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HomeMy WebLinkAbout1609 W 11th St Unit #3 - PlanDigitally sealed by RJM on Date: Job #: 22-20435 E.O.R.: Ryan McPherson, P.E. 9240 Limonite Ave Jurupa Valley, CA 92509 Mobile: (909) 566-0066 Email: SE@mcpe.group 12/16/22 Structural Analysis Report For Photovoltaic System Addition to Existing Structure At The Luu Residence 1609 W 11th St Unit #3 Santa Ana , CA 92703 12/16/22 Designed in Accordance with CBC 2019, ASCE 7-16 12/16/2022 1:55 PM 1 of 7 ©McPherson Engineering 1609 W 11th St Unit #301/25/23 McPherson Engineering By: F.A. Date: 12/16/22 Project Info 3 Gravity Loads 4 Lateral Loads 5 Wind Uplift Design 6 Summary 7 Table Of Contents 12/16/2022 1:55 PM 2 of 7 ©McPherson Engineering 1609 W 11th St Unit #301/25/23 McPherson Engineering By: F.A. Date: 12/16/22 Location: 1609 W 11th St Unit #3 Santa Ana , CA 92703 Existing Structure Info: Number of Stories = 1 Aroof = 1200 sq. ft. Roof Square Footage A3rd_flr = 0 sq. ft. Third Floor Square Footage (if applicable) A2nd_flr = 0 sq. ft.Second Floor Square Footage (if applicable) Site Properties: Lattitude = Longitude = Ss = 1.309 S1 = 0.466 Exposure Category = C Ult. Wind Speed = 130 m.p.h. P.V. Array Info: Model = Q.Peak DUO BLK-G6+ 340 Height of Panel = 68.50 in. Width of Panel = 40.60 in. Area of Panel = 19.3 ft.2 Number of New Panels = 6 Number of Exis. Panels = 0 Total Area of Array = 115.9 ft.2 Spacing of Anchors = 5.3 ft. max. on center rows of racks per panel = 2 Panel Tilt = 7-27 deg 33.754368 -117.890419 Project Info 12/16/2022 1:55 PM 3 of 7 ©McPherson Engineering 1609 W 11th St Unit #301/25/23 McPherson Engineering By: F.A. Date: 12/16/22 Existing Loads: Roof Design Loads: Roofing = 4.0 p.s.f.Composition roofing Sheathing = 1.5 p.s.f.1/2" Plywood Framing = 1.5 p.s.f.2x Rafter/Truss Framing Misc = 1.0 p.s.f. DLr1 = 8.0 p.s.f.Roofing Dead Load (applied to top of rafters/trusses only) Ceiling = 2.0 p.s.f. Drywall and 2x framing DLr2 = 10.0 p.s.f. Total Existing Roof Dead Load LLr = 20.0 p.s.f. Roof Live Load (Per C.B.C, Table 1607.1) SL = 0.0 p.s.f.Snow Load Floor Design Loads: (if applicable) Flooring = 10.0 p.s.f.Weight of floor finish Sheathing = 2.2 p.s.f.3/4" plywood Framing = 2.0 p.s.f.2x framing or manufactured floor truss Interior Partitions = 15.0 p.s.f.2x framed walls with drywall finish each side Ceiling = 5.0 p.s.f.Drywall ceiling finish below Misc. = 0.8 p.s.f. DLf = 35.0 p.s.f.Total Existing Floor Dead Load Proposed Loads: Panels = 2.7 p.s.f. weight of panels including rack system DLr1_proposed = 10.7 p.s.f. Proposed Roof Dead Load (applied to top only) DLr2_proposed = 12.7 p.s.f.Total Proposed Roof Dead Load LLr_proposed = 0.0 p.s.f. Check Proposed Gravity Loads: Total Existing Roof Load Wex = (DLr1 + LLr) (Aroof) = 33.6 kips Total Proposed Roof Load Wprop = (DLr1 + LLr) (Aroof - Aarray) + (DLr1_proposed + LLr_proposed) (Aarray) = 31.6 kips Proposed Load Demand Gravity Loads Roof Live Loads need not be applied to the area covered with by PV panel where the clear space between the panels and the roof sureface is 24in or less, 1607.13.5.1 item 1 Exception Wprop - Wex = -5.96% TOTAL DECREASE IN GRAVITY LOADS, PANELS OK! Wex 12/16/2022 1:55 PM 4 of 7 ©McPherson Engineering 1609 W 11th St Unit #301/25/23 McPherson Engineering By: F.A. Date: 12/16/22 Seismic Design Parameters Risk Category = 2 Per Table 1-5-1 R = 6.5 Response Modification Factor (Table 12-2.1) Site Class = D Per 11.4.2 Ie = 1 Seismic Importance Factor (Table 1.5-2) Ss = 1.31 Short Period P.G.A. S1 = 0.47 1-Sec Period P.G.A. S.D.C. = D Seismic Design Category Per 11.6 Fa = 1.20 Site Coefficient per Table 11.4-1 ASCE 7-16 Supplement #1 Tables used for Fa and Fv Fv = 1.70 Site Coefficient per Table 11.4-2 (note: section 11.4.8 Exception #2 calc used) SMS = SDS Fa = 1.57 Short Period M.C.E. Per Eq. 11.4-1 SM1 = SD1 Fv = 0.79 1-Sec Period M.C.E. Per Eq. 11.4-2 SDS = 2/3 (SMS) = 1.05 Short Period Design Parameter Per Eq 11.4-3 SD1 = 2/3 (SM1) = 0.53 1-Sec Period Design Parameter Per Eq 11.4-4 Approximate Fundamental Period (Per 12.8.2.1) per Eq. 12.8-7 hn = 15 ft Ct = 0.02 (per table 12.8-2) x = 0.75 (per table 12.8-2) T = 0.15 sec Approximate Fundamental Period TL = 8 sec Long-Period Transition Period per Figure 22-12 Seismic Response Coefficient (Per 12.8.1.1) CS = (SDS Ie)/R = 0.16 Seismic Response Coefficient Per Eq. 12.8-2 Cs1 = 1.5*(SD1 Ie)/R T = 0.80 Max. Seismic Response Coefficient Per Eq. 12.8-3 if T ≤ TL Cs2 = 0.01 Min. Seismic Response Coefficient Per Eq. 12.8-5 Cs2 = 0.044 SDS Ie = 0.05 Min. Seismic Response Coefficient Per Eq. 12.8-5 Cs3 = 0.5 S1 Ie/R = 0.04 Min. Seismic Response Coefficient Per Eq. 12.8-6 if S 1 ≥ 0.6g CS = 0.16 Design Seismic Coefficient Check Additional Base Shear Wexisting = 12.0 kips Weight of Existing Structure Wpanels = 0.3 kips Weight of Proposed Panels Vexisting = Cs Wexisting = 1.9 kips Roof Level Shear of Existing Structure Vpanels = Cs Wpanels = 0.1 kips Additional Roof Level Shear of Proposed Panels Vpanels Vexisting Lateral Loads T = Ct (hn) x = 2.63% < 10%PER C.E.B.C. 502.5 EXCEPTION, STRUCTURE DOES NOT REQUIRE SEISMIC RETROFIT, PANELS OK! 12/16/2022 1:55 PM 5 of 7 ©McPherson Engineering 1609 W 11th St Unit #301/25/23 McPherson Engineering By: F.A. Date: 12/16/22 Rooftop Solar Panels Wind Pressures (Section 29.4, ASCE 7-16) Vult = 130 mph Kzt = 1.00 (sec 26.8.2) h = 15 ft Exposure Category = C Kz = 0.85 (sec 26.10.1) Roof Zone = 2 Kd = 0.85 (sec 26.6) Roof θ = 7-27 deg Ke = 1.00 (sec 26.9) qh = 0.00256 Kz Kzt Kd Ke V 2 qh = 31.26 (eq. 26.10-1) GPp = -2 uplift γE = 1.5 (sec 29.4.4) γa = 0.73 (fig 29.4-8) γE = 1.5 FIG 29.4-7)γc = 0.94 (fig 29.4-7) hpt = 0 γa = 0.73 (fig 29.4-8)γ p = 0.9 (fig 29.4-7)ω = 0.00 deg (panel tilt) GPp = -2 uplift GCrm = 1.4 uplift p = qh (GPp) γ E γa (eq 29.4-7) p = qh (GCrn) γ E γC γp (eq 29.4-6) p = -68.3 p.s.f.p = 55.7 p.s.f. Check Anchorage to Existing Structure 0.6DL - 0.6W controlling load combination (eq. 16-15 for ASD) DL = 2.7 p.s.f.dead load of panel (inlcuding rack system) W = 68.3 p.s.f.wind load normal to face of panel Arealag = 15.1 sq. ft.area tributary to each anchor SPanc = 5.3 ft.spacing of anchors Puplift = Arealag (0.6DL - 0.6W) = 595.0 lbs total uplift on anchor Material = DFL lumber anchor material Dialag = 5/16 in. diameter of screw Penlag = 2.5 in. min. penetration to existing framing Wlag = 266 lb/in. withdrawal load per in. of penetration per NDS Table 11.2A CD = 1.6 load duration factor for wind per NDS Table 2.3.2 Ct = 0.8 temperature factor per NDS Table 2.3.3 Noscrews = 1 number of screws in withdrawal Pallow = Penlag (Wlag CD Ct) * Noscrews = 851.2 lbs total allowable withrawal on anchor Puplift Pallow Anchorage = USE (1) 5/16IN. DIA. LAG SCREW(S) AT 5.3FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION Wind Uplift Anchorage Flush Mounted Panels - ASCE Section 29.4.4 (where applicable) Flat Roof Panels - ASCE Section 29.4.3 (where applicable) = 0.70 < 1.00 Anchor is OK! 12/16/2022 1:55 PM 6 of 7 ©McPherson Engineering 1609 W 11th St Unit #301/25/23 McPherson Engineering By: F.A. Date: 12/16/22 Gravity Loads: DEMAND DECREASED BY 5.96% = OK! Lateral Loads: DEMAND INCREASED BY 2.63% < 10% = OK! Anchorage: DEMAND OF 595.LB. < CAPACITY OF 851.2LB. = OK! USE (1) 5/16IN. DIA. LAG SCREW(S) AT 5.3FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION Summary: STRUCTURE IS ADEQUATE FOR THE PROPOSED PV ARRAY ANCHORS ON EAVES/OVERHANGS ARE OK! Summary 12/16/2022 1:55 PM 7 of 7 ©McPherson Engineering 1609 W 11th St Unit #301/25/23 Expedited Permit Process for PV Systems - Micro-Inverter1 Expedited Permit Process for PV Systems Micro-Inverter The Solar America Board for Codes and Standards (Solar ABCs) Expedited Permit Pro- cess provides a means to differentiate systems that can be permitted quickly and easily due to their similarity with the majority of small-scale PV systems. Those systems with unique characteristics may be handled with small additions to this Expedited Permit Process or may require much more information, depending on the uniqueness of the installation. The following pages contain forms for the Micro-Inverter to use with the Expedited Per- mit Process. The Standard String, AC Module, and Supply-Side Connection forms are also available as interactive PDF files at www.solarabcs.org/permitting. In jurisdic- tions that have adopted the Expedited Permit Process for PV Systems, these forms can be filled out electronically and submitted in either printed form and via email. An elec- tronic format is used so that the supplied information is standardized and legible for the local jurisdiction. 1609 W 11th St Unit #301/25/23 Expedited Permit Process for PV Systems — Micro-Inverter2 Expedited Permit Process for Small-Scale PV Systems Micro-Inverter The information in this guideline is intended to help local jurisdictions and contractors identify when PV system installations are simple, needing only a basic review, and when an installation is more complex. It is likely that 50%-75% of all residential systems will comply with these simple criteria. For projects that fail to meet the simple criteria, resolution steps have been suggested to provide as a path to permit approval. Required Information for Permit: 1. Site plan showing location of major components on the property. This drawing need not be exactly to scale, but it should represent relative location of components at site (see supplied example site plan). PV arrays on dwellings with a 3’ perimeter space at ridge and sides may not need separate fire service review. 2. Electrical diagram showing PV array configuration, wiring system, overcurrent protection, inverter, disconnects, required signs, and ac connection to building (see supplied standard electrical diagram). 3. Specification sheets and installation manuals (if available) for all manufactured components including, but not limited to, PV modules, inverter(s), combiner box, disconnects, and mounting system. Step 1: Structural Review of PV Array Mounting System Is the array to be mounted on a defined, permitted roof structure? l Yes l No If No due to non-compliant roof or a ground mount, submit completed worksheet for the structure WKS1. Roof Information: 1. Is the roofing type lightweight (Yes = composition, lightweight masonry, metal, etc…)__________________________ ____________________________________________________________________________________________________ If No, submit completed worksheet for roof structure WKS1 (No = heavy masonry, slate, etc…). 2. Does the roof have a single roof covering? l Yes l No If No, submit completed worksheet for roof structure WKS1. 3. Provide method and type of weatherproofing roof penetrations (e.g. flashing, caulk).____________________________ Mounting System Information: 1. Is the mounting structure an engineered product designed to mount PV modules with no more than an 18” gap beneath the module frames? l Yes l No If No, provide details of structural attachment certified by a design professional. 2. For manufactured mounting systems, fill out information on the mounting system below: a. Mounting System Manufacturer ___________Product Name and Model#________________________________ b. Total Weight of PV Modules and Rails ___________lbs c. Total Number of Attachment Points____________ d. Weight per Attachment Point (b÷c)_________________lbs (if greater than 45 lbs, see WKS1) e. Maximum Spacing Between Attachment Points on a Rail ______________inches (see product manual for maximum spacing allowed based on maximum design wind speed) f. Total Surface Area of PV Modules (square feet)_________________ ft 2 g. Distributed Weight of PV Module on Roof (b÷f)_______________ lbs/ft2 If distributed weight of the PV system is greater than 5 lbs/ft2, see WKS1. Step 2: Electrical Review of PV System (Calculations for Electrical Diagram) In order for a PV system to be considered for an expedited permit process, the following must apply: 1. PV modules, utility-interactive inverters, and combiner boxes are identified for use in PV systems. 2. The PV array is composed of 4 series strings or less per inverter. 3. The total inverter capacity has a continuous ac power output 13,440 Watts or less 4. The ac interconnection point is on the load side of service disconnecting means (690.64(B)). 5. One of the standard electrical diagrams (E1.1, E1.1a, E1.1b, or E1.1c) can be used to accurately represent the PV system. Interactive PDF diagrams are available at www.solarabcs.org/permitting. Fill out the standard electrical diagram completely. A guide to the electrical diagram is provided to help the applicant understand each blank to fill in. If the electrical system is more complex than the standard electrical diagram can effectively communicate, provide an alternative diagram with appropriate detail. 1609 W 11th St Unit #301/25/23 Ex p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 3 Micro-Inverter Site Plan                                                          ECOSOLAR USA ELECTRICAL LLC ALBERT LUU13962 SEABOARD CIRCLE GARDEN GROVE, CA 92840 1609 W. 11TH STREET UNIT #3, SANTA ANA, CA 92703 714.265.907 1.740 1609 W 11th St Unit #301/25/23 Ex p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 4 Micro-Inverter Electrical Diagram Contractor Name, Address and Phone: One-Line Standard Electrical Diagram for Micro-Inverter PV Systems Site Name: Site Address: System AC Size: SIZE FSCM NO DWG NO REV E1.1a SCALE NTS Date: SHEET Drawn By: Checked By: DESCRIPTION OR CONDUCTOR TYPE USE-2 or PV WIRE GEC EGC X ALL THAT APPLY EXTERIOR CABLE LISTED W/ INV. THWN-2 or XHHW-2 or RHW-2 GEC EGC X ALL THAT APPLY NO DC GEC IF 690.35 SYSTEM THWN-2 or XHHW-2 or RHW-2 GEC EGC X ALL THAT APPLY TAG 1 2 3 4 5 CONDUIT AND CONDUCTOR SCHEDULE COND. GAUGE MFG MFG NUMBER OF CONDUCTORS MFG Cable MFG Cable CONDUIT TYPE N/A N/A N/A SAME SAME CONDUIT SIZE N/A N/A N/A SAME SAME DESCRIPTION PV DC or AC MODULE DC/AC INVERTER (MICRO) J-BOX (IF USED) PV ARRAY AC COMB. PANEL (IF USED) GEN METER (IF USED) AC DISCONNECT (IF USED) SERVICE PANEL TAG 1 2 3 4 5 6 7 8 PART NUMBER NOTES FOR UNUSED MODULES PUT "N/A” in BLANK ABOVE 1 1 3 2 3 EQUIPMENT SCHEDULE 2 _____ MICRO-INVERTERS IN BRANCH- CIRCUIT MOD ____ DC AC MOD ____ DC AC MOD ____ DC AC MOD ____ DC AC MOD ____ DC AC MOD ____ DC AC J-BOX 4 AC DISCO M BUILDING GROUNDING ELECTRODE G M UTILITY SERVICE MAIN SERVICE PANEL MAIN OCPD INVERTER OCPD 6 7 8 5 4 5 G SEE GUIDE APPENDIX D FOR INFORMATION ON MODULE AND ARRAY GROUNDING AC COMBINER PANEL G ____ MICRO-INVERTERS IN BRANCH- CIRCUIT ECOSOLAR USA ELECTRICAL LLC 13962 SEABOARD CIRCLE GARDEN GROVE, CA 92840 ALBERT LUU 1.740 1609 W. 11TH STREET UNIT #3, SANTA ANA, CA 92703 714.265.907 1609 W 11th St Unit #301/25/23 Ex p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 5 Contractor Name, Address and Phone: Notes for One-Line Standard Electrical Diagram for Single-Phase PV Systems Site Name: Site Address: System AC Size: SIZE FSCM NO DWG NO REV E1.2a SCALE NTS Date: SHEET Drawn By: Checked By: MAX POWER-POINT CURRENT (IMP) MAX POWER-POINT VOLTAGE (VMP) OPEN-CIRCUIT VOLTAGE (VOC) SHORT-CIRCUIT CURRENT (ISC) MAX SERIES FUSE (OCPD) MAXIMUM POWER (PMAX) MAX VOLTAGE (TYP 600VDC) VOC TEMP COEFF (mV/oC or %/oC ) IF COEFF SUPPLIED, CIRCLE UNITS MODULE MAKE MODULE MODEL PV MODULE RATINGS @ STC (Guide Section 5) MAX DC VOLT RATING MAX POWER @ 40oC NOMINAL AC VOLTAGE MAX AC CURRENT MAX OCPD RATING INVERTER MAKE INVERTER MODEL INVERTER RATINGS (Guide Section 4) 1) IF UTILITY REQUIRES A VISIBLE-BREAK SWITCH, DOES THIS SWITCH MEET THE REQUIREMENT? YES NO N/A 2) IF GENERATION METER REQUIRED, DOES THIS METER SOCKET MEET THE REQUIREMENT? YES NO N/A 3) SIZE PHOTOVOLTAIC POWER SOURCE (DC) CONDUCTORS BASED ON MAX CURRENT ON NEC 690.53 SIGN OR OCPD RATING AT DISCONNECT 4) SIZE INVERTER OUTPUT CIRCUIT (AC) CONDUCTORS ACCORDING TO INVERTER OCPD AMPERE RATING. (See Guide Section 9) 5) TOTAL OF ______ INVERTER OUTPUT CIRCUIT OCPD(s), ONE FOR EACH MICRO- INVERTER CIRCUIT. DOES TOTAL SUPPLY BREAKERS COMPLY WITH 120% BUSBAR EXCEPTION IN 690.64(B)(2)(a)? YES NO NOTES FOR INVERTER CIRCUITS (Guide Section 8 and 9): 1.) LOWEST EXPECT AMBIENT TEMPERATURE BASED ON ASHRAE MINIMUM MEAN EXTREME DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT TEMP ____oC 2.) HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ON ASHRAE HIGHEST MONTH 2% DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMPERATURE ____oC 2.) 2009 ASHRAE FUNDAMENTALS 2% DESIGN TEMPERATURES DO NOT EXCEED 47oC IN THE UNITED STATES (PALM SPRINGS, CA IS 44.1 oC). FOR LESS THAN 9 CURRENT-CARRYING CONDUCTORS IN ROOF-MOUNTED SUNLIT CONDUIT AT LEAST 0.5" ABOVE ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE OF 47oC OR LESS (ALL OF UNITED STATES), a) 12 AWG, 90 oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES WITH Isc OF 7.68 AMPS OR LESS WHEN PROTECTED BY A 12-AMP OR SMALLER FUSE. b) 10 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES WITH Isc OF 9.6 AMPS OR LESS WHEN PROTECTED BY A 15-AMP OR SMALLER FUSE. NOTES FOR ARRAY CIRCUIT WIRING (Guide Section 6 and 8 and Appendix E): OCPD = OVERCURRENT PROTECTION DEVICE NATIONAL ELECTRICAL CODE®REFERENCES SHOWN AS (NEC XXX.XX) NOTES FOR ALL DRAWINGS: SIGNS–SEE GUIDE SECTION 7 SIGN FOR DC DISCONNECT SIGN FOR INVERTER OCPD AND AC DISCONNECT (IF USED) No sign necessary since 690.51 marking on PV module covers needed information AC OUTPUT CURRENT NOMINAL AC VOLTAGE SOLAR PV SYSTEM AC POINT OF CONNECTION THIS PANEL FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) Notes for Micro-Inverter Electrical Diagram ECOSOLAR USA ELECTRICAL LLC 13962 SEABOARD CIRCLE GARDEN GROVE, CA 92840 714.265.907 ALBERT LUU 1609 W. 11TH STREET UNIT #3, SANTA ANA, CA 92703 1.740 1609 W 11th St Unit #301/25/23 Rev: 7/15/2021 RESIDENTIAL PHOTOVOLTAIC CHECKLIST SOL-01 CBC 2019 Solar Photovoltaic (PV) Checklist for Detached SINGLE FAMILY RESIDENCES Only Instructions: The licensed contractor of record shall complete all sections, answer the ten questions and sign the certification section below. A copy of this form shall be attached to each of TWO sets of plans, of minimum 11” x 17” size. If answering NO to any of the questions, plan check shall be required. Project Address: Contractor Company Name: Contractor License Number: YES NO Are the following applicable to the proposed project? 1.   Will the PV system layout provide the required three-foot wide clear access pathways per Section 605.11 of the California Fire Code, and is this shown on the roof plan? 2.   Will the PV system be installed on a roof having only one roofing layer with no overlays? 3.   Will the PV array be flush mounted to the existing roof so that the plane of the modules (panels) are parallel to the plane of the roof? 4.   Will the PV system weigh maximum 4 pounds per square feet or less? 5.   Will the PV system be installed where the modules do not overhang any roof edges (such as eaves, gabled ends, ridges and hips)? 6.   Will the PV system be installed with a space of 2” minimum to 10” maximum between the underside of modules and the surface of the roof? 7.   Will the PV system be installed without using any ballast system or counter-weight system? 8.   Will the anchors be installed with a maximum horizontal anchor spacing of 6 feet and is this maximum horizontal spacing shown on the plans? 9.   Will the minimum 5/16” lag screws be installed with a minimum of 2-1/2 inch embedment into roof rafters (with pre-drilled holes) and is this minimum embedment shown on the plans? 10.   Are ALL the structural pages of the plans stamped and signed by a California licensed professional engineer? (including project specific site plan, PV layout, anchorage spacing, anchorage details and manufacturer’s PV support information.) I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name: Signature: Phone Number: Date: Email Address: Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org 1609 W 11th St Unit 3 Santa Ana, CA 92703 ECOSOLAR USA ELECTRIC LLC 1045300 HAZZLE DAGAMI hazzle@ecosolarusa.com 11/28/2022(714) 265-9077(714) 265-9077(714) 265-9077(714) 265-9077 1609 W 11th St Unit #301/25/23 HOMEOWNER: ALBERT LUU ADDRESS: 1609 W. 11TH STREET UNIT #3 SANTA ANA, CA 92703 DATE: 11/29/22DATE: 11/29/22 ECOSOLAR USA ELECTRICAL LLC 13962 SEABOARD CIRCLE GARDEN GROVE, CA 92840 PH: 714.265.9077 DAVID Q HOANG C10 - 1045300 SCO3E O) :OR. INSTALL (6) Q.CELLS Q.PEAK DUO BLK-G6+ 340 AC SOLAR ELECTRIC MODULES ON THE EXISTING 1ST STORY COMPOSITION ROOF. INSTALL ASSOCIATED MOUNTING HARDWARE, JUNCTION BOXES, CONDUIT, CONDUCTORS AND GROUNDING. INSTALL (1) AC COMBINER, (1)AC DISCONNECT, AND INSTALL OCPD IN SUB PANEL. 9ICI1 IT< 0A3 LUU RESIDENCE S+EET I1'E; PV0 PV1 PV2 PV3 ATTACHED STRUCTURAL REPORT NTS COVER PAGE SITE/ROOF PLAN, ELEVATION DETAIL ELECTRIC LINE DRAWING, GROUNDING DETAIL CALCULATIONS, SIGNS MODULE, INVERTER, MOUNTING HARDWARE SPEC SHEETS, 1OTICE A1 < C+A1*ES TO OR USES O ) T+ESE 'OCU0E1TS'RA:I1*S :IT+OUT T+E :RITTE1 CO1SE1T O) -E11I)ER .E00E OR SCOTT +ARRIS ARE STRICTL< 3RO+I%ITE' PV0 PLANS PREPARED BY: JENNIFER KEMME PH: 909.748.1300 *E1ERAL 1OTES 1. THIS SYSTEM COMPLIES WITH THE 2019 CRC, 2019 CBC, 2019 CFC, AND THE 2019 CEC. 2. THE SYSTEM WILL NOT BE TURNED-ON UNTIL THE SERVING UTILITY COMPANY HAS BEEN NOTIFIED. 3. THE INSTALLED SOLAR SYSTEM HAS A DISTRIBUTED WEIGHT LESS THAN 4 PSF. 4. THE CONCENTRATED LOAD FOR EACH VERTICAL SUPPORT IS LESS THAN 40 LBS. 5. ALL PV EQUIPMENT IS LISTED BY A RECOGNIZED TESTING LAB. INVERTERS ARE UL 1741 COMPLIANT. 6. THE BACKFED BREAKER WILL BE LOCATED AT THE OPPOSITE END OF THE BUS FROM THE MAIN BREAKER. 7. CONDUCTORS ARE 90° C RATED COPPER WIRE. 8. ANY CONDUCTORS EXPOSED TO SUNLIGHT ARE LISTED AS SUNLIGHT RESISTANT. 9. IF DC CONDUCTORS ARE RUN INSIDE THE BUILDING, THEY WILL BE CONTAINED IN A METAL RACEWAY. 10. ANY CONDUCTORS BETWEEN SEPARATE ARRAYS ON THE ROOF WILL BE PROTECTED IN CONDUIT. 11. THE EQUIPMENT GROUNDING CONDUCTOR ON THE ROOF WILL BE PROTECTED FROM PHYSICAL DAMAGE. IT WILL BE TUCKED NEATLY UNDER THE MODULES AND RAILS AND SECURED IN PLACE. 12. THE MODULES WILL BE ATTACHED TO THE EQUIPMENT GROUNDING CONDUCTOR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 13. ALL EXTERIOR CONDUIT, FITTINGS AND BOXES ARE RAIN-TIGHT AND APPROVED FOR USE IN WET LOCATIONS. 14. CLEARANCES AROUND ALL ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN ACCORDANCE WITH CEC 110.26. 15. SOLAR MODULES WILL NOT OBSTRUCT ANY PLUMBING, MECHANICAL OR BUILDING ROOF VENTS. 16. IF THE EXISTING MAIN SERVICE PANEL DOES NOT HAVE A VERIFIABLE GROUNDING ELECTRODE SYSTEM, A GROUNDING ELECTRODE SYSTEM WILL BE INSTALLED PER CEC 250.50. THE ELECTRICAL SERVICE WILL BE BONDED TO THE WATER AND GAS PIPING PER SECTION 250.104 OF THE CEC. 17. A LADDER WILL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH CAL-OSHA REGULATIONS. 89047PVR2 3+OTO9OLTAIC SOLAR 3RO-ECT I1)OR0ATIO1 SYSTEM SIZE: 2.040 kW (DC), 1.740 KW (AC) MODULES: ARRAY:INSTALLED WEIGHT = 2.9 PSF ROOF COVERAGE = 120 SF, ARRAYS COVER 10% OF TOTAL ROOF AREA MOUNTING HARDWARE: UNIRAC SOLARMOUNT RAIL UNIRAC FLASHKIT PRO ATTACHMENTS 5 16" STAINLESS STEEL LAG BOLTS @ 64" OC OR LESS WITH A MINIMUM OF 21 2" PENETRATION INTO ROOF RAFTERS EXISTING ROOF INFO: 1 STORY, COMPOSITION SHINGLE 2 X 4 RAFTERS @ 16" OC (6)Q.CELLS Q.PEAK DUO BLK-G6+ 340 AC AC MODULES PEAK POWER = 340 W MAX OUTPUT CURRENT = 1.21 A MAX OCPD = 20 A MAX NUMBER IN SERIES = 13 TEMP. COEFF. OF POWER = -0.27%/K DIMENSIONS = 68.5" X 40.6" X 1.6" WEIGHT = 47.2 LBS The scope of the plans is for the installation of the solar photovoltaic system only and the approval is subject to compliance with all applicable city and state codes and regulations regarding construction. The approval of the plans does not constitute any certification of the accuracy, completeness, or building permit status of the existing buildings and structures as shown. Bldg# 101113595 Elec# 20178526 Issued 01/24/23 1609 W 11th St Unit #301/25/23 HOMEOWNER: ALBERT LUU ADDRESS: 1609 W. 11TH STREET UNIT #3 SANTA ANA, CA 92703 DATE: 11/29/22DATE: 11/29/22 ECOSOLAR USA ELECTRICAL LLC 13962 SEABOARD CIRCLE GARDEN GROVE, CA 92840 PH: 714.265.9077 DAVID Q HOANG C10 - 1045300 SCO3E O) :OR. INSTALL (6) Q.CELLS Q.PEAK DUO BLK-G6+ 340 AC SOLAR ELECTRIC MODULES ON THE EXISTING 1ST STORY COMPOSITION ROOF. INSTALL ASSOCIATED MOUNTING HARDWARE, JUNCTION BOXES, CONDUIT, CONDUCTORS AND GROUNDING. INSTALL (1) AC COMBINER, (1)AC DISCONNECT, AND INSTALL OCPD IN SUB PANEL. NOTE: DIMENSIONS AND FEATURES SHOWN ARE CLOSE TO SCALE BUT WERE TAKEN FROM A FIELD SURVEY AND APPROXIMATIONS MADE USING GOOGLE EARTH. PROPERTY LINE (E)400 AMP MAIN SERVICE PANEL : T+ STREET N SCALE: 1/16"=1' 8 16 32 48 VENT (TYP) (N)AC DISCONNECT SITEROO) 3LA1 1 ARRAY #1: (6) MODULES TILT = 18°, AZ = 180° PROPERTY LINE 1OTICE A1 < C+A1*ES TO OR USES O ) T+ESE 'OCU0E1TS'RA:I1*S :IT+OUT T+E :RITTE1 CO1SE1T O) -E11I)ER .E00E OR SCOTT +ARRIS ARE STRICTL< 3RO+I%ITE' PLANS PREPARED BY: JENNIFER KEMME PH: 909.748.1300 1.5' FIRE CLEARANCE 89047PVR2 ROOF ACCESS POINTS ARE AT THE STRUCTURALLY SOUND PART OF THE BUILDING AND DO NOT REQUIRE LADDERING OVER OPENINGS. * TOTAL ADU ROOF AREA = 1200 SF TOTAL SOLAR AREA = 120 SF 120 SF/1200 SF = 0.10 ARRAYS COVER 10% OF TOTAL ROOF AREA EXISTING 1-STORY ROOF: COMPOSITION SHINGLE, FELT & 1 2" SHEATHING OVER RAFTERS EXISTING 2 X 4 RAFTERS @ 16" OC MODULES: 68.5" X 40.6" 47.2 LBS EACH 3" MIN. 8" MAX. NTS ELE9ATIO1 'ETAIL UNIRAC SOLARMOUNT RAIL MOUNTING SYSTEM WITH UNIRAC FLASHKIT PRO ROOF ATTACHMENTS (USE 5 16" STAINLESS STEEL LAG BOLTS @ 64" OC OR LESS WITH A MINIMUM EMBEDMENT OF 21 2" INTO ROOF RAFTERS), WATERPROOF ALL CONNECTION LOCATIONS PER MANUFACTURER'S INSTRUCTIONS 2 3 4 5 6 PROPERTY LINE (E)100 SUB PANEL (INSIDE ADU) * * 3'-6" 3' 30' 4'-6" 2'-6" 5' (N)AC COMBINER 5' 3'-6" PV1 This item has been digitally signed and sealed on 12/16/2022 1609 W 11th St Unit #301/25/23 HOMEOWNER: ALBERT LUU ADDRESS: 1609 W. 11TH STREET UNIT #3 SANTA ANA, CA 92703 DATE: 11/29/22DATE: 11/29/22 ECOSOLAR USA ELECTRICAL LLC 13962 SEABOARD CIRCLE GARDEN GROVE, CA 92840 PH: 714.265.9077 DAVID Q HOANG C10 - 1045300 SCO3E O) :OR. INSTALL (6) Q.CELLS Q.PEAK DUO BLK-G6+ 340 AC SOLAR ELECTRIC MODULES ON THE EXISTING 1ST STORY COMPOSITION ROOF. INSTALL ASSOCIATED MOUNTING HARDWARE, JUNCTION BOXES, CONDUIT, CONDUCTORS AND GROUNDING. INSTALL (1) AC COMBINER, (1)AC DISCONNECT, AND INSTALL OCPD IN SUB PANEL. ELECTRICAL LI1E 'IA*RA0 1OTICE A1 < C+A1*ES TO OR USES O ) T+ESE 'OCU0E1TS'RA:I1*S :IT+OUT T+E :RITTE1 CO1SE1T O) -E11I)ER .E00E OR SCOTT +ARRIS ARE STRICTL< 3RO+I%ITE' PLANS PREPARED BY: JENNIFER KEMME PH: 909.748.1300 MAIN SERVICE INFO: 400 A, 120/240 VAC, 1Ø, 3-WIRE 200A M EXISTING MULTI-TENANT METER STACK, (3 METERS TOTAL): 200 A BUS RATED EA POSITION, 240 VAC, 1Ø M 100A EXISTING SUB PANEL: 100 A BUS RATED 240 VAC, 1Ø G L1 L2 60 A, 240 VAC, 1Ø AC DISCONNECT LOCKABLE, VISIBLE KNIFE-BLADE TYPE 10/3 ROMEX SOURCE CIRCUIT #1: 6 MODULES, 240 VAC L1 L2 L1 L2 L1 L2 NEMA 3R, 240 VAC JUNCTION BOX 10/2 ROMEX Q.CELLS Q.PEAK DUO BLK-G6+ 340 AC + - + - + - 12 AWG (TYP) 89047PVR2 Q.CELLS Q.PEAK DUO BLK-G6+ 340 AC Q.CELLS Q.PEAK DUO BLK-G6+ 340 AC USE UNIRAC INTEGRATED GROUNDING TO GROUND ALL MODULES, JUNCTION BOXES AND ANY OTHER METAL PARTS AND GROUND LUGS WITH #6 AWG SOLID COPPER WHERE NEEDED EXISTING BUILDING GROUNDING ELECTRODE SYSTEM M 100A 20A 20A 15A ENPHASE AC COMBINER 125 A BUS RATED 240 VAC, 1Ø 10/3 ROMEX TO INTEGRATED ENVOY PV2 1609 W 11th St Unit #301/25/23 HOMEOWNER: ALBERT LUU ADDRESS: 1609 W. 11TH STREET UNIT #3 SANTA ANA, CA 92703 DATE: 11/29/22DATE: 11/29/22 ECOSOLAR USA ELECTRICAL LLC 13962 SEABOARD CIRCLE GARDEN GROVE, CA 92840 PH: 714.265.9077 DAVID Q HOANG C10 - 1045300 SCO3E O) :OR. INSTALL (6) Q.CELLS Q.PEAK DUO BLK-G6+ 340 AC SOLAR ELECTRIC MODULES ON THE EXISTING 1ST STORY COMPOSITION ROOF. INSTALL ASSOCIATED MOUNTING HARDWARE, JUNCTION BOXES, CONDUIT, CONDUCTORS AND GROUNDING. INSTALL (1) AC COMBINER, (1)AC DISCONNECT, AND INSTALL OCPD IN SUB PANEL. S<STE 0 SI*1A*E ALL SIGNAGE SHALL BE REFLECTIVE, UV RESISTANT PLASTIC, RED IN COLOR WITH WHITE LETTERING, AND ATTACHED WITH WEATHERPROOF ADHESIVE OR OTHER APPROVED METHOD. ALL LETTERS SHALL BE A MINIMUM OF 38" HEIGHT AND ALL CAPITALIZED. ALL CONDUIT, JUNCTION BOXES AND OTHER ENCLOSURES SHALL BE MARKED AT 10' MAX INTERVALS AND AT ALL BENDS, TERMINATIONS, SPLICES OR CONNECTIONS WITH "WARNING: PHOTOVOLTAIC POWER SOURCE". WARNING ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION TO BE INSTALLED AT ALL SERVICEABLE PANELS OR BOXES AND AT ALL DISCONNECTS: SERVICE POINT & UTILITY METERING PV SYSTEM DISCONNECT FOR UTILITY OPERATION CAUTION: POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS AS SHOWN. ADDRESS: 1609 W. 11TH STREET, UNIT #3, SANTA ANA, CA 92703 SOLAR ARRAY (ON ROOF) N TO BE INSTALLED ON THE OUTSIDE COVER OF THE MAIN SERVICE DISCONNECT: RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM RATED AC OUTPUT CURRENT = 9.08 A NOMINAL OPERATING AC VOLTAGE = 240 V TO BE INSTALLED ON THE FRONT OF THE AC DISCONNECT: WARNING POWER SOURCE OUTPUT CONNECTION - DO NOT RELOCATE THIS OVERCURRENT DEVICE TO BE INSTALLED AT THE BACKFED BREAKER SERVING THE PV SOLAR SYSTEM: TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY SOLAR ELECTRIC PV PANELS SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TO BE INSTALLED ON THE FRONT OF THE MAIN SERVICE DISCONNECT: "SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN" SHALL BE BLACK LETTERING ON YELLOW BACKGROUND. THE REMAINDER OF THE SIGN SHALL BE BLACK LETTERING ON WHITE BACKGROUND. 1OTICE A1 < C+A1*ES TO OR USES O ) T+ESE 'OCU0E1TS'RA:I1*S :IT+OUT T+E :RITTE1 CO1SE1T O) -E11I)ER .E00E OR SCOTT +ARRIS ARE STRICTL< 3RO+I%ITE' PLANS PREPARED BY: JENNIFER KEMME PH: 909.748.1300 S<STE 0 CALCULATIO1S NUMBER OF MODULES IN CIRCUIT #1 = 6 MODULE MAX OUTPUT CURRENT = 1.21 A (6)(1.21 A) (1.25) = 9.08 A [I], USE 20 A BREAKER SUB PANEL BUS RATING = 100 A SUB PANEL MAIN OCPD = 100 A 100 A + 20 A SOLAR OCPD = 120 A 120 A BUS (1.2) = 120 A 120 A = 120 A, OK 89047PVR2 SUB PANEL (INSIDE ADU) :IRE CALCULATIO1S FROM THE MODULES TO THE AC COMBINER: AMBIENT TEMPERATURE (IN ATTIC) = 45°C ADJUSTMENT FACTOR PER TABLE 310.15(B)(2)(a) FOR 90°C INSULATED CONDUCTOR AT 45°C = 0.87 I = 9.08 A 9.08 A/0.87 = 10.44 A SELECT WIRE SIZE WITH AMPACITY GREATER THAN 10.44 A, USE 10 AWG THWN-2 COPPER WIRE WITH AN AMPACITY OF 40 A USE #10 ROMEX FROM THE AC COMBINER TO THE SUB PANEL: ADJUSTMENT FACTOR PER TABLE 310.15(B)(2)(a) FOR 90°C INSULATED CONDUCTOR AT 34°C = 0.96 I = 9.08 A 9.08 A/0.96 = 9.46 A SELECT WIRE SIZE WITH AMPACITY GREATER THAN 9.46 A, USE 10 AWG THWN-2 COPPER WIRE WITH AN AMPACITY OF 40 A USE #10 ROMEX PV3 1609 W 11th St Unit #301/25/23 Q.ANTUM TECHNOLOGY: LOW LEVELIZED COST OF ELECTRICITY Higher yield per surface area, lower BOS costs, higher power classes, and an efficiency rate of up to 19.5 %. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low-light and temperature behavior. ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology, Anti PID Technology1, Hot-Spot Protect, Traceable Quality Tra.Q™. EXTREME WEATHER RATING High-tech aluminum alloy frame, certified for high snow (5400 Pa) and wind loads (4000 Pa). A RELIABLE INVESTMENT Inclusive 25-year product warranty and 25-year linear performance warranty2. STATE OF THE ART MODULE TECHNOLOGY Q.ANTUM DUO Technology and the integrated high-powered Enphase IQ 7+ Microinverter achieving maximum system efficiency. RELIABLE ENERGY MONITORING Seamless management with the intelligent Enphase Enlighten™ monitoring system. RAPID SHUTDOWN COMPLIANT Built-in rapid shutdown with no additional components required. 1 APT test conditions according to IEC/TS 62804-1:2015, method B (−1500 V, 168 h) 2 See data sheet on rear for further informationTHE IDEAL SOLUTION FOR: Rooftop arrays on residential buildings Q.PEAK DUO BLK-G6+ / AC 340-345 Q.ANTUM DUO SOLAR MODULE WITH INTEGRATED MICROINVERTER α [% / K]+ 0.04 β [% / K] − 0.27 γ [% / K]− 0.36 NMOT [°F] 109 ± 5.4 (43 ± 3 °C) [W]340 345 [A]10.02 10.07 [A] 10.52 10.58 [V]33.94 34.25 [V] 40.66 40.92 [%]≥ 19.0 ≥ 19.3 [V]1000 Class II [A DC]20 TYPE 2 [lbs / ft2] 75 (3600 Pa) / 55 (2667 Pa)− 40 °F up to + 185 °F (− 40 °C up to + 85 °C)[lbs / ft2] 113 (5400 Pa) / 84 (4000 Pa) 3 See Installation Manual 26 28 26 70.1 × 42.5 × 47.6 in (1780 × 1080 × 1208 mm) 1310 lbs (594 kg) Hanwha Q CELLS America Inc. 400 Spectrum Center Drive, Suite 1400, Irvine, CA 92618, USA | TEL +1 949 748 59 96 | EMAIL inquiry@us.q-cells.com | WEB www.q-cells.us [VA]295 5.8 Arms [VA]290 13 [V]240 / 211 ~ 264 III [A]1.21 18 mA [Hz]60 1 [Hz]47 - 68 0.85 leading ... 0.85 lagging Certified UL 1703 (254141) MECHANICAL SPECIFICATIONS Format 68.5 × 40.6 × 1.57 in (including frame) (1740 × 1030 × 40 mm) Weight 47.2 lbs (21.4 kg) Front Cover 0.13 in (3.2 mm) thermally pre-stressed glass with anti-reflection technology Back Cover Composite film Frame Black anodized aluminum Cell 6 × 20 monocrystalline Q.ANTUM solar half cells Junction Box 2.09-3.98 × 1.26-2.36 × 0.59-0.71 in (53-101 × 32-60 × 15-18 mm), Protection class IP67, with bypass diodes Cable 4 mm² Solar cable; (+) ≥ 45.3 in (1150 mm), (−) ≥ 33.5 in (850 mm) Connector Stäubli MC4; IP68 Note: Installation instructions must be followed. See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. Sp e c i f i c a t i o n s s u b j e c t t o t e c h n i c a l c h a n g e s © Q C E L L S Q. P E A K D U O B L K - G 6 + _ A C _ 3 4 0 - 3 4 5 _ 2 0 2 0 - 0 7 _ R e v 0 1 _ N A DC ELECTRICAL CHARACTERISTICS POWER CLASS 340 345 340 345 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC1 (POWER TOLERANCE +5 W / −0 W) Min. Power at MPP1 PMPP Min. Current at MPP IMPP Min. Short Circuit Current 1 ISC Min. Voltage at MPP VMPP Min. Open Circuit Voltage1 V OC Min. Efficiency1 η 1 Measurement tolerances P MPP ± 3 %; I SC; VOC ± 5 % at STC: 1000 W/m2, 25 ± 2 °C, AM 1.5 according to IEC 60904-3 Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE At least 98 % of nominal power during first year. Thereafter max. 0.54 % degradation per year. At least 93.1 % of nominal power up to 10 years. At least 85 % of nominal power up to 25 years. All data within measurement toleranc- es. Full warranties in accordance with the warranty terms of the Q CELLS sales organization of your respective country. Typical module performance under low irradiance conditions in comparison to STC conditions (25 °C, 1000 W/m²) TEMPERATURE COEFFICIENTS Temperature Coefficient of ISC Temperature Coefficient of VOC Temperature Coefficient of PMPP Nominal Module Operating Temperature PROPERTIES FOR DC SYSTEM DESIGN Maximum System Voltage VSYS PV Module Classification Maximum Series Fuse Rating Fire Rating based on ANSI / UL 1703 Max. Design Load, Push / Pull3 Permitted Module Temperature on Continuous DutyMax. Test Load, Push / Pull3 QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION Solar module: UL 1703, U.S. Patent No. 9,893,215 (solar cells); Enphase micro inverter: UL 1741-SA, UL 62109-1, UL1741/IEEE1547, FCC Part 15 Class B, ICES-0003 Class B, CAN/CSA-C22.2 NO. 107.1-01, Rapid Shutdown Compliant per NEC-2014 & 2017 & C22.1-2015 Number of Modules per Pallet Number of Pallets per Trailer (24 t) Number of Pallets per 40' HC-Container (26 t) Pallet Dimensions (L × W × H) Pallet Weight 200 400 600 800 1000 110 100 90 80 RE L A T I V E E F F I C I E N C Y [ % ] IRRADIANCE [W/m²] RE L A T I V E E F F I C I E N C Y CO M P A R E D T O N O M I N A L P O W E R [ % ] 100 95 90 85 80 75 15 5 25200 10 YEARS 98 Q CELLS Industry standard for tiered warranties* Industry standard for linear warranties* *Standard terms of guarantee for the 10 PV companies with the highest production capacity in 2014 (as at: September 2014) DETAIL A 0.630" (16 mm) 0.335" (8.5 mm)0.965" (24.5 mm) 38.58" (980 mm) 68.5" (1740 mm) 4 × Mounting slots (DETAIL A) Frame 40.5" (1030 mm) 38.62" (981 mm) 1.57" (40 mm) 8 × Drainage holes 15.0“ (380 mm) 4 × Grounding points ø 0.177" (4.5 mm) Label AC OUTPUT ELECTRICAL CHARACTERISTICS IQ7PLUS-72-ACM-US OR IQ7PLUS-72-E-ACM-US Peak Output Power AC Short Circuit Fault Current over 3 Cycles Max. Continuous Output Power Max. Units per 20 A (L-L) Branch Circuit Nominal (L-L) Voltage / Range Overvoltage Class AC Port Max. Continuous Output Current AC Port Backfeed Current Nominal Frequency Power Factor Setting Extended Frequency Range Power Factor (adjustable) 1609 W 11th St Unit #301/25/23 1609 W 11th St Unit #301/25/23 FLASHKIT PRO is the complete attachment solution for composition shingle roofs. Featuring Unirac’s patented SHED & SEAL technology, a weather proof system which provides the ultimate protection against roof leaks. Kittedin10 packsformaximum convenience,ƜashingsandhardwareareavailableinMillorDarkƛnishes. With FLASHKIT pro, you have everything you need for a quick, professional installation. YOUR COMPLETE SOLUTION Flashings, lags, continuous slot L-Feet and hardware CONVENIENT 10 PACKS Packaged for speed and ease of handling FLASHKIT PRO TRUSTED WATER SEAL FLASHINGS FOR QUESTIONS OR CUSTOMER SERVICE VISIT UNIRAC.COM  OR CALL (505) 248-2702 FLASH KITPROISTHECOMPLETEFLASHINGAND ATTACHMENTSOLUTIONFORCOMPOSITIONROOFS. FOR QUESTIONS OR CUSTOMER SERVICE VISIT UNIRAC.COM  OR CALL (505) 248-2702 PRE-INSTALL • Locate roof rafters and snap chalk lines to mark the installation point for each roof attachment. • Drilla7/32ƌpilotholeateachroofattachment.Filleachpilothole with sealant. STEP 1 INSTALL FLASHKITPROFLASHING • AddaU-shapedbeadofroofsealanttotheundersideoftheƜashing with the open side of the U pointing down the roof slope. Slide thealuminumƜashingunderneaththerowofshinglesdirectlyup slopefromthepilotholeasshown.Aligntheindicatormarksonthe lowerendoftheƜashingwiththechalklinesontherooftocenter theraisedholeintheƜashingoverthepilotholeintheroof.When installedcorrectly,theƜashingwillextendunderthetwocoursesof shinglesabovethepilothole. STEP 2 INSTALL L-FOOT • FastenL-footandFlashingintoplacebypassingtheincludedlag boltandpre-installedstainlesssteel-backedEPDMwasherthrough theL-footEPDMgrommet,andtheraisedholeintheƜashing,into the pilot hole in the roof rafter. • DrivethelagboltdownuntiltheL-footisheldƛrmlyinplace. Itis normalfortheEPDMontheundersideofthestainlesssteelbacked EPDMwashertocompressandexpandbeyondtheoutsideedgeof the steel washer when the proper torque is applied. • Usecautiontoavoidover-torqueing thelag boltifusing animpactdriver. • RepeatSteps1and2ateachroofattachmentpoint. STEP 3 ATTACHL-FOOTTORAIL • Inserttheincluded3/8"-16T-boltsintothelowerslotontheRail (soldseparately),spacingtheboltstomatchthespacingbetween the roof attachments. • Position the Rail against the L-Foot and insert the threaded end of theT-BoltthroughthecontinuousslotintheL-Foot.Applyanti-seize toboltthreadstopreventgallingoftheT-boltandincluded3/8ƌ serratedƜangenut.Placethe3/8ƌƜangenutontheT-boltand ƛngertighten.RepeatSTEP 3untilallL-FeetaresecuredtotheRail withaT-bolt.AdjustthelevelandheightoftheRailandtorqueeach boltto30ft-lbs. INSTALL FLASHKITPROFLASHING STEP 1 STEP 2 STEP 3 INSTALL L-FOOT ATTACHL-FOOTTORAIL FLASHKIT PRO INSTALLATION GUIDE 1609 W 11th St Unit #301/25/23