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BSOL2016-0006 Plans
GENERAL NOTES: 1. DO NOT SCALE DRAWINGS. IF UNABLE TO LOCATE DIMENSIONS FOR ANY ITEM OF WORK, CONSULT ARCHITECT/ENGINEER FOR DIRECTIONS BEFORE PROCEEDING. 2. IF THE EXACT ROOF DIMENSIONS WERE NOT PROVIDED, THE DRAWING WILL BE BASED ON GOOGLE MAP, AND THEREFORE THE ROOF SLOPE DIMENSIONS MAY NOT BE ACCURATE. CONTRACTOR TO SITE VERIFY ALL ROOF OBSTACLES AND ALL REQUIRED CLEARANCES WITH AHJ(S) PRIOR TO INSTALLATION, ORDERING OR FABRICATING ANY MATERIAL. 3. CONTRACTORS SHALL OBTAIN ELECTRICAL PERMITS PRIOR TO INSTALLATION AND SHALL COORDINATE ALL INSPECTIONS, TESTING COMMISSIONING AND ACCEPTANCE WITH THE CLIENT, UTILITY CO. AND CITY INSPECTORS AS NEEDED. 4. ROUTING OF RACEWAYS SHALL BE AT THE OPTION OF THE CONTRACTOR UNLESS OTHERWISE NOTED AND SHALL BE COORDINATED WITH OTHER TRADES. 5. IF THE ROOF MATERIAL OR ROOF STRUCTURE NOT ADEQUATE FOR PV INSTALLATION, CALL ENGINEER PRIOR TO INSTALL. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT THE ROOF IS CAPABLE OF WITHSTANDING THE EXTRA WIGHT. 6. WHENEVER A DISCREPANCY IN QUANTITY OF EQUIPMENT ARISES ON THE DRAWING OR SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL MATERIAL AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS TO ENSURE COMPLETE COMPLIANCE AND LONGEVITY OF THE OPERABLE SYSTEM REQUIRED BY THE ARCHITECT/ENGINEERS. 7. THIS DESIGN IS FULLY BASED ON THE INFORMATION PROVIDED BY THE CONTRACTOR. ANY MODIFICATIONS OR REMOVAL OF THE LOGO OF THE SUPPLIER "FORTUNE ENERGY" OR THE DESIGNER "HATEM ALYMANI" IS NOT ALLOWED AND WILL RENDER THIS DESIGN VOID. THIS DESIGN CANNOT BE RESOLD OR REPRODUCED UNDER DIFFERENT NAMES. 8. THE WORKING CLEARANCE AROUND THE EXISTING ELECTRICAL EQUIPMENT AS WELL AS THE NEW ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN ACCORDANCE WITH (NEC 110.26) 9. ADEQUATE SPACING MUST BE MAINTAINED BETWEEN ANY PLUMBING SEWER VENTS EXTENDING THROUGH THE ROOF AND THE UNDERSIDE OF THE PHOTOVOLTAIC PANELS (6" MINIMUM RECOMMENDED) 10. A NEW PROVISION IN THE 2013 CALIFORNIA RESIDENTIAL CODE (CRC) REQUIRES THAT SMOKE ALARMS AND CARBON MONOXIDE ALARMS BE RETROFITTED INTO THE EXISTING DWELLING. THESE SMOKE ALARMS ARE REQUIRED TO BE IN ALL BEDROOMS, OUTSIDE EACH BEDROOM, AND AT LEAST ONE ON EACH FLOOR OF THE HOUSE. CARBON MONOXIDE ALARMS ARE REQUIRED TO BE RETROFITTED OUTSIDE EACH BEDROOM AND AT LEAST ONE ON EACH FLOOR OF THE HOUSE. THESE ALARMS MAY BE SOLELY BATTERY OPERATED IF THE PHOTOVOLTAIC PROJECT DOES NOT INVOLVE THE REMOVAL OF INTERIOR WALL AND CEILING FINISHES INSIDE THE HOME, OTHERWISE, THE ALARMS MUST BE HARD WIRED AND INTERCONNECTED. (CRC R314, R315) ELECTRICAL NOTES: 1.ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE NEW AND LISTED BY RECOGNIZED ELECTRICAL TESTING LABORATORY. CUSTOM MADE EQUIPMENT SHALL HAVE COMPLETE TEST DATA SUBMITTED BY THE MANUFACTURER ATTESTING TO ITS SAFETY. 2.PV EQUIPMENT, SYSTEMS AND ALL ASSOCIATED WIRING AND INTERCONNECTION SHALL BE INSTALLED BY QUALIFIED PERSONS (NEC 690.4 E) 3. THE PHOTOVOLTAIC SYSTEM CONDUCTORS SHALL BE IDENTIFIED AND GROUPED, THE MEANS OF IDENTIFICATION SHALL BE PERMITTED BY SEPARATE COLOR CODING, MARKING TAPE, TAGGING OR OTHER APPROVED MEANS. (NEC 690.4 B ) 4. ALL METALLIC RACEWAY AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY CONTINUOUS AND GROUNDED. (NEC 250.96) 5. GROUNDING BUSHINGS ARE REQUIRED AROUND PRE -PUNCHED CONCENTRIC KNOCKOUTS ON THE DC SIDE OF THE SYSTEM (NEC 250.97) 6. GROUNDING ELECTRODE CONDUCTOR WILL BE CONTINUOUS, EXCEPT FOR SPLICES OR JOINTS AT BUSBARS WITH IN LISTED EQUIPMENT. (NEC 250.64 C) 8. MODULES AND SUPPORT STRUCTURES SHALL BE GROUNDED NEC 690.43(C) AND (D) 10. THE ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS OF SERVICE POINTS AND SERVICE SIZES WITH THE SERVING UTILITY COMPANY AND COMPLY WITH ALL THE UTILITY COMPANIES REQUIREMENTS. IF THE SOLAR BACK FEED BREAKER IS OVER THE BUS SIZE 20% LIMIT, CONTRACTOR SHALL INCLUDE THE COST TO REPLACE MAIN BREAKER OR ENLARGE THE MAIN CAPACITY. 11. IF THE DISTANCES FOR CABLE RUNS ARE DIFFERENT THAN SHOWN, THE CONTRACTOR SHALL NOTIFY THE ELECTRICAL ENGINEER TO VALIDATE THE WIRE SIZE. FINAL DRAWINGS WILL BE RED -LINED AND UPDATED AS APPROPRIATE. 12. ALL BROCHURES, OPERATION MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE HANDED OVER TO OWNER'S REPRESENTATIVE AT THE COMPLETION OF WORK. 13. ROOF TOP MOUNTED PHOTOVOLTAIC MODULES SHALL BE TESTED, LISTED & IDENTIFIED UL 1703. 14. SOLAR SYSTEM SHALL NOT COVER ANY PLUMBING VENTS 15. SOLAR INVERTER MUST HAVE A MANUFACTURE INSTALLED DISCONNECTING MEANS "ANTI-ISLANDING" THAT PREVENTS PARALLEL FEEDING UTILITY LINES DURING POWER OUTAGE. 16. REMOVAL OF AN INTERACTIVE INVERTER OR OTHER EQUIPMENT SHALL NOT DISCONNECT THE BONDING CONNECTION BETWEEN THE GROUNDING ELECTRODE CONDUCTOR AND THE PHOTOVOLTAIC SOURCE AND/OR OUTPUT CIRCUIT GROUNDED CONDUCTORS. 17. OVERCURRENT PROTECTION FOR BOTH ALTERNATING AND DIRECT CURRENT MUST BE INSTALLED IN THE INVERTER OR FIELD INSTALLED AT THE TIME OF THE INSTALLATION. 18. ALL EXTERIOR ELECTRICAL METALLIC TUBING (EMT) CONDUIT FITTING SHALL BE RAIN -TIGHT THREADLESS COMPRESSION TYPE STRAIN RELIEF POSITIONED FOR APPROPRIATE WATER RUN OFF. 19.THE CONNECTORS SHALL BE OF THE LATCHING OR LOCKING TYPE. CONNECTORS THAT ARE READILY ACCESSIBLE AND THAT ARE USED IN CIRCUITS OPERATING AT OR OVER 30 VOLTS AC OR DC, SHALL REQUIRE A TOOL FOR OPENING AND ARE REQUIRED TO BE MARKED "DO NOT DISCONNECT UNDER LOAD" OR "NOT FOR CURRENT INTERRUPTING" 690.33 (C) & (E) 20. CONDUIT RUNS SHALL BE PROVIDED WITH SUFFICIENT WEATHERPROOF PULL BOXES OF JUNCTION BOXES/COMBINER BOXES PER APPROPRIATE NEC REQUIREMENTS. 21. OUTDOOR EQUIPMENT SHALL BE AT LEAST NEMA 3R RATED. 22. WIRING MATERIALS SHALL BE SUITABLE FOR THE SUN EXPOSURE AND WET LOCATIONS. FIELD APPLIED PROTECTIVE COATINGS ARE NOT ACCEPTABLE Club 0 52417 Avenue Alvarado. La Quinta VICINITY MAP SCALE: NTS PHOTOVOLTAIC SYSTEM SUMMARY SYSTEM SIZE: DC STC 4.96 kW SYSTEM SIZE: AC CEC 4.33 kW MODULES: (16) UPSOLAR UP-M310P MODULE MAX POWER (P/MAX): 310W INVERTER: (01) SMA SUNNY BOY 5000TL-US-22 RECOMMENDED MOUNTING SYSTEM: FORTUNE DUAL RACK ARRAY TILT: 10° AZIMUTH: 180° ELECTRICAL INFORMATION UTILITY COMPANY: IID MAIN SERVICE AMPERAGE: NEW 200A BUILDING INFORMATION: ONE STORY HOUSE CONSTRUCTION: TYPE V - B OCCUPANCY: RESIDENTIAL GROUP R ROOF: FOAM TRUSSES: 2"X4" @ 24" O.C. 23. ALL SPECIFIC WIRING IS BASED ON THE USE OF COPPER. 24. NAMEPLATES SHALL BE PROVIDED FOR ALL CIRCUITS IN THE SERVICE DISTRIBUTION AND POWER DISTRIBUTION SWITCH BOARDS, PANEL BOARDS, DISCONNECTING SWITCHES, TERMINAL CABINETS, ETC. ALL NAMEPLATES SHALL BE PERMANENTLY ATTACHED AND BE OF SUFFICIENT CAPACITY TO WITHSTAND THE WEATHER. 25. JUNCTION BOXES, PULL AND OUTLET LOCATED BEHIND MODULES SHALL BE SO INSTALLED THAT WIRING CONTAINED IN THEM CAN BE RENDERED ACCESSIBLE DIRECTLY OR BY DISPLACEMENT OF MODULE(S) SECURE BY REMOVABLE FASTENERS AND CONNECTED BY A FLEXIBLE WIRING SYSTEM. (NEC 690.34) 26 .ALL PHOTOVOLTAIC MODULES AND ASSOCIATED EQUIPMENT AND WIRING MATERIAL SHALL BE PROTECTED FROM ANY PHYSICAL DAMAGE. 27. SEE PROVIDED CUT SHEETS FOR ADDITIONAL EQUIPMENT SPECIFICATIONS. FRONT VIEW SCALE: NTS DESIGN TEAM: CONTRACTOR: 1. SOLTERIS INC NAME: DUANNE PHONE: +1(617)938-8832 EMAIL: SOLTERISENERGY@GMAIL.COM LICENSE #C46-1000878 FORTUNE ENERGY, INC.: 2. HATEM ALYMANI SR. PV SYS DESIGNER B.S. ELECTRICAL ENGINEERING. M.S. SYSTEMS MANAGEMENT & ECONOMICS PH.D. CANDIDATE IN SOLID STATE PHOTOVOLTAIC DEVICES 3. MARJAN MEHRNIA DESIGN ASSOCIATE SHEET INDEX T1 TITLE PLAN, GENERAL NOTES PV SYSTEM SUMMARY Al SITE PLAN A2 PANEL AND RACKING LAYOUT A3 GENERAL DETAIL A4 STRUCTURAL CALCULATION El SINGLE LINE DIAGRAM E2 LABELS AND PLACARD MANUFACTURER SPEC SHEET COPYRIGHT/NOTES: THIS DESIGN TEMPLATE AND DRAWINGS POR THIS CUSTOM DESIGN IS THE COPYRIGHT PROPERTY OP FORTUNE ENERGY E. HATEM ALYMANI YOU MAY NOT REPRODUCE. COP, DUPLICATE OR DISTRIBUTE ALL OR ANY PORTION OF THE PLAN. EITHER EXPRESSLY OR IMPLIED WITHOUT THE WRITTEN CONSENT OF HATEM ALYMANI ACCEPTANCE OF THIS SINGLE COPY CONSTITUTES ACKNOWLEDGEMENT OF THE DUTIES B. OBLIGATION OF THE PLAN LICENSE AGREEMENT OP DESIGNER E. WERE CREATED H DEVELOPED FOR THE USE IN CONNECTION WITH THE SPECIFIED PROJECT NONE OF SUCH IDEAS. DESIGNS. ARRANGEMENTS OR PLANS SHALL BE USED BY OF HATEM ALYMANI. CODE SUMMARY THIS PROJECT SHALL COMPLY WITH THE FOLLOWING CODE: 2013 CALIFORNIA ELECTRICAL CODE 2013 CALIFORNIA RESIDENTIAL CODE 2013 CALIFORNIA BUILDING CODE 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 2013 CALIFORNIA ENERGY CODE 2013 CALIFORNIA PLUMBING CODE 2013 CALIFORNIA MECHANICAL CODE ALL OTHER ORDINANCES ADOPTED BY THE LOCAL GOVERNING AGENCIES. NOTE: THESE DRAWINGS ARE SUBJECT TO AN APPROVAL OF THE BUILDING DEPARTMENT, FIRE MARSHAL, UTILITY COMPANY AND OTHER AGENCIES AUTHORITY HAVING JURISDICTION (AHJ). BY THE ACT OF SUBMITTING A BID PROPOSAL FOR WORK, THE CONTRACTOR HAS REVIEWED THE PLANS THOROUGHLY AND ACCEPTS FULL RESPONSIBILITY OF PLAN CORRECTIONS AND ASSOCIATED CONSTRUCTION COSTS REQUIRED BY AHJ. PRINT ON 1 1 "X 1 DATE: 7 / 7 3/ 1 6 DWG. AERIAL VIEW T1 SCALE: NTS SCALE: SEE DWG 1' For ee Energy NABCEP ADVOCATE JOB # 1533TV CHECKED LICENSE# C46- 1 0001378 SHEET TITLE: COVER SHEET SITE PLAN SCALE: 1" = 7' W ram_-- -- — (N) INVERTER NEIGHBOR PROPERTY LINE 55' m ' ////// ////,'7 /7, N E (N) EMT CONDUIT > MIN.1/2" ABOVE ROOF NEIGHBOR PROPERTY LINE 95' 3' FIRE SETBACK '7/7/ ;, o 0 H J H '/,,/, 777 //z/ LLLLLLL LLLLLLL / LLLLLLL LLLLLLL -_ / LLLLLLL LLLLLLL o 7, LLLLLLL 1 LLLLLLL _ LLLLLLL (0 LLLLLLL LLLLLLL ,// LLLLLLL / LLLLLLL LLLLLLL LLLLLLL LLLLLLL LLLLLLL LLLLLLL LLLLLLL LLLLLLI LLLLLLL LLLLLLI o 5-2 PROPERTY LINE NEW PROPOSED PV ARRAY LOCATION (16) UPSOLAR UP-M310P MODULES 4.96 kW DC STC 29'-0" (N) MAIN UTILITY PANEL (N) PERFORMANCE METER (N) AC DISCONNECT • Roof Access Point Roof access Point shall be located in areas that do not require the placement of ground ladders over openings such as windows or doors,and located at strong points of building construction in locations where the access point does not conflict with overhead obstructions such as tree limbs, wires or signs. (R331.4.1 of the 2013 CRC) (N) J-BOX 16'-0" 0 / / / / / 0 1- J_ 1- i 23'-0" / / 3' FIRE SETBACK / / /',/ /'•,/; /' ,/ / 29'-0" ONE STORY HOUSE DRIVEWAY COPYRIGHT/NOTES:THIS DESIGN TEMPLATE AND DRAWINGS FOR THIS CUSTOM IS THE COPYRIGHT PROPER, OF FORTUNE ENERGY HATEM ALVMANI CONSENT OF HATEM ALYMANI. ACCEPTANCE OF THIS SINGLE COPY CONSTITUTES ACKNOWLEDGEMENT OF THE DUTIES E. OBLIGATION OF THE PLAN LICENSE AGREEMENT OF FORTUNE ENERGY, ALL IDEAS, DESIGNS, ARRANGEMENTS P, PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY THE PROPER, OF THE DESIGNER WERE CREATED & DEVELOPED FOR THE USE IN CONNECTION WITH THE SPECIFIED PROJECT NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND PERMISSION AVEN I DA ALVARADO Fort ne Energy NABCEP DATE: 7/25/7 6 ADVOCATE DWG. JOB # 1533TV A 1 CHECKED SCALE: L/CENSE# C46- 7 000878 SEE DWG SIGN. SHEET TITLE: PLOT PLAN J RACKING LAYOUT SCALE: 1" = 5' w N s PROPERTY LINE TRUSSES RAIL EMT CONDUIT ® ROOF OBSTRUCTIONS ® FIRE PLACE MODULE PM J ROOF ATTACHMENT PERF, METER JUNCTION BOX INV INVERTER S SKIPPED CONNECTOR MAIN SERVICE PANEL E SP AC SUB PANEL FIRE PATH AC DISCONNECT COPYRIGHT/NOTES:THIS DESIGN TEMPLATE AND DRAWINGS FOR THIS CUSTOM DESIGN ` IS THE COPYRIGHT PROPERTY OF FORTUNE ENERGY S. HATEM ALYMANI YOU MAY NOT REPRODUCE, CO, DUPLICATE OR DISTRIBUTE ALL OR ANY PORTION OF THE PLAN EITHER EXPRESSLY OR IMPLIED WITHOUT THE WRTTEN CONSENT OF HATEM ALYMANI. FORTUNE ENERGY. ALL IDEAS, DESIGNS, ARRANGEMENTS P PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY THE PROPERTY OF THE DESIGNER P WERE CREATEUOsE4Ecliglsg,FRO01ZS USE IN CONNECTION WITH NONE OF SUCH IDEAS, DESIGNS. ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR GORPORADON FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRDTEN ACKNOWLEDGEMENT AND PERMISSION O 29'-0" WIND LOAD CALCULATION - ROOF "A" TOTAL SYSTEMWIEGHT 533.2 Ibs PVARRAYSQ.FT 167.04 sq.ft WIND PRESSURE 30 psf LAG SCREW EMBEDMENT (MIN. 2.5") 587.5 Ibs QUANTITY OF LAG BOLTS 30 unit WIND UP LIFT 4478.00 psf LAG SCREW ENDURANCE 17625.00 psf WIND UP LIFT < LAG SCREW ENDURANCE WIND LOAD CALCULATION - ROOF "B" TOTAL SYSTEMWIEGHT 317 Ibs PVARRAYSQ.FT 104.4 sq.ft WIND PRESSURE 30 psf LAG SCREW EMBEDMENT (MIN. 2.5") 587.5 Ibs QUANTITY OF LAG BOLTS 10 unit WIND UP LIFT 2815.00 psf LAG SCREW ENDURANCE 5875.00 psf WIND UP LIFT < LAG SCREW ENDURANCE WIND LOAD CALCULATION - ROOF "C" TOTAL SYSTEM WIEGHT 190.2 Ibs PV ARRAY SQ.FT 62.64 sq.ft WIND PRESSURE 30 psf LAG SCREW EMBEDMENT (MIN. 2.5") 587.5 Ibs QUANTITY OF LAG BOLTS 6 unit WIND UP LIFT 1689.00 psf LAG SCREW ENDURANCE 3525.00 psf WIND UP LIFT < LAG SCREW ENDURANCE 45'-0" ROOF -A LLLLLLL LLLLLLL - LLLLLLL CY) LLLLLLL LLLLLLL N LLLLLLL LLLLLLL LLLLLLL LLLLLLL 5'-10" LLLLLLL LLLLLLL LLLLLLL 1 1 1 1 1 1 1 LLLLLLL LLLLLLL LLLLLLL LLLLLLL LLLLLLL LLLLLLL LLLLLLL LLLLLLL LLLLLLL 111111 LLLLLLL LLLLLLL LLLLLLL LLLLLLL LLLLLLL LLLLLLL LLLLLLL LLLLLLL LLLLLLL LLLLLLL ROOF-B „._ r A8 A7 A6 m A5 A4 FOAM ROOF 2"x4" TRUSSES @ 24" O.0 — 3'-2" Ln LO ROOF-C Al A2 A3 23'-0" Roof Att. Typ. @ 48" Max. 29'-0" GATE: 1 /25/ 1 6 DWG. A2 CHECKED Wine Energy KENT RAMOS RESIDENCE: STAMP- NABCEP ADVOCATE JOB # 1533TV SCALE: SEE DWG LICENSE# C46- 1 000878 SIGN. SHEET TITLE: RACKING LAYOUT / PRO SOLAR SUPPORT RAIL & SPLICE SCALE: NTC TILT ANGLE FRONT EXTENSION HEIGHT* ALL ANGLE 6 2" ± ROOF ATTACHMENT DETAIL SCALE: NTC END CLAM SLIDE-N-CLAM ALUMINUM COMPRESSION NUT 10° TILT PV MODULE MID CLAMP END CLAMP /,ij i i- r� i i 1" Dia. ALUMINUM FRONT POST 1.5" Dia. ALUMINUM BASE 2"X4"TRUSSES 5/16" x 3.5" STAINLESS STEEL LAG BOLT (2.5" MIN. EMBEDDED) REAR EXTENSION HEIGHT* *HEIGHT FROM ROOF SURFACE TO BOTTOM OF SUPPORT RAIL 3/3.11 SS JAM NUT 3/8" SS FLAT WASHER 8/3"X4" SS LEVELING STUD 1" Dia. ALUMINUM REAR POST FLASHING Ld,c SOLARWEDGE ASSEMBLY FLASHING DETAIL J-BOX DETAIL JAM NUT/ WASHER OMPRESSION NUT 3" XD RAIL LOWER SUPPORT JAM NUT/ WASHER DC Cable or AC Cable For Micro Inverter Strain Relief ain Tight, Steel EMT Connector. COPYRIGHT/NOTES: THIS DESIGN TEMPLATE AND DRAWINGS FOR THISCUSTOM DESIGN 4%.‘ IS THE COPYRIGHT PROPERTY OF FORTUNE ENERGY HATEM ALVMANI YOU MAY NOT REPRODUCE, COPY, DUPLICATE OR DISTRIBUTE ALL OR ANY PORTON OF THE PLAN. EITHER EXPRESSLY OR IMPLIED WITHOUT THE WRITTEN CONSENT OF HATEM ALVMANI, ACCEPTANCE OF THIS SINGLE COPT CONSTITUTES ACKNOWLEDGEMENT OF THE DUTIES & OBLIGATION OF THE PLAN LICENSE AGREEMENT OF FORTUNE ENERGY, ALL IDEAS, DESIGNS, ARRANGEMENTS PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY THE PROPERTY OF THE DESIGNER WERE CREATED & DEVELOPED FOR THE USE IN CONNECTION WITH THE SPECIFIED PROJECT, NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLMS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND PERMISSION COMPRESSION NUT TO RAIL MT Conduit approved Long Lasting Block Strut Strap onduit Above Roof To Load Center/Main Service DATE:1/13/76 /SIG SCALE: SEE DWG JOB CHECKED 1 Fo ee Eeergy KENT RAMOS RESIDENCE: STA IN, NABCEP ADVOCATE # 1533TV LICENSE C46- 1 000878 SIGN. SHEET TITLE: ATTACHMENT DETAIL oi ROOF -A (SIDE VIEW) A4 SCALE: NTS EAST SIDE OF WALL APPROX. APPROX. APPROX. 3'-0" 3'-3" 3'-0" APPROX. 14'-4" 2"x4" TRUSSES @ 24" 0.0 APPROX. 12" APPROX. 12'-6" COPYRIGHT/NOTES: THIS DESIGN TEMPLATE AND DRAWINGS FOR THIS CUSTOM DESIGN IS THE COPYRIGHT PROPERTY OF FORTUNE ENERGY P. HATEM ALYMANI YOU MAY NOT REPRODUCE. COP, DUPLICATE OR DISTRIBUTE ALL ORM, PORTION OF TNE PLAN. EITHER EXPR SS, OR IMPLIED WITHOUT THE WRITTEN CONSENT OF HATEM ALYMANI. A C.C,ETP,T EA NDC,,ET,CE, Fs Ta Hrr, Po,D,c0, P MAs KAN:RWE LEE,TNETTFN T FORTUNE ENERGY. ALL IDEAS. DESI NS, ARRANGEMENTS E. PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY THE PROPER, OF THE DESIGNER P. WERE CREATED DEVELOPED FOR THE USE IN CONNECTION WITH THE SPEC FIED PROJECT NONE OF SUCH IDEAS. DESIGNS. ARR NGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON. FIRM. OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND PERMISSION OF HAT LI ALTMAN!. WIND LOAD CALCULATION - ROOF "A" TOTAL SYSTEM WI EGHT 1040.4 Ibs PV ARRAY SQ.FT 334.08 sq.ft WIND PRESSURE 30 psf LAG SCREW EMBEDMENT (MIN. 2.5") 587.5 Ibs QUANTITY OF LAG BOLTS 22 unit WIND UP LIFT 8982.00 psf LAG SCREW ENDURANCE 12925.00 psf WIND UP LIFT < LAG SCREW ENDURANCE Foine Energy (0ELECTRICAL EQUIPMENTS ELEVATION A)SCALE: NTS WEST SIDE OF WALL EMT CONDUIT TO THE PV ARRAY INVERTER • e AC DISCONNECT PERFORMANCE METER • . 5' MAX. X z < — • 2 Co 9 EXISTING MAIN SERVICE PANEL EXISTING GAS METER —3' MIN.— "IF NEAR" DATE:1/ 7 .3/1 6 (DWG. A4 CHECKED REVISIONS: ADVOCATE JOB # 1533TV SCALE: SEE DWG LICENSE# C46- 1 DODS 78 SIGN. SHEET TITLE: GENERAL DETAIL SINGLE LINE DIAGRAM HI TEMP. 52°C LOW TEMP. -11°C STRING A 8 MODULES JUNCTION BOX1 NEMA 4R CONDUIT 1 4" EMT - �/ DC. 1-zau GROUNDING LUG STRING B 8 MODULES #6 SOLID BARE, Cu MODULE/RACKING EGC DC1 CONDUIT Fznu GROUNDING LUG #6 SOLID BARE, Cu MODULE/RACKING EGC PV MODULE RATINGS @ STC MODULE MFR: UPSOLAR MODEL: UP-M310P = 46.0V = 36.3V = 8.82A = 8.54A Voc VMP ISC IMP PV ARRAY INFORMATION # OF SERIES MODULES PER STRING: A,B 8 Vac PER STRING = 46.0V * 1.16 * 8 = 426.88V VMP PER STRING = 36.3V * 8 = 290.4V # OF STRINGS PER INVERTER = 2 MAX SYSTEM CURRENT = Is° = 8.82A IMAX=8.82A* 1.25 = 11.03 A MIN CONDUCTOR AMPACITY = I MAX * 1.25 = 11.03* 1.25 = 13.79A FUSE SIZE (OCPD) = 15A PER STRING DC.1 PV MODULES TO J-BOX = 40' 2 # 12 (+ve & -ve) + 1# 6 SOLID BARE Cu, EGC TERMINALS RATED @ 90°C #12 AMPACITY PER 310.15(B)(17) = 40A AMB. TEMP. PER (310.15)(B)(3)(C) > 34" = 69°C TEMP. CORRECTION FACTOR @ 69°C = 0.58 40A * 0.58 = 23.2A > 13.79A PER STRING V_Drop @ 40' = 0.4% OK TO INSTALL A LISTED PV WIRE #12 (6ESIGNER NOTE: Voltage drop was calculated assuming daisy chain. However, leap frog is recommended to duce the voltage drop. JUNCTION BOX2 NEMA 4R 3" EMT \i DC. SMA SB 5000TL-US-22 WITH DC DISCONNECT & AFC' L1 L2 SUNNY BOY MPPT MPPT GROUNDING "EGC" : AMB. TEMP. PER (310.15)(B)(3)(C) > 2" = 74°C TEMP. CORRECTION FACTOR @ 74°C = 0.50 MODULES & RACKING: I FAULT MAX = 8.82A* 1.56 = 13.76A MIN. EGC PER 690.45 = 13.76A/ 0.50 = 27.52A PER 310.15(B)(16) EGC TO BE USED #10 DESIGNER NOTE: To comply with [250.120(C)]: • If EGC is inside conduit OK to use #10, or #8 when calculation permits. • If EGC in free air use #6 solid bare, Cu. modules and rails are in contact with EGC using a UL 467 certified & UL 2703 recognized grounding lay in lug Conduits are bonded to EGC using grounding bushing. EGC complies with [690.43],[690.45]&[690.46] JUNCTION BOX TRANSITION FROM #12 PV WIRE TO #10 "THWN-2" RATED@ 90°C Polaris connectors are recommended Optional transition after j-box2 from #6 solid bare EGC to min #10 EGC using any NEC approved method for joining and bonding EGC such as a grounding bar. AC DISCONNECT RATING DISC SW RATING = 30A DISC VOLT RATING = 240V 2POLES, NON -FUSED CONDUIT 2" EMT ) MAIN AC DISCONNECT 'AC' LOCKABLE & VISIBLE ACCESSIBLE, NEMA3R DC. J-BOX1 TO J-BOX2 = 20' 2 #10 (+ve & -ve) + MIN #10 EGC, CU. J-BOX2 TO INVERTER = 45' 4 #10 (2 +ve & 2 -ve) + MIN #10 EGC, Cu. TERMINALS RATED @ 90°C #10 AMPACITY PER 310.15(B)(16) = 40A CONDUITS ARE >4" ABOVE THE ROOF AMB. TEMP. PER (310.15)(B)(3)(C) >2" = 74°C TEMP. CORRECTION FACTOR @ 74°C = 0.50 DE -RATE FACTOR @ 4 C.C.0 = 0.8 40A* 0.50 * 0.8 = 16A> 13.79A PER STRING V_DROP@ 65' = 0.4% OK TO USE #10 "THWN-2" Cu, RATED@ 90°C INVERTERS RATING INVERTER MFR: SMA INVERTER MODEL: SB-5000TL-US-22 DC VOLT RATING = 600V MIN DC / START UP VOLTAGES=125/150V DC MAX USABLE INPUT CURRENT: PER MPPT = 15A PER INVERTER = 30A AC MAX OUTPUT POWER @ 240V = 5.0 kW AC MAX OUTPUT CURRENT = 22A MIN WIRE SIZE = 22A * 1.25 = 27.5A MIN (OCPD) = 30A, TERMINALS RATED @ 75°C COPYRI( YOU MAY NOT REPRODUCE COPY PORTION OF THE PLAN EITHER EXPR CONSENT 01 FORTUNE ENERGY ALL IDEAS DESK OR REPRESENTED BY THIS DRAWIN DESIGNER WERE CREATE_DrsEZ NONE OF SUCH IDEAS DESIGNS ARR OR DISCLOSED TO ANY PERSON FIF WHATSOEVER WITHOUT THE WRITTF OF HAT EXISTING MAIN SERVICE PANEL 200A MAIN BREAKERTOP FED "NO CENTER MAIN BREAKER" 200A BUS PERFORMANCE METER CONDUIT LINJ� CONDUIT 4" EMT INVERTER TO AC DISC. = 10' AC DISC. TO MAIN SERVICE PANEL = 5' 3 #10 (L1, L2, N) , #8 EGC TERMINALS RATED ©75°C #10 AMPACITY PER 310.15(B)(16) = 40A TEMP. CORRECTION FACTOR @ 52°C = 0.76 40A * 0.76 = 30.4A > 30A(OCPD) V_DROP @ 15' = 0.3% OK TO USE #10 "THWN-2" Cu, RATED@ 90°C MAIN PANEL RATING EXISTING SPLIT PHASE 3W 120/240V BUS BAR RATING = 200A MAIN SERVICE BREAKER = 200A TOP FED 120% RULE: MAX ALLOWED FEED = 1.2 * 200A = 240A ACTUAL FEED =200A "MSB" + 30A "SOLAR" = 230A < 240A MAX OK TO ADD SOLAR BREAKER @ THE OPPOSITE END OF THE BUS AWAY FROM THE MAIN BREAKER. OUTPUT CALCULATIONS EXISTING GROUND ROD PV SYSTEM MAX DC OUTPUT = 310W * 16 = 4.96 kW PV SYSTEM MAX AC OUTPUT: (1) SMA SB-5000TL-US-22 (16) UPSOLAR UP-M310P MAX (PTC RATING) PER MODULE 279.0W*16 4.47 kW * 97% INVERTER = 279.0 W = 4.47 kW = 4.33 kW WIRE LOSS: DC SIDE = 0.8% < 1.5% RECOM. BY FEEPC AC SIDE = 0.3% < 1.5% RECOM. BY SMA TOTAL = 1.1% < 3% RECOM. BY FEEPC DATE: 1 / 1 3/ 1 6 DWG El .HT/NOTES: NS, ARRANGEMENTS PLANS INDICATED ARE OWNED BY THE PROPERTY OF THE OPED FOR THE USE IN CONNECTION WITH FIED PROJECT NGEMENTS OR PLANS SHALL BE USED BY IA OR CORPORATION FOR ANY PURPOSE N ACKNOWLEDGEMENT AND PERMISSION Forine Energy KENT RAMOS RESIDENCE: ADVOCATE 1533TV JOB # CHECKED LICENSE# Cz SCALE: SEE DWG 6-7 DOD878 SIGN. SHEET TITL SINGLE E: INE DIAGRAM SIGNAGE CONTENT: WARNINIG: PHOTOVOLTAIC POWER SOURCE LOCATION: ON ALL INTERIOR AND EXTERIOR PV CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES AND JUNCTION BOXES PLACED EVERY 10'(1.1.2 OCFA) CONTENT: PV SYSTEM DC DISCONNE OPERATING CURRENT: OPERATING VOLTAGE: MAXIMUM SYSTEM VOLTAG SHORT CIRCUIT CURRENT: LOCATION: DC DISCONNECT PER NEC 690.53 CONTENT: PHOTOVOLTAIC AC DISCO ECT MAX AC OPERATING CURRE MAX OPERATING VOLTAGE- 22A 240V LOCATION: AC DISCONNECT PER NEC 690.54 CONTENT: -111W411111._ LOCATION: AC DISCONNECT PER NEC 690.53 NOTES: CONTENT: WARNING- DUAL POWER SOURCE SECOND SOURCE IS PV SYSTEM LOCATION: ALL PANELS: SUB PANELS AND MAIN 705.12 (D)(4) CONTENT: WARNING INVERTER OUTPUT CONNECTION. DO NOI RELOCATE THIS OVERCURRENT DEVICE. LOCATION: POINT OF CONNECTION PANEL 705.12(D)(7) CONTENT: WARNING ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION LOCATION: ON OR ADJACENT TO THE DISCONNECTING MEAN PER NEC 690.17 CONTENT: WARNING n ELECTRICAL SHOCK HAZARD THE DC CONDUCTORS OF THIS, VOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED LOCATION: JUNCTION BOXES, COMBINER BOX, DISCONNECT, AND DEVICES THAT CAN HAVE ENERGIZED UNGROUNDED CIRCUITS EXPOSED WHEN OPENED. PER NEC 690.35(F) 1. BACKGROUND: RED. 2. LETTERS: WHITE. 3. FONT: ARIAL OR SIMILAR NON -BOLD. 4. ALL LABELS SHALL HAVE CAPITAL LETTERS. 5. MINIMUM HEIGHT: 3/8". 6. ALL LABELS SHALL BE WEATHER RESISTANT MATERIAL AND MATERIAL SUITABLE FOR EXTERIOR USE. 7. ALL SYSTEMS LABELS AND WARNINGS TO BE INSTALLED AT THE SITE AND THEIR LOCATIONS IN ACCORDANCE WITH ARTICLE 690 OF THE 2013 CEC AND THE OCFA GUIDELINES. 8. THE ABOVE LABELS SHALL BE PLACED EXACTLY AS NOTED. PLACARD CAUTION POWER TO THE BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN E E MAIN SERVICE PANEL & PV DISCONNECT ROOF MOUNTED PV ARRAY AVENIDA ALVARADO COPYRIGHT/NOTES:THIS DESIGN TEMPLATE AND DRAWINGS FOR THIS CUSTOM DESIGN IS THE COPYRIGHT PROPERTY 0 FORTUNE ENERGY HATEM ALYMANI YOU MAY NOT REPRODUCE. COP, DUPLICATE OR DISTRIBUTE ALL OR ANY PORTON OF THE PLAN. EITHER EXPRESSLY OR IMPLIED WITHOUT THE WRITIEN ACCEPTANCE OF THIS SINGLE COPY CONSTITUTES ACKNOWLEDGEMENT OF THE OUT ES & OBLIGATION 0 THE PLAN LICENSE AGREEMENT OF FORTUNE ENERGY ALL IDEAS, DESI NS, ARRANGEMENTS & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY THE PROPERTY OF THE DESIGNER 8, WERE CREATED & DEVELOPED FOR THE USE IN CONNECTION WITH E SPECIFIED PROJECT. OF SUCH IDEAS, S, ARRANGEMENTS PLANS SHALL BE USED BY TON FOR ANY PURPOSE w� WHATSOEVERSCLOSED TO ANY WITHOUT OFHAMMALTMANI EME,�oPERMISSION DATE: 1 / 7 3/ 1 6 I IG. E1.1 CHECKED forl6ne Energy Cr) Lij eTh uJ �j r�ll 1111 w �7 0 w N IAA .L_P ADVOCATE JOB # 1533TV SCALE: SEE DWG LICENSE# 046- 1 00087E SIGN. SHEET TITLE: SIGNAGE & PLACARD c� 0 Key Features Flexible Production* High Quality Bill of Materials Reinforced Module Warranty Reinforced Structure (thicker glass, stronger frame) Ideal for ground mounted systems Salt Mist and Ammonia Resistant 61715 61730 171202 a j I Secure Investment asi,isad CE non* Ariik Pi CYCLE Upsolar provides industry -leading product coverage for all our modules to ensure our customers achieve superior long-term value from their solar installations. In addition to a 10-year product warranty, which covers unanticipated module damage, Upsolar implements a 25-year performance guarantee known as the Reinforced Module Warranty. Whereas traditional warranties feature a singular trigger point that results in drastic coverage reductions after just 10 years, our Linear Peak Power Warranty offers a gradual ramp that more accurately corresponds to system performance over 25 years. a cc cc 0 0. 0 z 8, 1 100% 90% as%.80% - Linear C Peak Power 25 Warranty Coverage Years +10 Year Product Guarantee a� Upsolar Coverage for Monocrystalline Modules YEARS Upsolar Coverage for Polycrystalline Modules Standard Industry Warranty Upsolar has teamed up with AIG Energy Warranty, a division of AIG, to provide system owners with a second layer of warranty protection through a deductible -free protection plan** that insures up to 90 percent of equipment costs and delivers peace of mind for years to come. MODEL Max Power Pm (Wp) 295 Max Power Voltage Vm M 35.7 Max Power Current Im (A) 8.26 Open -Circuit Voltage Voc (V) 45.4 Short -Circuit Current Isc (A) 8.58 Module Efficiency 15.2% Maximum System Voltage (V) Power Tolerance Series Fuse Rating (A) *STC: Irradiance 1000 W/m2, Module temperature 25°C, AM=1.5 Front Glass Junction Box Bypass Diode Output Cables Connectors Frame Encapsulation Material Back Sheet Temperature Range Max Load Impact Resistance Cells UP-M295P UP-M300P 300 35.9 8.36 45.6 8.66 15.5% UP-M305P 305 36.1 8.45 45.8 8.74 15.70% 1000(IEC)/1000(UL) 0/+3% UP-M310P 310 36.3 8.54 46.0 8.82 16.0% UP-M315P 315 36.5 8.63 46.2 8.90 16.2% 20A High Transparency Tempered Glass 0.157 // 4.0 mm IP 65 or above 3 diodes 1.0 m // IEC, UL approved (4 mm2, 12AWG) (PV Wire Type) MC4 compatible (IP67, IEC and UL approved) Anodized aluminium alloy type 6063-T5 EVA (0.018" // 0.45 mm ± 0.001 " // 0.03 mm thickness) White multilayer polymer film -40°F to +194°F // -40°C to +90°C 75 lbs / ft2 (UL Standard) // 5400 Pa (IEC Standards) Steel ball - 1.18 lbs // 535 g dropped from 51 1// 1.3 m high Polycrystalline silicon solar cells 6 x 6❑ // 156 mm x 156 mm Number of Cells 72 (6 x 12) Dimensions (in//mm) 77.01 x 39.06 x 1.57 // 1956 x 992 x 40 Weight (Ib//kg) 58.4//26.5 NOCT (°C ) Temperature Coefficients of Isc (% / °C ) Temperature Coefficients of Voc (% / °C ) Temperature Coefficients of Im (% / °C ) Temperature Coefficients of Vm (% / °C ) Temperature Coefficients of Pm (% / °C ) 10 Cells emp = 2°C 800W/m 600W/m 400W/m2 200N/m2 5 10 15 20 25 30 35 40 45 ± 2 0.05 ± 0.01 - 0.30 ± 0.02 - 0.02 ± 0.02 - 0.42 ± 0.03 -0.43 ± 0.05 Voltage (V) Deviation of Vm (V), Im (A), Voc (V) and Isc (A) of ±2.5% 8-1 bunting slots 0 E 0 2-04mm Ground holes Section A -A 6:1 SolarEdge Integrated Tigo Integrated Upsolar is not responsible for damages caused by errors or omissions on this data sheet. All information is subject to change without notice. Delivering safe solar SUNNY BOY 3000TL-US / 3800TL-US /4000TL-US / 5000TL-US / 6000TL-US / 7000TL-US / 7700TL-US THE WORLD'S ONLY SECURE POWER SUPPLY OUTLET NOT INCLUDED Certified • UL 1741 and 1699E compliant • Integrated AFCI meets the require- ments of NEC 2011 690.11 Innovative • Secure Power Supply provides daytime power during grid outages Powerful • 97.6% maximum efficiency • Wide input voltage range • Shade management with OptiTrac Global Peak MPP tracking Flexible • Two MPP trackers provide numerous design options • Extended operating temperature range SUNNY BOY 3000TL-US / 3800TL-US /4000TL-US / 5000TL-US / 6000TL-US / 7000TL-US / 7700TL-US Setting new heights in residential inverter performance The Sunny Boy 3000TL-US/3800TL-US/4000TL-US/5000TL-US/6000TL-US/7000TL-US/7700TL-US represents the next step in performance for UL certified inverters. Its transformerless design means high efficiency and reduced weight. Maximum power production is derived from wide input voltage and operating temperature ranges. Multiple MPP trackers and OptiTracTM Global Peak mitigate the effect of shade and allow for installation at challenging sites. The unique Secure Power Supply feature provides daytime power in the event of a grid outage. High performance, flexible design and innovative features make the Sunny Boy TL-US series the first choice among solar professionals. 98 96 94 e' 92 90 88 86 00 11 Efficiency curve SUNNY BOY 5000TL-US-22 240Vac 02 Eta (V,, = 175 VI - Eta (V,, = 400 V) - •• Eta (VP, = 480 V) 0.4 0.6 Output power / Rated power Sunny Boy 5000TL-US 208 V AC 240 V AC 5300 W 600 V 175-480V 125 - 500 V 125V/150V 30A/15A Sunny Boy 6000TL-US 208 V AC 240 V AC 6300 W 600 V 210 - 480V 125 - 500 V 125V/150V 30A/15A Accessories S pee dw i re/ W e bco n n ect interface SWDM-US-10 Fan kit for SB 3000/3800/ 4000/5000TL-US-22 FANKIT02-10 RS485 interface DM-485CB-US-10 • Standard feature 0 Optional feature - Not available Data at nominal conditions Sunny Boy 7000TL-US Sunny Boy 7700TL-US 208 V AC 240 V AC 7300 W 600 V 245 - 480 V 125 - 500 V 125 V/ 150V 30A/18A 208 V AC 240 V AC 8000 W 600 V 270 - 480 V 125 - 500 V 125V/150V 30A/ 18A 2/2 4550 W 4550 VA 208V/• 183 - 229 V 60Hz/59.3- 22 A 1 1/2 <4% 97.2% 96.5% 5000 W 5000 VA 240V/• 211 -264V 60.5 Hz 97.6% 97.0% 5200 W 6000 W 5200 VA 6000 VA 208 V / • 240 V / • 183 - 229 V 211 - 264 V 60 Hz / 59.3 - 60.5 Hz 25 A 1 1/2 <4% 97.0% 96.5% 97.4% 97.0% • • • / • • • I / IV 6000 W 7000 W 6000 VA 7000 VA 208V/• 240V/• 183 - 229 V 211 - 264 V 60 Hz / 59.3 - 60.5 Hz 29.2 A 1 1/2 <4% 96.8% 96.5% 490/519/ 185 (19.3/20.5/7.3) 187/297/190 (7.4/11.7/7.5) 617/597/266 (24.3/23.5/ 10.5) 370/240/280 (14.6/9.4/11.0) 6650 W 7680 W 6650 VA 7680 VA 208 V / • 240 V / • 183 - 229 V 211 - 264 V 60 Hz / 59.3 - 60.5 Hz 32 A 1 1/2 <4% 96.8% 96.8% 96.5% 96.5% 97.3% 96.5% 24 kg (53 Ib) / 3.5 kg (8 Ib) 27 kg (60 Ib) / 3.5 kg (8 Ib) -40 °C... +60 °C (-40 °F... +140 °F) < 29 dB(A) <1 W Transformerless Convection NEMA 3R • • 0/0 •/0/0 < 29 dB(A) <1 W Transformerless Fan NEMA 3R • • o/o •/o/o < 29 dB(A) <1 W Transformerless Fan NEMA 3R • • o/o •/o/o < 29 dB(A) <1W Transformerless Fan NEMA 3R • • o/o •/0/0 UL 1741, UL 1998, UL 1699B, IEEE1547, FCC Part 15 (Class A & B), CAN/CSA C22.2 107.1-1 SB 5000TL-US-22 SB 6000TL-US-22 SB 7000TL-US-22 SB 7700TL-US-22 PV Module Mounting Hardware professional SOLAR products' Rails & Rail Splice Options Roof Trac° The RoofTrac® mounting system has been load tested and engineered to 125 mph wind load (50 Ibs per square foot of pressure load) for most module types. RoofTrac® secures the solar panels and prevents damage caused from high winds and seismic forces. All load tests are supervised and signed off by a California licensed structural engineer. All attachment options manufactured at Professional Solar Products (Fast Jack®, Foam Jack®, TileTrac®) can be used with the RoofTrac® system. Benefits • Aesthetically pleasing - low profile appearance • Anodized aluminum - lasts the life of the system • Module specific engineering - ensures mounting system is specifically designed for the module type; makes the permitting process extremely fast and inexpensive • Efficient use of material allows for a lighter, but stronger, mounting solution; reduces installation labor and shipping costs Orientation: • Clamps engaged on long side of the module Spans: • 4' on center (unless using Rail Enhancer) for standard rails, 6' for deep rails and 8' for XD rails Materials: • Anodized Aluminum & Stainless Steel Hardware Engineering: • 30-55 lbs. per ft (module and setup specific) • 100-130 mph approx. wind loading range Ground Trac° The Ground Trac®system now provides a solution for mounting PV modules on hillsides and the ground in rural areas or where a roof mounted system would not be possible. Benefits • Extremely fast installation - greatly reduces labor costs • All attachment points concealed within channel - provides an attractive and clean appearance • All fully exposed aluminum channel and clamp sets are fully anodized - makes for an attractive appearance and reduces the chance of degrading the electrical contact between the support racking and the modules • Specifically engineered to reduce size and number of concrete footings - this results in reduced labor and more efficient use of materials and still meets the 100 mph wind load required by most building departments Spans: • 6'-10' on center for pipe (depending on load rating needed) • 7' for support rail (front to rear) Materials: • Anodized & tumbled aluminum & stainless steel hardware Engineering: • 50 Ibs. per ft2 • Downrated to 100 mph approx. wind load for 10' pipe centers • Rear pipe height not to exceed 5' Pipe size (Req'd): • 1-1/2" Schedule #40 galvanized pipe Ground Trac PRO SOLAR RAILS Standard Deep ROOF/GROUND MOUNTS Roof Trac Extra Deep (XD) DC Item # Size Qty. ProSolar Part # Standard Support Rails 210-0049 136" 1 R-136 210-0050 136" 6 R-136-6 Deep Channel Support Rails 210-0048 124" 6 R-124D-6 210-0052 136" 6 R-136D-6 ProSolar XD Channel Support Rails 210-0049 136" 1 R-136XD 210-0050 136" 6 R-136XD-6 Clamps The clamping system consists of end clamps and mid clamps to attach the module frame to the RoofTrac® support rail. This fully integrated clamping system actually changes the structural properties of the aluminum channel making it significantly stronger. This design allows solar modules to be installed at a lower profile to the roof, providing a more aesthetically pleasing installation. Module clamps are specifically designed, extruded and engineered for each specific module frame. Their innovative clamping system provides inward tension on the module frame securing the laminate in the frame. Channel nuts slide easily into position to hold the end clamps and mid clamps. MID CLAMPS DC Item # 260-0051 For Finish Black Qty. 50 ProSolar Part # C-2751MC-50B For BP Solar 260-0257 For BP Solar Clear 1 C-2751MC 260-0050 For BP Solar Clear 50 C-2751MC-50 260-0022 For Kaneka or Webel Clear 50 C-15721MC-50 260-0052 For Sharp 187 Module Black 50 C-300IMC-50B 260-0056 For Sharp Lipped Module Black 1 C-SRPIMCL 260-0048 For Sharp/New Style Evergreen/Sunpower/Kaneka Black 50 C-2501MC-50B 260-0047 For Sharp/New Style Evergreen/Sunpower/Kaneka Clear 50 C-2501MC-50 260-0240 For SunTech/Kyocera/Old Evergreen Cedar/SolarWorld/ GE Black Clear 50 50 C-2251MC-50B C-2251MC-50 260-0044 For SunTech/Kyocera/Old Evergreen Cedar/SolarWorld/ GE 260-0008 For Uni-Solar Clear 50 C-200IMC-50 Solar WedgeTM Revolutionary Commercial Mounting System! SolarWedge® by Professional Solar Products, Inc, is an innovative low profile commercial/residential PV mounting system. The system provides an easy to install and economical solution for 5, 10 or 15 degree structural attachment. SolarWedge® integrates with Professional Solar's patented "top -down" commercial RoofTrac® and FoarnJack® stanchion products. The system dramatically lowers installation and shipping costs while optimizing installed wattage on the roof. Advantages of the SolarWedge° * Easy handling and Installation: Each b x supports up to 30' (front & rear) of RoofTrac® support rails * In egrated Leveling System: Compensates up to 2-1/2" of roof variation using an included 3/8" x 4" stainless steel stud * ully Engineered: Load tested to 30 Ibs. per sq. ft (approx. 110 mph wind load) at up to 6' centers * Finished Aluminum Pa ts: Clear anodized angled support brackets match support rail. FoamJack® stanchion parts are machine tumbled and cleaned to provide excellent bonding of foam, flash or SolarWedge® Precision extruded angles of anodized aluminum compress the support rail at a fixed angle while dramatically increasing the strength Leveling Feature Stud rolls into the post up to 2-1/2" to eliminate the need for cutting studs on the job FoamJack® Each kit includes the FoamJack® �•L with a 3" aluminum seal plate. ►4r.�j Size included depends on the •wow angle purchased 02008 Professional Solar Products, Inc. All rights reserved. Load Tested 110mph Wind Load 30 lbs. sq. ft At 6' On Center Flash The FoamJack° can easily accept standard roof flashings when required Foam Using a 2-part hand- held or truck mounted foaming system, create a "flashing" using high density roof foam! Seal Using a UV rated roof sealant under the seal plate provides a very economical sealing method that takes seconds to apply! Saves time and installation costs! *Before determining best sealing method, check with your local building department for any local requirements Roof Surface \� Modules are mounted in the illustrated direction to optimize performance in the summer months Rail Insert - Compression Nut Leveling Stud Foamed bases as illustrated Rail Lower Support VINCI & ASSOCIATES Structural Engineers CLIENT: Professional Solar Products, Inc. 1551 S. Rose Ave., Oxnard, CA 93033 Tel: 805-86-4700 Subject: Static Toad test results for the following: Mounting System Maximum Frame Length* (in.) Maximum Frame Width* (in.) Load (Ibs/ft2) Equivalent Wind Speed (mph)** RoofTrac® 65(77**) 40 50 125(100**) TEST SETUP (as shown in attached drawing detail): Three modules, as specified above, were bolted to 136' x1.5"x2.5" Professional Solar Products (PSP) patented RoofTrac® support rails using an assembly of 5/16" Stainless Steel (SS) bolts, SS lock washers and proprietary PSP aluminum clamps and inserts. The RoofTraco support rail was attached to the PSP RoofTrac® structural attachment device with 3/8" SS hardware at four attachment points. The setup was attached to 2"x6" wooden rafters using 5/16" x 3-1/2" SS lag bolts. The attachment spans consisted of 48" front to rear with structural attachments spaced 72" on center. TEST PROCEDURE (as shown in attached drawingdetail: The test set up was top loaded to 50 Ib/ft2. The setup remained loaded for an approximate period of 30 minutes. The maximum deflection and any signs of permanent deformation were recorded. The test setup was then inverted and loaded to simulate the uplift condition. The test set up was re -loaded to 50 lb/ft2. The setup remained loaded for an approximate period of 30 minutes. The maximum deflection and any signs of permanent deformation were recorded. TEST RESULTS: The maximum top load deflection was recorded at 0.313", with no permanent deformation. The maximum uplift deflection was recorded at 0.250", with no permanent deformation. This document certifies the Roof-frac® mounting system used with the modules, as specified above, withstands the stated static pressure load, equivalent to the stated wind speeds**. The mounting system performed as expected. Sincerely, James R. Vinci, S.E. This engineering report verifies that Vinci & Associates has provided independent observation for load testing as described in this report. The results of this load test reflect actual deflection values and are generally accepted as the industry standard for testing module mounting systems. Vinci & Associates does not field check installations or verify that the mounting system is installed as described in this engineering report. Structural attachment: Lag bolt attachment should be installed using the proper pilot hole for optimum strength. A 5/16" lag bolt requires a 3/16" pilo It is the responsibility of the installer to insure a proper attachment is made to the structural member of the roof. Failure to securely attach to t' e o0 structure may result in damage to equipment, personal injury or property damage. The purposed racking system may be installed on any roof maximum of 24 foot above grade without further analysis. Racking can be installed at any location on the roof. Racking shall be installed in . a o$s ber or blocking with a 5/16" diameter screw at each Fast -jack location. Screws shall have minimum of 2 1/2 penetration into framing member f. z. ,and a minimum of 3" penetration into framing member for zone 3. (Zone 3 is defined as the approximately 4'-0" square at each corner of the ro This office does not express an opinion as to the load bearing characteristics of the structure the mounting system/modules are being installed on. ICC accredited laboratory tested structural attachments manufactured by Professional Solar Products (including, but not limited to FastJacke , TileTrac®, and FoamJacke) can be interchanged with this system. Check with local building department or AHJ for site specific requirements. *Modules measuring within stated specifications and tested to UL1703, or equivalent, are included in this engineering **Wind loading values relative to defined load values using wind load exposure (125 mph for 5/12 roof pitch or less; 100 mph for greater than 5/12 roof pitch) and gust factor coefficient "exposure C" as defined in the 2012(IBC) /2013(CBC). For 77" x 40" module, equivalent wind speed derated to 100 mph. ***Module tested: 64.6" x 39.4" x 1.7" (sin) ****Est. snow load rating of 25 Ib/ft2 based on 2.0 safety factor. (15 Ib/ft2 for 77" x 40" module) 1337 E. Thousand Oaks Blvd, Ste 114 • Thousand Oaks, CA 1362 Page 1 of 2 RT 6 Module Area = 18 ft2 each 72" tor".„ � v� Approx 20' max overhang Total module (45 Ibs ea.) and rail (12 Ibs ea.) weight: 159 Ibs Number of attachments: 4 ea Weight / attachment point: 40 Ibs Area: 54 ft2 Distributed weight: 2.95 lb/ ft2 -17 5/16" Stainless Steel Hex bolt 5/16" Stainless Steel Lock Washer Aluminum ProSolar Inter -Module Clamp Aluminum ProSolar Rail nut 1-k-- 40" 2,710 lbs / 50 psf 65" 48" i CONCRETE G,,L - ST Top Load Deflection: 0.313" 1 1 2,710 lbs 1 50 psf l CONCRETE BALLAIST 2-1/2" Aluminum ProSolar RoofTrac® Support Rail 3/8" Stainless Steel Hex Bolt and Flat Washer Aluminum ProSolar patented FastJack® Roof Attachment* 5/16" Stainless Steel Lag Bolt and Flat Washer *Lab tested structural attachments manufactured by Professional Solar Products (including FastJack® , TileTrace, and FoamJack') can be interchanged with this system. Professional Solar Products RoofTrac® Patent# 6,360,491 Photovoltaic mounting system Up lift Deflection: 0.250" RoofTrac® Solar Modules Static load test illustration Page 2 of 2 RT 6