw, U= PxTdxS -D= Check Adequacvof Lag Screw for Pull-Out -30.9 psf (See Attached Wind Analysis) 2.55 ft (5.1 ft + 2) 4 ft (max.) 30.6 lbs -284.6 lbs (Upwards) -Uplift Resistance Provided by 5/16" 4 Lag Screw with Minimum 2.5 in. Penetration into Douglas Fir Larch Member Per NDS (Table 11.2A) =266 Ibshn Allowable Uplift Load, Ua = 1.6 x 2.5 x 266 =1064 lbs >U= 285 lbs e OKAY Existinci FraminG Member Check* purlin span Roof Dead Load Panel Deal Load Total Dead Load, DL Screw Uplift Loads, W 6.5 ft o.c. 12 psT 3 psf 15 psf x 2 feet spacing =30 pif -284.6 lbs (Max. 4 Anchors/Stand-offs on Rafter) *See attached Enercalc Output for Analysis Results Title Block Une 1 You can change this area using the "Settings" menu item and then !using the "Printing & Title Block" selection. Title Block Une 6 Description : Check existing 2x4 rafters w/ max. 4 anchors (purlin @ 6.5 ft o.c.) ProjectTitla: Engineer: Project Descr: ProjectiD: Printed· 10 MAR 2014,10:19PM File = C.\SUNSTR-1\S 14-319CHECKE·-1.EC6Wood Beam ENERCALC. INC. 1983-2013. Build.6.13.831 Ver.6.13 8.31 Lic.»# : KW-06010376, -Licensee : Sunstfon¢1 Stru-dturm CODE REFERENCES Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Fb - Tension 900.0 psi E: Modulus ofE/asticity Load Combination ASCE 7-10 Fb - Compr 900.0 psi Ebend- xx 1,600.Oksi Fc - Prll 1,350.0 psi Eminbend - Jo(580.0 ksi Wodd Species : Douglas Fir - Larch Fc - Perp 625.0 psi Wood Grade :No.2 Fv 180.0 psi Ft 575.0 psi Dehsily 32.210pcf Beam Bracing : Completely Unbraced 0 + 9(48{985) ¥J( Cl.285) $ \A/( 0,285) D(0,03)A/( q.2;5) , i y lili 2x4 Z--1 2x4 Span = 6.50 ft Span = 6.50 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load : D= 0.030, Tributary Width = 1.0 fl (roof dead load + panel) Point Load : W= -0.2850 k@ 3.50 It, (wind at anchor) Point load :W= -0.2850 k@ 5.50 fl (wind at anchor) Load for Span Number 2 Uniform Load : D. 0.030, Tributary Width = 1.0 ft, troof dead load + panel) Point Load :W=-0.2850 k@ 1.50 fl (wind at anchor) Point Load : W= -0.2850 k@ 4.50 ft, (wind at anchor) DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination 1 Location of maximum on span Span # where maximum occurs = 0.4531 2x4 = 950.74 psi = 2,099.41 psi 40·600+0.60*40,60H = 6.500ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv Actual Fv : Allowable Load Combination Locaon of maximum on span Span # where maximum occurs Design OK = 0.231 : 1 2x4 = 66.64 psi = 288.00 psi +0.600+0.60W-0.60H = 5.520ft Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection 0.000 in Ratio =0 <360 Max Upward L+Lr+S Deflection 0-000 in Ratio =0 <360 Max Downward Total Deflection 0.059 in Ratio =1320 Max Upward Total Deflection -0.187 in Ratio =416 Maximum „Forces & Stresses for Load Combination s Load,Combination Max Stress Rabs Moment Values Shear Values Segment Length Span # M V Cd C FA' c i Cr Cm Ct CL M & F'b V & Fv +D+0.BOW+H 0.00 0.00 0.00 0.00 Length = 6.50;ft 1 0.335 0.195 1.60 1.50 1.00 1.00 1.00 1.00 0.97 0.18 702.42 2099.41 0.20 56.07 288.00 Length = 6.50' ft 2 0.335 0.195 1.60 1.50 1.00 1.00 1.00 1.00 0.97 0.18 702.42 2099.41 0.16 56.07 288.00 40.BOD+0 60W+0.60H 1.50 1.00 1.00 1.00 1.00 0.97 0.00 0.00 0.00 0.00 Length = 6.50 ft 1 0.453 0.231 1.60 1.50 1.00 1.00 1.00 1.00 0.97 0.24 950.74 2099.41 0.23 66.64 288.00 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block' selection. Title Block Line 6 Project Title: Engineer: Project Descr: Project ID: Prir'cd: 10 MAR 2014, 1019PM Wood Beam File= C.\SUNSTR -1\314-319·CHECKE·-1.EC6 ENERCALC, INC 1983-2013, Build·6.138.31, Voi·6 13.831IEEZIEW-06010376.--Licen.see:Sunstr Description :Check existing 2x4 rafters w/ max. 4 anchors (purin @ 6.5 ft o.c.) Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V Cd CFN Cl Cr Cmct CL M fb F'b V f, Fv Length = 6.50 ft 2 0 453 0.231 1.60 1.50 1.00 1.00 1.00 100 0.97 0.24 950.74 ,2099.41 0.19 66.64 288.00 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. "-¤ Den Localion in Span Load Combination Max. '+P Defl 1-ocaoh in Span 1 0.0000 0.000 W Only -0.1755 3.087 D Only 2 0.0004 0.182 W Only -0.1871 3.885 Vertical Reactions · Unfactored Support notalion: Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Ovefall MAXimum -0.089 -0.875 -0.176 D Only 0.073 0.244 O.on W Only -0.089 -0.875 -0.176 DAN -0.016 -0 631 -0.103