Loading...
HomeMy WebLinkAbout3918 S Timber St - 101111614 & 20177078 - PlanDigitally sealed by RJM on Date: Job #: 22-6473 E.O.R.: Ryan McPherson, P.E. 9240 Limonite Ave Jurupa Valley, CA 92509 Mobile: (909) 566-0066 Email: SE@mcpe.group 12/14/22 Structural Analysis Report For Photovoltaic System Addition to Existing Structure At The Kraning Residence 3918 S Timber St Santa Ana, CA 92707 12/14/22 Designed in Accordance with CBC 2019, ASCE 7-16 12/14/2022 5:20 PM 1 of 7 ©McPherson Engineering 3918 S Timber St- 2017707802/23/23 McPherson Engineering By: T.C. Date: 12/14/22 Project Info 3 Gravity Loads 4 Lateral Loads 5 Wind Uplift Design 6 Summary 7 Table Of Contents 12/14/2022 5:20 PM 2 of 7 ©McPherson Engineering 3918 S Timber St- 2017707802/23/23 McPherson Engineering By: T.C. Date: 12/14/22 Location: 3918 S Timber St Santa Ana, CA 92707 Existing Structure Info: Number of Stories = 1 Aroof = 3000 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 = 1.278 S1 = 0.458 Exposure Category = C Ult. Wind Speed = 130 m.p.h. P.V. Array Info: Model = TXS6-440144BB Height of Panel = 82.44 in. Width of Panel = 40.87 in. Area of Panel = 23.4 ft.2 Number of New Panels = 12 Number of Exis. Panels = 0 Total Area of Array = 280.8 ft.2 Spacing of Anchors = 6.0 ft. max. on center rows of racks per panel = 2 Panel Tilt = 0-7 deg 33.694735 -117.870768 Project Info 12/14/2022 5:20 PM 3 of 7 ©McPherson Engineering 3918 S Timber St- 2017707802/23/23 McPherson Engineering By: T.C. Date: 12/14/22 Existing Loads: Roof Design Loads: Roofing = 4.0 p.s.f.Rolled 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 = 2.8 p.s.f. weight of panels including rack system DLr1_proposed = 10.8 p.s.f. Proposed Roof Dead Load (applied to top only) DLr2_proposed = 12.8 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) = 84.0 kips Total Proposed Roof Load Wprop = (DLr1 + LLr) (Aroof - Aarray) + (DLr1_proposed + LLr_proposed) (Aarray) = 79.2 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 = -5.76% TOTAL DECREASE IN GRAVITY LOADS, PANELS OK! Wex 12/14/2022 5:20 PM 4 of 7 ©McPherson Engineering 3918 S Timber St- 2017707802/23/23 McPherson Engineering By: T.C. Date: 12/14/22 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 = 1.28 Short Period P.G.A. S1 = 0.46 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 = 1.53 Short Period M.C.E. Per Eq. 11.4-1 SM1 = SD1 Fv = 0.78 1-Sec Period M.C.E. Per Eq. 11.4-2 SDS = 2/3 (SMS) = 1.02 Short Period Design Parameter Per Eq 11.4-3 SD1 = 2/3 (SM1) = 0.52 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 = 0.79 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 = 0.04 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 = 30.0 kips Weight of Existing Structure Wpanels = 0.8 kips Weight of Proposed Panels Vexisting = Cs Wexisting = 4.7 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 = 2.58% < 10%PER C.E.B.C. 502.5 EXCEPTION, STRUCTURE DOES NOT REQUIRE SEISMIC RETROFIT, PANELS OK! 12/14/2022 5:20 PM 5 of 7 ©McPherson Engineering 3918 S Timber St- 2017707802/23/23 McPherson Engineering By: T.C. Date: 12/14/22 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 = 0-7 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 = 0.67 (fig 29.4-8) γE = 1.5 FIG 29.4-7)γc = 1.01 (fig 29.4-7) hpt = 0 γa = 0.67 (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 = -63.2 p.s.f.p = 59.8 p.s.f. Check Anchorage to Existing Structure 0.6DL - 0.6W controlling load combination (eq. 16-15 for ASD) DL = 2.8 p.s.f.dead load of panel (inlcuding rack system) W = 63.2 p.s.f.wind load normal to face of panel Arealag = 20.6 sq. ft.area tributary to each anchor SPanc = 6.0 ft.spacing of anchors Puplift = Arealag (0.6DL - 0.6W) = 747.9 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 = 2 number of screws in withdrawal Pallow = Penlag (Wlag CD Ct) * Noscrews = 1702.4 lbs total allowable withrawal on anchor Puplift Pallow Anchorage = USE (2) 5/16IN. DIA. LAG SCREW(S) AT 6FT. 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) = 0.44 < 1.00 Anchor is OK! 12/14/2022 5:20 PM 6 of 7 ©McPherson Engineering 3918 S Timber St- 2017707802/23/23 McPherson Engineering By: T.C. Date: 12/14/22 Gravity Loads: DEMAND DECREASED BY 5.76% = OK! Lateral Loads: DEMAND INCREASED BY 2.58% < 10% = OK! Anchorage: DEMAND OF 747.9LB. < CAPACITY OF 1702.4LB. = OK! USE (2) 5/16IN. DIA. LAG SCREW(S) AT 6FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION Summary: STRUCTURE IS ADEQUATE FOR THE PROPOSED PV ARRAY ANCHORS ON EAVES/OVERHANGS ARE OK! Summary 12/14/2022 5:20 PM 7 of 7 ©McPherson Engineering 3918 S Timber St- 2017707802/23/23 SUB INV ACD MSPIQSCIQCSUB (UNLESS BUSBAR IS FULLY RATED) (CEC 705.12) WHITE LETTERS WITH RED BACKGROUND M ARRAY J/B CEC 690.31(G)(3)(4) & CEC 690.13(G)(4) TO BE PLACED AT LEAST EVERY 10FT WHITE LETTERS WITH RED BACKGROUND CEC 690.56 (C)(3) WHITE LETTERS WITH RED BACKGROUND RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM WARNING: PHOTOVOLTAIC POWER SOURCE WARNING - Electri c Shock Hazard No user serviceable parts inside Cont act authorized servi ce providerfor assistance WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE CEC 690.13.G.3 & CEC 690.13.G.4 WHITE LETTERS WITH RED BACKGROUND CEC 690.15, 690.13(B) BLACK TEXT WITH YELLOW BACKGROUND CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED CEC 690.54 WHITE LETTERS WITH RED BACKGROUND CEC 690.17(E) WARNING ELECTRIC SHOCK HAZARD TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT ! PHOTOVOLTAIC SYSTEM AC DISCONNECT RATED AC OPERATING CURRENT 14.52 AMPS AC NOMINAL OPERATING VOLTAGE 240 VOLTS CEC 690.13(B) WHITE LETTERS WITH RED BACKGROUND BLACK OUTLINE WITH BLACK TEXT / WARNING IS IN BLACK TEXT AND ORANGE BACKGROUND A C SOLAR DISCONNECT SUB PANEL WARNING THIS EQUIPMENT FED BY MULTIPLE SOURCES. TOTAL RATING OF ALL OVERCURRENT DEVICES, EXCLUDING MAIN SUPPLY OVERCURRENT DEVICE, SHALL NOT EXCEED AMPACITY OF BUSBAR CEC 705.12 BLACK LETTERS WITH ORANGE BACKGROUND ! PV SUB PANEL ONLY CEC 690.56(C)(1)(A) BLACK OUTLINE WITH BLACK TEXT AND WHITE BACKGROUND / NOTE ON TOP IS IN BLACK TEXT AND YELLOW BACKGROUND SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY SOLAR ELECTRIC PV PANELS MC P H E R S O N E N G I N E E R I N G Ju r u p a V a l l e y , C A 9 2 5 0 9 (9 0 9 ) 5 6 6 - 0 0 6 6 ry a n @ m c p e . g r o u p De s i g n e d b y 92 4 0 L i m o n i t e A v e 16 1 1 P O M O N A R D . S T E # 2 0 6 CO R O N A , C A 9 2 8 7 8 (9 5 1 ) 2 9 8 - 9 0 0 7 CS L B # 1 0 4 3 1 0 8 DA T E : 06 / 0 3 / 2 0 2 2 PL O T T E D : 6/ 6 / 2 0 2 2 DE S I G N E R : M . W . A H J : S A N T A A N A - C A 5. 2 8 0 k W p D C / 4. 7 7 2 k W p A C PH O T O V O L T A I C S Y S T E M P L A N RO B E R T K R A N I N G 39 1 8 S T I M B E R S T SA N T A A N A , C A 9 2 7 0 7 (6 1 9 ) 5 1 7 - 4 6 3 2 AP N : 4 1 0 0 3 4 0 6 CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECT(S) LOCATED AS SHOWN. DANGEROUS VOLTAGE MAY BE PRESENT AT ALL TIMES "WARNING" PHOTOVOLTAIC ARRAY DISCONNECTION OF NEUTRAL OR GROUNDED CONDUCTORS MAY RESULT IN OVERVOLTAGE ON ARRAY OR INVERTER. 6x8" TYP. - CEC 705.10 NOTES 1. CEC ARTICLES 690 AND 705 AND CRC SECTION R331 MARKINGS SHOWN HEREON 2. ALL MARKINGS SHALL CONSIST OF THE FOLLOWING: A. UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR MACHINE PRINTED LETTERS OR ELECTRO-PLATING B. RED BACKGROUND COLOR WITH WHITE TEXT AND LINE WORK C. ARIAL FONT 3. ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN THE LOCATIONS SPECIFIED. 4. SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT USING POP-RIVETS OR SCREWS. 5. THE LABEL SHALL BE SUITABLE FOR THE ENVIRONMENT WHERE IT IS INSTALLED. 6. WHERE REQUIRED ELSEWHERE IN THIS CODE, ALL FIELD APPLIED LABELS, WARNINGS, AND MARKINGS SHOULD COMPLY WITH ANSI Z535.4 [CEC 110.21(B) FIELD MARKING]. 7. ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF PROPERLY ADHERED. VINYL SIGNS SHALL BE WEATHER RESISTANT [IFC 605.11.1.3] SIGNAGE PV53918 S TIMBER ST SANTA ANA, CA 92707 INVERTER AC DISCONNECT FOR UTILITY OPERATIONS (RAPID SHUTDOWN DEVICE) YOU ARE HERE SERVICE PANEL SUB PANEL IQ COMBINER (N) SOLAR MODULES (W/ SHUTDOWN) (E) SOLAR MODULES (W/ SHUTDOWN) SYSTEM CONTROLLER SUB PANEL 3918 S Timber St- 2017707802/23/23 MC P H E R S O N E N G I N E E R I N G Ju r u p a V a l l e y , C A 9 2 5 0 9 (9 0 9 ) 5 6 6 - 0 0 6 6 ry a n @ m c p e . g r o u p De s i g n e d b y 92 4 0 L i m o n i t e A v e 1 6 1 1 P O M O N A R D . S T E # 2 0 6 CO R O N A , C A 9 2 8 7 8 (9 5 1 ) 2 9 8 - 9 0 0 7 CS L B # 1 0 4 3 1 0 8 DA T E : 06 / 0 3 / 2 0 2 2 PL O T T E D : 6/ 6 / 2 0 2 2 DE S I G N E R : M . W . A H J : S A N T A A N A - C A 5. 2 8 0 k W p D C / 4. 7 7 2 k W p A C PH O T O V O L T A I C S Y S T E M P L A N RO B E R T K R A N I N G 39 1 8 S T I M B E R S T SA N T A A N A , C A 9 2 7 0 7 (6 1 9 ) 5 1 7 - 4 6 3 2 AP N : 4 1 0 0 3 4 0 6 MICRO /OPTIMIZER MAP PV6 INTERNAL USE ONLY 3918 S Timber St- 2017707802/23/23 Š1;ѴѴ;m|;L1b;m1‹ 9 busbar technology increases power by decreasing |_;7bv|-m1;0;|‰;;m0†v0-uv-m7|_;Cm];u]ub7Ѵbm; lruoˆ;7‰;-hbѴѴ†lbm-ঞomu;vromv; ou;ro‰;uo†|r†|;ˆ;mbmѴo‰;uѴb]_|1om7bঞomv v†1_-voˆ;u1-v|7-‹vouo@Ŋr;-hv†mѴb]_|_o†uv mঞ Panels rigorously tested to limit power 7;]u-7-ঞom1-†v;70‹ŝv|u-‹ŝ1†uu;m|v b]_‰bm7-m7vmo‰u;vbv|-m1; ƔķƓƏƏՓ-"mo‰o-7 ƑķƓƏƏՓ-)bm7o-7 ƑƔŊ‹;-u‰-uu-m|‹ "oѴ-ulo7†Ѵ;v-u;]†-u-m|;;7|ou;|-bm -|Ѵ;-v|ѶƓĺƒѷo=|_;bmbঞ-Ѵro‰;uo†|r†| rr;-Ѵbm];v|_;ঞ1v †ѴѴ‹0Ѵ-1hlo7†Ѵ;1u;-|;v-vѴ;;hķ†mb=oul-uu-‹ PID 25 1 5 12 15 25 100%M SOLAR STANDARD INDUSTRY STANDARD 80% 90% 86% 98% 25/25 ƑƔŊ‹;-uruo7†1| ‰-uu-m|‹ķƑƔŊ‹;-u output warranty 0.5% annual 7;]u-7-ঞom over 25 years www.msolarenergy.us 84.3%+ of the bmbࢼ-Ѳro‰;u o†|r†| UL 61730 | IEC 61215 | IEC 61730 144BB 440W HC Series mSolar 9BB Half-Cell Black Monocrystalline PERC PV Module Note: please read safety and installation instructions before using this product. Subject to change without prior notice. © 2021 mSolar, all rights reserved. Barcode 1 Dimensions (MM) I-V Curves of PV Module (365W)P-V Curves of PV Module (365W) Ѵ;1|ub1-Ѵ_-u-1|;ubvঞ1vŇ"$Ŗ Module Type TXS6-435144BB TXS6-440144BB TXS6-445144BB olbm-Ѵo‰;u)-‚l-ŠŐ)őŖƓƒƔƓƓƏƓƓƔ o‰;u†|r†|$oѴ;u-m1;l-ŠŐѷőƏŜƳƒƏŜƳƒƏŜƳƒ -Šbl†lo‰;u(oѴ|-];(lrŐ(őƓƏĺѶƓƐĺƏƓƐĺƑ -Šbl†lo‰;u†uu;m|lrŐőƐƏĺѵƕƐƏĺƕƓƐƏĺѶƐ r;mbu1†b|(oѴ|-];Ő(őƓƖĺƕƓƖĺƖƔƏĺƐ "_ou|bu1†b|†uu;m|v1ŐőƐƐĺƑѵƐƐĺƒƒƐƐĺƓƏ o7†Ѵ; L1b;m1‹ŐѷőƑƏĺƏƐƑƏĺƑƓƑƏĺƓƕ Ŗ"$Ő"|-m7-u7$;v|om7bঞomőĹuu-7b-m1;ƐƏƏƏ)ņlƑķo7†Ѵ;$;lr;u-|†u;ƑƔŦķƐĺƔ Ѵ;1|ub1-Ѵ_-u-1|;ubvঞ1vŇ$Ŗ -Šbl†lo‰;u)-‚l-ŠŐ)rőƒƑƔĺƑƒƑѶĺƖƒƒƑĺƕ -Šbl†lo‰;u(oѴ|-];(lrrŐ(őƒѶĺƐƒѶĺƑƒѶĺƓ -Šbl†lo‰;u†uu;m|lrrŐőѶĺƔƓѶĺѵƏѶĺѵѵ r;mbu1†b|(oѴ|-];(o1Ő(őƓѵĺƓƓѵĺѵƓѵĺƕ "_ou|bu1†b|†uu;m|v1ŐőƖĺƏƖƖĺƐƔƖĺƑƐ Ŗ$Őolbm-Ѵlo7†Ѵ;or;u-ঞm]|;lr;u-|†u;őĹuu-7b-m1;ѶƏƏ)ņlƑĺl0b;m|$;lr;u-|†u;ƑƏŦķƐĺƔķ)bm7"r;;7Ɛlņv Mechanical Data "oѴ-u;ѴѴvomo ! ;ѴѴvoub;m|-ঞomƐƓƓŐѵŠƑƓő o7†Ѵ;7bl;mvbomƑķƏƖƓŠƐķƏƒѶŠƒƔllՉb|_=u-l;ő );b]_|ƑƓh] Ѵ-vvƒĺƑllķb]_$u-mvlbvvbomķ!o-|;7$;lr;u;7Ѵ-vv †m1ঞomoŠѵѶķƒ bo7;v -0Ѵ;vƓllƑĸƐķƑƏƏll omm;1|ouvƓŊ1olr-ঞ0Ѵ; $;lr;u-|†u;!-ঞm]v $ƓƓŦƼƑŦ $;lr;u-|†u;1o;L1b;m|o=l-ŠŊƏĺƒѵѷņŦ $;lr;u-|†u;1o;L1b;m|o=(o1ŊƏĺƑƖѷņŦ $;lr;u-|†u;1o;L1b;m|o=v1ƏĺƏƔѷņŦ )ouhbm]om7bঞomv -Šbl†l"‹v|;l(oѴ|-];ƐƔƏƏ(  r;u-ঞm]$;lr;u-|†u;ŊƓƏŦŜƳѶƔŦ -Šbl†l";ub;v †v;ƑƏ -Šbl†lo-7Ő"mo‰ņ)bm7őƔķƓƏƏ-ņƑķƓƏƏ- bu;!-ঞm]$‹r;Ɛ 40 50 30 20 10 1.000 W/m2 800 W/m2 600 W/m2 400 W/m2 200 W/m 2 3 4 5 7 6 8 9 10 Cu r r e n t ( A ) 6U ] K X ͧ = ͨ Voltage (V) 1 0 135 95 175 255 215 295 335 415 375 460 0 Voltage [V] Po w e r [ W ] 0 10 20 30 40 50 0 50 100 150 200 250 300 350 400 Cells temp. = 25 °C Incident Irrad. = 1000 W/m² Incident Irrad. = 800 W/m² Incident Irrad. = 600 W/m² Incident Irrad. = 400 W/m² Incident Irrad. = 200 W/m² -1h-]bm] ;|-bѴv 31 Panels per pallet 22 Pallets per truck Pallet Stack Weight 3,412 lbs. (1,548 kg) Truck Weight 37,532 lbs. (17,024 kg) uom|(b;‰ -1h(b;‰ Barcode 2 Mounting holes Label Drainage holes Grounding holes Grounding identification Junction box 996 144BB 440W HC Series msolar 9BB Half-Cell Black Monocrystalline PERC PV Module Ŗ omo|1omm;1| †v;bmol0bm;uoЉb|_ |‰ooulou;v|ubm]vbmr-u-ѴѴ;Ѵ1omm;1ঞom Ŗ!;l-uhĹ Ѵ;1|ub1-Ѵ7-|-bm|_bv1-|-Ѵo]7omo| u;=;u|o-vbm]Ѵ;lo7†Ѵ;-m7|_;‹-u;mo|r-u| o=|_;o@;uĺ$_;‹omѴ‹v;uˆ;=ou1olr-ubvom -lom]7b@;u;m|lo7†Ѵ;|‹r;vĺ ŖŖѴ;-v;mo|;ķ|_;ļ bu;Ѵ-vvĽ!-ঞm]bv 7;vb]m-|;7=ou|_;=†ѴѴbmv|-ѴѴ;7(v‹v|;lķ ‰_b1_bm1Ѵ†7;vķ0†|bvmo|Ѵblb|;7|oķ|_; lo7†Ѵ;ķ|_;|‹r;o=lo†mঞm]†v;7ķrb|1_-m7 uoo=1olrovbঞomĺ 3918 S Timber St- 2017707802/23/23 PARTIAL ROOF FRAMING PLAN NOT TO SCALE 3' MIN 6' MAX 2' O.C. IRONRIDGE XR10 (RACKING SYSTEM) (N) SOLAR MODULES PV ROOF ATTACHMENT (SEE DETAIL TO THE LEFT) 2X4 FRAMING @ 24" O.C. TYP. 18 " MI N . 2 (E) ROLLED COMPOSITION QUICKMOUNT PV QBASE, 2 HOLE (E) ROOF SHEATHING TYP. IRONRIDGE XR10 STANDARD RAIL IRONRIDGE XR10 COMPOSITION L FOOT CAN BE MOUNTED IN ANY ORIENTATION 7/16 X .75" NUT, FLANGE 3/8" BOLT PLACE SEALANT AROUND LAG BOLT AND UNDER STANDOFF BASE (2) 5/16" SELF TAPPING CORROSION RESISTANT LAG BOLT W/ 2.5" MIN. EMBEDMENT INTO FRAMING(E) ROOF FRAMING TYP. 1' - 5 " M A X CHEM LINK E-CURB SYSTEM QBASE LOW SLOPE MOUNT ATTACHMENT DETAIL NOT TO SCALE 1 MC P H E R S O N E N G I N E E R I N G Ju r u p a V a l l e y , C A 9 2 5 0 9 (9 0 9 ) 5 6 6 - 0 0 6 6 ry a n @ m c p e . g r o u p De s i g n e d b y 92 4 0 L i m o n i t e A v e 16 1 1 P O M O N A R D . S T E # 2 0 6 CO R O N A , C A 9 2 8 7 8 (9 5 1 ) 2 9 8 - 9 0 0 7 CS L B # 1 0 4 3 1 0 8 DA T E : 06 / 0 3 / 2 0 2 2 PL O T T E D : 6/ 6 / 2 0 2 2 DE S I G N E R : M . W . A H J : S A N T A A N A - C A 5. 2 8 0 k W p D C / 4. 7 7 2 k W p A C PH O T O V O L T A I C S Y S T E M P L A N RO B E R T K R A N I N G 39 1 8 S T I M B E R S T SA N T A A N A , C A 9 2 7 0 7 (6 1 9 ) 5 1 7 - 4 6 3 2 AP N : 4 1 0 0 3 4 0 6 MODULE MODULE WEIGHT (LBS)52.92 MODULE AREA (FT²)23.40 # OF MODULES 12 TOTAL PV SYSTEM WEIGHT (LBS)635.04 LOADING PER STANDOFF (PSF)74.09 TOTAL AREA (FT²)280.78 LOADING (PSF)2.76 STRUCTURAL DETAILS PV3This item has been digitally signed and sealed on Jun 06, 2022 3918 S Timber St- 2017707802/23/23 ELECTRICAL EQUIPMENT LIST ITEM DESCRIPTION QTY MAIN SERVICE PANEL 14 (N) MAIN SERVICE PANEL & METER: 225A MAIN BUSBAR W/ (N) 200A END FED MAIN BREAKER 705.12(B)(2)(3)(b) 5 (N) PV BREAKER (N) 40A-2P, 240V AC 1 (N) JUNCTION BOX 6" X 6" X 4" UL LISTED, WATER-TIGHT NEMA TYPE 3,13 (N) ENPHASE AC COMBINER BOX ENPHASE AC COMBINER BOX WITH IQ+ CONSOLIDATES INTERCONNECTION INTO A SINGLE ENCLOSURE 16 (N) ENPHASE COMBINER BOX BREAKER 6A MANUFACTURER INSTALLED 10A OR 15A BREAKER FOR ENVOY MONITORING (GATEWAY ENV-IQ-AM1-240 [CRD PCS])1 (N) AC DISCONNECT 1 SQUARE-D DU221RB, GENERAL USE SWITCH, 30A 2 POLE, LOCKABLE IN THE OFF POSITION, W/VISIBLE BLADES. 240V NON FUSIBLE NEMA 3R 7 20A BREAKER FOR SOLAR 1 ENPHASE IQ8PLUS-72-2-US (240V) [S|1] NEMA TYPE 6/ OUTDOOR CEC EFFICIENCY @ 240VAC = 97% WAC CONTINUOUS = 290W MAX. OUTPUT CURRENT = 1.21A MAX. INPUT CURRENT = 15A EQUIPPED WITH RAPID SHUTDOWN (N) MICRO INVERTER 122 PV MODULE 121 M SOLAR TXS6-440144BB IP67/NEMA 6P OPEN CIRCUIT VOLTAGE (VOC) = 49.9V MAX. POWER VOLTAGE (VMP) = 41V SHORT CIRCUIT CURRENT (ISC) = 11.33A MAX. POWER CURRENT (IMP) = 10.74A (N) SUB PANEL 113125A, 240V, 1ɸNEMA 3R SURFACE MOUNT (N) SUB PANEL BREAKER 20A-2P, 240 114 (N) ENPHASE IQ SYSTEM CONTROLLER EP200G101-M240US00 200A MAX, 240VAC, 1ɸ, ENPHASE ENPOWER SMART SWITCH 110 (N) ESS FEEDER BREAKER (N) 100A-2P-240V 211 (N) CT METER CONSUMPTION MONITORING CT (PAIR)112 (N) BACKUP /PROTECTED LOAD SUB PANEL 1100A MAX, 240V, 1ɸ,NEMA3R9 IQ GATEWAY BREAKER (N) 10A-2P-240v 115 IQ LOAD CONTROLLER TO BE USED TO CONTROL DEDICATED LOADS 216 PER CEC END FED MAIN BREAKER 705.12(B)(2)(3)(b) MSP BUS BAR = 225A 225Ax1.2=270A LARGEST OCPD : 270A-200A=70A KEY NOTES: - SOLID BARE E.G.C. (FREE-AIR) MOUNTED UNDER ARRAY - PER CEC 250.120(C): WHERE CONDUCTORS & GROUND WIRE ARE RUN EXPOSED ON FROM ARRAY TO J-BOX, CONDUCTORS & BARE GROUND WIRE SHALL BE CONCEALED INSTALL IN CONDUIT - PER CEC ARTICLE 690.35 INVERTER GROUND FAULT PROTECTION PROVIDED - ALL GROUNDS AND NEUTRALS BONDED TO EXISTING GROUNDING CONDUCTOR W/ IRREVERSIBLE CRIMP CONNECTOR. - BACKFED BREAKERS MUST BE LOCATED @ OPPOSITE END OF BUS BAR FROM MAIN BREAKER OR MAIN LUG ON GRID SIDE. WHEN A BACKFED BREAKER IS THE METHOD OF UTILITY INTERCONNECTION, BREAKER SHALL NOT READ 'LINE OR LOAD'. - PER CEC 250.64(C): CONDUCTOR SPLICES ONLY ALLOWED WITH COMPRESSION CONNECTORS OR EXOTHERMIC WELDING - ALL GROUNDS AND NEUTRALS BONDED TO EXISTING GROUNDING CONDUCTOR W/ IRREVERSIBLE CRIMP CONNECTOR. - VERIFY (E) UFER GROUND NEAR MSP. IF (E) UFER IS NOT ACCESSIBLE OR VERIFIABLE, INSTALL A NEW 5/8"Ø X 8' LONG EMBEDDED GROUNDING ROD AND BOND SOLAR SYSTEM EQUIPMENT GROUNDING ACCORDINGLY. (BRANCH 1) 1 2 1 BRANCH OF 12 PV MODULES 2 120/240V 1-PH, 3W INCOMING UTILITY SERVICE MAIN BREAKER 120/240V 1-PH, 3W INCOMING UTILITY SERVICE M 4 11 200 METER # 222013-015710 5 1 2 1 3 JUNCTION BOX 3 4 7 6 6A 10 5 4 12 5 SOURCE SO U R C E LOAD EXISTING SYSTEM (11) LG315N1C-Z4 MODULE (1) ABB PVI-3.0-OUTD-S-US-ZA INVERTER (1) AC DISONNECT 14 13 E 11 9 100A LOAD 1 LOAD 2 7 15 16 6 LOAD 3 LOAD 4 7 16 PER CEC END FED MAIN BREAKER 705.12(B)(2)(3)(b) SUB PANEL BUS BAR = 125A 125Ax1.2=150A LARGEST OCPD : 150A-100A=50A MC P H E R S O N E N G I N E E R I N G Ju r u p a V a l l e y , C A 9 2 5 0 9 (9 0 9 ) 5 6 6 - 0 0 6 6 ry a n @ m c p e . g r o u p De s i g n e d b y 92 4 0 L i m o n i t e A v e 1 6 1 1 P O M O N A R D . S T E # 2 0 6 CO R O N A , C A 9 2 8 7 8 (9 5 1 ) 2 9 8 - 9 0 0 7 CS L B # 1 0 4 3 1 0 8 DA T E : 06 / 0 3 / 2 0 2 2 PL O T T E D : 6/ 6 / 2 0 2 2 DE S I G N E R : M . W . A H J : S A N T A A N A - C A 5. 2 8 0 k W p D C / 4. 7 7 2 k W p A C PH O T O V O L T A I C S Y S T E M P L A N RO B E R T K R A N I N G 39 1 8 S T I M B E R S T SA N T A A N A , C A 9 2 7 0 7 (6 1 9 ) 5 1 7 - 4 6 3 2 AP N : 4 1 0 0 3 4 0 6 SINGLE LINE DIAGRAM PV4 UNDERGROUND FED MSP 3918 S Timber St- 2017707802/23/23 SINGLE FAMILY RESIDENCE OCCUPANCY: R-3, U CONSTRUCTION TYPE: VB WIND SPEED: 130 MPH EXPOSURE CATEGORY: C MIN STANDOFF HEIGHT OF: 6" CONDUIT:3/4" FIRE SPRINKLER: NO LAT & LONG. : 33.6948, -117.8708 SNOW LOAD: N/A SYSTEM FIRE RATING CLASS A WHEN TYPE I OR II PV MODULE USED PER R902.3 OR R904.4 ROOF AREA: 3000 SQ.FT. PV ARRAY AREA: 538 SQ.FT. DESIGN CRITERIASITE INFORMATION 1 STORY ROOF: ROLLED COMPOSITION SCOPE OF WORK (12)M SOLAR TXS6-440144BB PV MODULES (12)ENPHASE IQ8PLUS-72-2-US (240V) [S|1] MICROINVERTERS (1)AC COMBINER/SUB PANEL (N)225A MAIN SERVICE PANEL SUBINV ACDMSPIQSC JB IQC SUB MC P H E R S O N E N G I N E E R I N G Ju r u p a V a l l e y , C A 9 2 5 0 9 (9 0 9 ) 5 6 6 - 0 0 6 6 ry a n @ m c p e . g r o u p De s i g n e d b y 92 4 0 L i m o n i t e A v e 16 1 1 P O M O N A R D . S T E # 2 0 6 CO R O N A , C A 9 2 8 7 8 (9 5 1 ) 2 9 8 - 9 0 0 7 CS L B # 1 0 4 3 1 0 8 DA T E : 06 / 0 3 / 2 0 2 2 PL O T T E D : 12 / 1 4 / 2 0 2 2 DE S I G N E R : M . W . A H J : S A N T A A N A - C A 5. 2 8 0 k W p D C / 4. 7 7 2 k W p A C PH O T O V O L T A I C S Y S T E M P L A N RO B E R T K R A N I N G 39 1 8 S T I M B E R S T SA N T A A N A , C A 9 2 7 0 7 (6 1 9 ) 5 1 7 - 4 6 3 2 AP N : 4 1 0 0 3 4 0 6 SOLAR PHOTOVOLTAIC SYSTEM NOTES 1. ALL MATERIALS, EQUIPMENT, INSTALLATION AND WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES: 2019 CA BUILDING CODE, PART 2 2019 CA RESIDENTIAL CODE PART, 2.5 2019 CA MECHANICAL CODE, PART 4 2019 CA ELECTRICAL CODE, PART 3 2019 CA PLUMBING CODE, PART 5 2019 CA EXISTING BUILDING CODE, PART 10 2019 CA GREEN BUILDING STANDARDS CODE, PART 11 2019 CA REFERENCE STANDARDS CODE, PART 12 2019 CA FIRE CODE 2. EXISTING PLUMBING VENTS, SKYLIGHTS, EXHAUST OUTLETS, VENTILATION'S INTAKE AIR OPENINGS SHALL NOT BE COVERED BY THE SOLAR PHOTOVOLTAIC SYSTEM. 3. ALL EQUIPMENT SHALL BE LISTED AND LABELED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY AND INSTALLED PER THE LISTING REQUIREMENTS AND THE MANUFACTURER'S INSTRUCTIONS. [NEC 690.4(D)] 4. ALL OUTDOOR EQUIPMENT SHALL BE NEMA 3R RATED, INCLUDING ALL ROOF MOUNTED TRANSITION BOXES AND SWITCHES. 5. PAINT PV CONDUIT TO MATCH THE DWELLING EXTERIOR. 6. CONTACT THE SERVICING UTILITY BEFORE POWERING ON THE PHOTOVOLTAIC SYSTEM INDEX OF SHEETS RM PV1 TITLE SHEET - SITE PLAN & NOTES PV2 ROOF PLAN PV3 STRUCTURAL DETAILS PV4 SINGLE LINE DIAGRAM (S.L.D.) PV5 SIGNAGE PV6 INSTALLER OPTIMIZER/ MICROINVERTER MAP VICINITY MAP NOT TO SCALE TITLE SHEET- SITE PLAN & NOTES PV1SCALE: 1"=15' 39 1 8 S T I M B E R S T (E)INVERTER (N)MAIN SERVICE PANEL & METER (E)MAIN RESIDENCE (N)ROOF MOUNTED SOLAR MODULES (N)EMT RAN 1" ABOVE ROOF SURFACE, UNDER EAVE WHENEVER POSSIBLE AND ALONG THE ROOF ONLY WHEN NEEDED (N)30A AC DISCONNECT VISIBLE BLADE, LOCKABLE TYPE (N)SUB PANEL (N)IQ COMBINER (E)FENCE PR O P E R T Y L I N E PROPERTY LINE (E)ROOF MOUNTED SOLAR MODULES (E)DRIVEWAY (N)ENPHASE IQ CONTROLLER (N)SUB PANEL (E)FENCE This item has been digitally signed and sealed on Dec 14, 2022 BLDG# 101111614 ISS. 2/21/2023 ELEC# 20177078 ISS. 2/21/2023 ELEC P/C'd by M. Smith ***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.*** 3918 S Timber St- 2017707802/23/23 95 9 L a r c h m o n t C o u r t , A u r o r a , I L 6 0 5 0 4 63 0 - 2 1 9 - 1 9 9 7 ( P ) ww w . s t r u c t u r a l e n g i n u i t y i n c . c o m 1/ /2 0 1 7 At t n : M r . M a r s h a l l G r e e n Qu i c k M o u n t P V 27 0 0 M i t c h e l l D r . Wa l n u t C r e e k , C A , 9 4 5 9 8 RE : Q u i c k M o u n t P V Q B a s e M o u n t S y s t e m f o r u s e w i t h Ir o n R i d g e X R 1 0 R o o f F l u s h M o u n t S y s t e m SE I P r o j e c t N o . : 1 7 0 5 4 . 0 0 De a r M r . G r e e n St r u c t u r a l E n g i n u i t y I n c . ( S E I ) h a s c o m p l e t e d i t s r e v i e w o f t h e Q u i c k m o u n t P V Q B a s e M o u n t Sy s t e m f o r u s e i n c o n j u n c t i o n w i t h t h e I r o n R i d g e X R 1 0 R a i l , R o o f F l u s h M o u n t S y s t e m . T h e QB a s e p r o d u c t l i n e i n c l u d e s t h e C o m p o s i t i o n M o u n t ( Q M N C ) , M e t a l , S h a k e , & S l a t e M o u n t (Q M N S ) , S t a n d a r d F l a t T i l e M o u n t ( Q M S F T ) , U n i v e r s a l T i l e M o u n t ( Q M 87 0 ), a n d t h e L o w Sl o p e M o u n t ( Q M L S H ) . Th e r e v i e w w a s b a s e d o n t h e f o l l o w i n g r e f e r e n c e d a t a : x St a r l i n g M a d i s o n L o f q u i s t , I n c . , I r o n R i d g e X R 1 0 R a i l , R o o f F l u s h M o u n t i n g S y s t e m – St r u c t u r a l A n a l y s i s , M a r c h 1 4 , 2 0 1 6 x Ap p l i e d M a t e r i a l s & E n g i n e e r i n g , N e w C o n s t r u c t i o n C o m p o s i t i o n M o u n t ( Q M N C 3 - 3/ 4 ” F i n i s h e d H e i g h t ) L o a d T e s t i n g , P r o j e c t N u m b e r 1 1 1 1 1 4 C , M a r c h 2 3 , 2 0 1 1 x Ap p l i e d M a t e r i a l s & E n g i n e e r i n g , Q u i c k M o u n t Q B a s e w i t h 6 . 5 ” P o s t a s U s e d i n L o w Sl o p e M o u n t ( Q M L S H - 7 ) & U n i v e r s a l T i l e M o u n t ( Q M U T M ) L o a d T e s t i n g , P r o j e c t Nu m b e r 1 1 1 3 1 6 C , J u l y 5 , 2 0 1 1 x Ap p l i e d M a t e r i a l s & E n g i n e e r i n g , L o w S l o p e M o u n t Q M L S H - 9 H a r d w a r e L o a d Te s t i n g , P r o j e c t N u m b e r 1 1 1 2 0 3 C , M a y 5 , 2 0 1 1 x Ap p l i e d M a t e r i a l s & E n g i n e e r i n g , L o w S l o p e M o u n t Q M L S H - 1 2 H a r d w a r e L o a d Te s t i n g , P r o j e c t N u m b e r 1 1 1 2 0 4 C , M a y 9 , 2 0 1 1 x Ec l i p s e E n g i n e e r i n g , A l l o w a b l e L o a d C a p a c i t i e s f o r t h e Q u i c k M o u n t P V Q B a s e Mo u n t s y s t e m , J u n e 1 9 , 2 0 1 4 SE I h a s d e t e r m i n e d t h a t t h e Q M N C , Q M N S , Q M S F T , Q M U T M , a n d Q M L S H m o u n t s a r e su i t a b l e f o r u s e w i t h t h e I r o n R i d g e X R 1 0 R a i l , R o o f F l u s h M o u n t S y s t e m . T h e a p p r o v e d in s t a l l a t i o n a n d a l l o w a b l e l o a d s f o r t h e Q u i c k M o u n t P V Q B a s e p r o d u c t s i s o u t l i n e d i n t h e Ec l i p s e E n g i n e e r i n g r e p o r t r e f e r e n c e d a b o v e . T h e a l l o w a b l e l o a d v a l u e s a r e s h o w n b e l o w , n o ad d i t i o n a l l o a d d u r a t i o n f a c t o r s m a y b e a p p l i e d t o t h e s e v a l u e s . 95 9 L a r c h m o n t C o u r t , A u r o r a , I L 6 0 5 0 4 63 0 - 2 1 9 - 1 9 9 7 ( P ) ww w . s t r u c t u r a l e n g i n u i t y i n c . c o m Ta b l e 1 : Q B a s e R o o f M o u n t s Lo a d D i r e c t i o n S p e c i f i c G r a v i t y o f Lu m b e r R a f t e r QM N C , Q M N S , QM S F T QM U T M , QM L S H - 7 QM L S H - 9 Q M L S H - 1 2 Te n s i o n 0. 5 11 7 9 l b . Sh e a r - P a r a l l e l t o Ra f t e r 0. 5 68 6 l b . 25 7 l b . 2 5 7 l b . 1 6 8 l b . Sh e a r - P e r p e n d i c u l a r to R a f t e r 0. 5 46 4 l b . 17 1 l b . 2 1 6 l b . 1 2 2 l b . SE I h a s p r e p a r e d a l l o w a b l e r a i l s p a n c h a r t s f o r t h e I r o n R i d g e X R 1 0 R a i l S y s t e m u s e d i n co n j u n c t i o n w i t h t h e Q u i c k M o u n t P V Q B a s e p r o d u c t s . T h e s e s p a n t a b l e s s e r v e a s a q u i c k re f e r e n c e f o r l o o k i n g u p m a x i m u m r a i l s p a n s b a s e d o n b u i l d i n g a n d s i t e c o n d i t i o n s a n d f o l l o w th e 2 0 1 6 C B C , 2 0 1 5 I B C / I R C a n d a p p l i c a b l e A S C E 7 - 1 0 l o a d c a s e s . T h e t a b l e s t a k e i n t o ac c o u n t t h e s t r e n g t h o f t h e r a i l s y s t e m a s w e l l a s t h e a l l o w a b l e t e n s i o n a n d s h e a r f o r c e s o f t h e QB a s e m o u n t s . A s i t e s p e c i f i c a n a l y s i s i s r e q u i r e d i f t h e s i t e c o n d i t i o n s o r b u i l d i n g ch a r a c t e r i s t i c s d o n o t m e e t t h e r e q u i r e m e n t s l i s t e d i n t h e a t t a c h e d t a b l e s . I n a l l c a s e s , t h e ta b l e s a r e m e a n t t o b e u s e d i n c o n j u n c t i o n w i t h I r o n R i d g e X R 1 0 S t r u c t u r a l R e p o r t a n d Ca l c u l a t i o n s a n d a l l r e q u i r e m e n t s l i s t e d a r e s t i l l a p p l i c a b l e f o r t h e s e t a b l e s i n c l u d i n g e d g e z o n e s an d e d g e d i s t a n c e s . Pl e a s e c o n t a c t o u r o f f i c e i f y o u h a v e a n y f u r t h e r q u e s t i o n s r e l a t i n g t o t h i s m a t t e r . Si n c e r e l y , Pe t e r M a r t i n Al l a n T . M y k e t , P . E . En g i n e e r I I Pr e s i d e n t / F o u n d e r pm a r t i n @ s t r u c t u r a l e n g i n u i t y i n c . c o m am y k e t @ s t r u c t u r a l e n g i n u i t y i n c . c o m St r u c t u r a l E n g i n u i t y I n c . 12 / 2 9 / 2 0 1 7 ty in c co m er. Si n c e r e l y , P t M t i Te c h n i c a l D a t a S h e e t Po l y e t h e r T e c h n o l o g y CS I S e c t i o n N o . 0 7 1 2 1 3 Pr o d u c t D e s c r i p t i o n E- C u r b pe n e t r a t i o n s e a l s r e p l a c e o l d - s t y l e m e t a l p i t c h pa n s w i t h v e r s a t i l e , p r e c a s t c o m p o n e n t s a n d p o u r a b l e se a l a n t s . &ඐ ඍ ඕ  / එ ඖ ඓ ¶ ඛ E- C u r b s y s t e m c a n u s u a l l y b e LQ V W D O O H G  L Q  X Q G H U     P L Q X W H V  D Q G  Q H Y H U  U H T X L U H V  À D V K L Q J  or m e c h a n i c a l a t t a c h m e n t . Sp e c i a l C h a r a c t e r i s t i c s ‡ 5 D S L G  L Q V W D O O D W L R Q    ³ 6 O L S  ¿ W ´  O L J K W  Z H L J K W  F X U E  G H V L J Q  U H G X F H V  O D E R U  V L J Q L ¿ F D Q W O \  ‡ ( [ F H O O H Q W  D G K H V L R Q  W R  P R V W  U R R ¿ Q J  P D W H U L D O V  ‡ 1 R  À D V K L Q J  R U  P H F K D Q L F D O  D W W D F K P H Q W  U H T X L U H G  • S e r v i c e T e m p e r a t u r e - 4 0 ° F t o 2 0 0 ° F ( - 4 0 ° C t o 9 3 ° C ) • 1- P a r t ® DF F R P P R G D W H V  P R Y H P H Q W  D Q G  L V  V X J J H V W H G   I R U  X V H  R Q  D O O  J U D Q X O D W H G  P H P E U D Q H V  D Q G  G H W D L O V wi t h e x c e s s i v e m o v e m e n t . • F o r s l o p e d r o o f a p p l i c a t i o n s , s u b s t i t u t e Du r a L i n k ® 5 0 no n - s l u m p a d h e s i v e / s e a l a n t f o r 1- P a r t a n d M- 1 ® /D V W  5 H Y L V L R Q            E- C UR B ® SYS T E M 62 / $ 5  3 ( 1 ( 7 5 $ 7 , 2 1  6 ( $ / 6 E- C u r b s D U H  G H V L J Q H G  I R U  X V H  R Q  J U D Q X O D W H G  P R G L ¿ H G  EL W X P H Q   D V S K D O W  D Q G  F R D O  W D U  %  8  5   E X L O W  X S  U R R ¿ Q J    E- C u r b s D U H  V S H F L ¿ H G  I R U  3 9 &   ( 3 ' 0   3 , %   D Q G  7 3 2  VL Q J O H  S O \  U R R ¿ Q J  P H P E U D Q H V    7 3 2  3 U L P H U  L V  U H T X L U H G  IR U  X V H  Z L W K  7 3 2  V L Q J O H  S O \  U R R I  P H P E U D Q H  Wh e n i n s t a l l e d p r o p e r l y , t h i s s y s t e m f o r m s a d u r a b l e , ZD W H U S U R R I  U X E E H U  V H D O  D U R X Q G  S H Q H W U D W L R Q V    $ Q  H[ W H Q G H G  P D Q X I D F W X U H  Z D U U D Q W \  D J D L Q V W  O H D N V  L V  ac t i v a t e d w i t h s u b m i t t a l o f a c o m p l e t e d w a r r a n t y c a r d . Re s t r i c t i o n s • 3O H D V H  F R Q W D F W  F X V W R P H U  V H U Y L F H  I R U  D S S O L F D W L R Q  J X L G H O L Q H V  Z L W K  W H P S H U D W X U H V  E H O R Z    ƒ )   ƒ &  ‡ ' R  Q R W  D S S O \  L I  U D L Q  L V  D Q W L F L S D W H G  Z L W K L Q    K R X U V  ‡ ' R  Q R W  X V H  R Q  + \ S D O R Q  R U  V P R R W K  $ 3 3  P R G L ¿ H G  E L W X P H Q  P H P E U D Q H    ) R U  V P R R W K  $ 3 3   W R U F K  G R Z Q  D  W D U J H W  R I  J U D Q X O D W H G  $ 3 3  E H I R U H  L Q V W D O O D W L R Q  ‡ 7 3 2  3 U L P H U  P X V W  E H  X V H G  I R U  7 3 2  D S S O L F D W L R Q V  ‡ ' R  Q R W  S U L P H  E R Q G L Q J  V X U I D F H V  Z L W K  D V S K D O W  S U L P H U  ‡ ' R  Q R W  X V H  D V S K D O W  F H P H Q W  D V  D  ³ Q L J K W  V H D O D Q W ´  Us e M- 1 f o r t h i s p u r p o s e . • E- C u r b N L W V  D U H  G H V L J Q H G  W R  F R Q W D L Q  H Q R X J K  1- P a r t  W R  ¿ O O  H D F K  F X U E  Z L W K  G L V S O D F H P H Q W  L Q  F R Q V L G H U D W L R Q  Re f e r t o o u r p e n e t r a t i o n c a l c u l a t o r u n d e r c o n t r a c t o r  U H V R X U F H V  D W  F K H P O L Q N  F R P  W R  Y H U L I \  Y R O X P H V  E- C u r b S y s t e m C o m p o n e n t s • E- C u r b H [ W H U L R U  U L Q J V   V W U D L J K W V   D Q G  F R U Q H U V  • M- 1 6 W U X F W X U D O  $ G K H V L Y H  6 H D O D Q W  X V H G  I R U  E R Q G L Q J th e E- C u r b F R P S R Q H Q W V   V H D O L Q J  D Q G  S U L P L Q J  W K H pe n e t r a t i o n . • 1- P a r t ³ P R L V W X U H  F X U H ´  S R X U D E O H  V H D O H U   X V H G  W R  I R U P  D  G X U D E O H   Z D W H U  W L J K W  V H D O  D U R X Q G  W K H  U R R I  S H Q H W U D W L R Q  E- C u r b S U H F D V W  I R U P  F R P S R Q H Q W V  D U H  F R P S R V H G  R I  O L J K W  ZH L J K W  Q \ O R Q  U H V L Q    7 K H  E- C u r b L V    L Q F K H V  K L J K  D Q G  L V  av a i l a b l e i n a v a r i e t y o f s h a p e s a n d s i z e s . St a n d a r d s i z e s i n c l u d e b i s e c t e d c i r c u l a r p i e c e s w i t h in s i d e d i a m e t e r s o f 3 , 4 , 5 , 6 o r 9 i n c h e s ; c o r n e r p i e c e s ZL W K  D    L Q F K  U D G L X V   V W U D L J K W  S L H F H V  L Q    L Q F K  R U    L Q F K  OH Q J W K V   D Q G  D     ´  [     ´  U H F W D Q J O H    7 K H  R X W H U  V X U I D F H  LV  L P S H U Y L R X V  W R  L F H   F R U U R V L R Q   8 9  X O W U D Y L R O H W  O L J K W  D Q G  SR Q G L Q J  Z D W H U  M- 1  6 W U X F W X U D O  $ G K H V L Y H  6 H D O D Q W  L V  D  G X U D E O H   V H O I  ¿[ W X U L Q J  P R L V W X U H  F X U H  P D V W L F    & D U W U L G J H V  R I  M- 1 a r e su p p l i e d i n e a c h E- C u r b K i t . C o m p o n e n t s a r e a l s o s o l d se p a r a t e l y . 1- P a r t  L V  D  K L J K O \  À H [ L E O H   V H O I  O H Y H O L Q J  P R L V W X U H  F X U H  SR X U D E O H  V H D O H U  W K D W  H O L P L Q D W H V  P L [ L Q J    , W  L V  D O V R       VR O L G  U X E E H U   K D V  D  Y H U \  O R Z  9 2 &  F R Q W H Q W   Z L O O  Q R W  P H O W  RU  V K U L Q N   D Q G  L V  U H V L V W D Q W  W R  G H W H U L R U D W L R Q    , W  L V  V X S S O L H G  LQ       R ]  D Q G     R ]  F D U W U L G J H V  R U      J D O O R Q  S R X F K H V    Un u s e d s e a l a n t c a n b e c a p p e d a n d r e u s e d . 'R F X P H Q W  1 R   ' 6     6 &ඐ ඍ ඕ  / එ ඖ ඓ Co n s t r u c t i o n & M a i n t e n a n c e 7H O H S K R Q H               )D [                  (   / \ R Q V  6 W U H H W 6F K R R O F U D I W   0 ,       ZZ Z  F K H P O L Q N  F R P 0D G H  L Q  W K H  8 6 $    , 6 2            F H U W L ¿ H G St e p 1 5H P R Y H  D O O  S U H Y L R X V O \  D S S O L H G  F D X O N   P D V W L F   F H P H Q W   as p h a l t , a n d o t h e r c o n t a m i n a n t s f r o m p e n e t r a t i o n s wi t h a w i r e b r u s h . C l e a n a l l s m o o t h s u b s t r a t e s w i t h LV R S U R S \ O  R U  G H Q D W X U H G  D O F R K R O    % U X V K  D Z D \  D O O  J U D Y H O  RU  O R R V H  J U D Q X O H V    6 H D O  W K H  E D V H  R I  H D F K  S H Q H W U D W L R Q  wi t h M- 1 . C o a t p e n e t r a t i o n s w i t h M- 1 W R   ´  D E R Y H  W K H  ro o f l i n e . St e p 2 +R O G  D  V H F W L R Q  R I  E- C u r b  À D W  V L G H  X S   D Q G  D S S O \  D    ´  E H D G  R I  M- 1 t o t h e e n t i r e b o t t o m p e r i m e t e r . $S S O \    D G G L W L R Q D O     ´  E H D G  R I  M- 1 d o w n t h e c e n t e r RI  W K H  V H F W L R Q    ' R  Q R W  W R R O  W K H  E H D G V  À D W    3 O D F H  W K H  E- C u r b s e c t i o n o n t h e r o o f s u r f a c e t o f o r m a h a l f c i r c l e DU R X Q G  W K H  S H Q H W U D W L R Q V    3 U H V V  G R Z Q  ¿ U P O \  X Q W L O  M- 1 H[ W U X G H V  I U R P  W K H  R X W V L G H  H G J H V  St e p 3 $S S O \  M- 1 t o t h e s e c o n d s e c t i o n o f E- C u r b a s d e s c r i b e d DE R Y H    3 O D F H  W K H  V H F R Q G  V H F W L R Q  R I  F X U E  R Q  W K H  U R R I  VX U I D F H  W R  I R U P  D  F L U F O H  Z L W K  W K H  ¿ U V W  V H F W L R Q    3 U H V V  ¿U P O \  L Q   S O D F H  X Q W L O  H [ F H V V  D G K H V L Y H  H [ W U X G H V  I U R P  W K H  RX W V L G H  H G J H V    $ S S O \  D  E H D G  R I  M- 1 a r o u n d t h e o u t s i d e ba s e o f t h e i n s t a l l e d E- C u r b , a n d t o o l t o f o r m a s m o o t h ¿O O H W    ) R U  Q R Q  E- C u r b p e n e t r a t i o n s s e a l s , a d d M- 1 t o sc a r f j o i n t s u r f a c e s a n d t o o l s m o o t h . St e p 4 &X W  W L S  R ႇ  1- P a r t  F D U W U L G J H  D W  Z L G H V W  S R L Q W  R Q  S O D V W L F  QR ] ] O H  D Q G  S L H U F H  W K H  I R L O  V H D O    , Q V H U W  L Q W R  F D X O N L Q J  J X Q  an d p u m p E- C u r b I X O O    : K H Q  X V L Q J  D  1- P a r t po u c h , re m o v e c a p , p o u r , s q u e e z e o u t e x c e s s a i r , a n d r e s e a l . No t e : T o p r o v i d e a n a d e q u a t e r u b b e r s e a l , m a i n t a i n a ´  G L V W D Q F H  E H W Z H H Q  S H Q H W U D W L R Q V  D Q G  L Q V L G H  H G J H  R I   th e E - C u r b . $O O  S U R S H U W L H V  G H V F U L E H G  L Q  W K L V  G R F X P H Q W  D U H  G H U L Y H G  I U R P  W H V W L Q J  F R Q G X F W H G  L Q  O D E R U D W R U \  F R Q G L W L R Q V   3 U R S H U W L H V  D Q G  S H U I R U P D Q F H  ZL O O  Y D U \  G H S H Q G L Q J  R Q  H Q Y L U R Q P H Q W D O  F R Q G L W L R Q V  D Q G  D S S O L F D W L R Q  W H F K Q L T X H   7 H V W  D Q G  H Y D O X D W H  W R  G H W H U P L Q H  D S S U R S U L D W H  X V D J H  9L V L W  Z Z Z  F K H P O L Q N  F R P  I R U  W K H  6 D I H W \  ' D W D  6 K H H W   7 H F K Q L F D O  ' D W D  * X L G H V  D Q G  I X O O  Z D U U D Q W \  I R U  W K L V  S U R G X F W  /, 0 , 7 ( '  : $ 5 5 $ 1 7 <   Cਧਤ ਬ L ਨਭ ਪ ZD U U D Q W V  W K L V  S U R G X F W ¶ V  S H U I R U P D Q F H   S U R Y L G H G  L W  L V  S U R S H U O \  V W R U H G  D Q G  D S S O L H G  Z L W K L Q    \ H D U   ,I  W K L V  Cਧਤ ਬ L ਨਭ ਪ PD W H U L D O  L V  S U R Y H G  W R  E H  G H I H F W L Y H   U H W X U Q  U H P D L Q L Q J  S U R G X F W  D Q G  S X U F K D V H  U H F H L S W  I R U  U H I X Q G  R U  U H S O D F H P H Q W  of p r o d u c t e x c l u s i v e o f l a b o r o r c o s t o f l a b o r . T h i s i s t h e s o l e a n d e x c l u s i v e r e m e d y f o r d e f e c t s o r f a i l u r e o f t h i s p r o d u c t . U s e r PX V W  U H D G  D Q G  I R O O R Z  W K H  G L U H F W L R Q  R I  W K H  F X U U H Q W  7 H F K Q L F D O  ' D W D  * X L G H  D Q G  6 ' 6  S U L R U  W R  S U R G X F W  X V H   8 V H U  G H W H U P L Q H V  V X L W D E L O L W \  RI  S U R G X F W  I R U  L Q W H Q G H G  X V H  D Q G  D V V X P H V  D O O  U L V N V    0 D Q X I D F W X U H U  V K D O O  Q R W  E H  O L D E O H  I R U  G D P D J H V  L Q F O X G L Q J  F R Q V H T X H Q W L D O  RU  L Q F L G H Q W D O  G D P D J H V  L Q  H [ F H V V  R I  W K H  S X U F K D V H  S U L F H   H [ F H S W  Z K H U H  V X F K  H [ F O X V L R Q  R U  O L P L W D W L R Q  L V  S U R K L E L W H G  E \  V W D W H  O D Z   7+ , 6  : $ 5 5 $ 1 7 <  , 6  , 1  / , ( 8  2 )  $ / /  2 7 + ( 5  : $ 5 5 $ 1 7 , ( 6   : 5 , 7 7 ( 1  2 5  2 5 $ /   6 7 $ 7 8 7 2 5 <   ( ; 3 5 ( 6 6  2 5  , 0 3 / , ( '  ,1 & / 8 ' , 1 *  $ 1 <  : $ 5 5 $ 1 7 <  2 )  0 ( 5 & + $ 1 7 $ % , / , 7 <  2 5  ) , 7 1 ( 6 6  ) 2 5  $  3 $ 5 7 , & 8 / $ 5  3 8 5 3 2 6 (   H [ F H S W  I R U  W K H  D E R Y H  H[ S U H V V  Z D U U D Q W \  J L Y H Q  E \  P D Q X I D F W X U H U   W K H  S U R G X F W  L V  V R O G  Z L W K  D O O  I D X O W V   Cਧਤ ਬ L ਨਭ ਪ 6 + $ / /  1 2 7  % (  5 ( 6 3 2 1 6 , % / (  ) 2 5  7+ (  8 6 (  2 )  7 + , 6  3 5 2 ' 8 & 7  , 1  $  0 $ 1 1 ( 5  7 2  , 1 ) 5 , 1 * (  2 1  $ 1 <  3 $ 7 ( 1 7  2 5  $ 1 <  2 7 + ( 5  , 1 7 ( / / ( & 7 8 $ /  3 5 2 3 ( 5 7 <  5, * + 7 6  + ( / '  % <  2 7 + ( 5 6   7 K L V  Z D U U D Q W \  J L Y H V  \ R X  V S H F L ¿ F  O H J D O  U L J K W V   D Q G  \ R X  P D \  D O V R  K D Y H  R W K H U  U L J K W V  L Q  W K H  8  6   Z K L F K  YD U \  I U R P  V W D W H  W R  V W D W H    ) R U  Z D U U D Q W \  F O D L P  L Q I R U P D W L R Q   F D O O               3918 S Timber St- 2017707802/23/23 Te c h B r i e f Cl a s s A F i r e R a t i n g Ba c k g r o u n d $O O  U R R  Q J  S U R G X F W V  D U H  W H V W H G  D Q G  FO D V V L  H G  I R U  W K H L U  D E L O L W \  W R  U H V L V W   U H  5H F H Q W O \   W K H V H   U H  U H V L V W D Q F H  V W D Q G D U G V  ZH U H  H [ S D Q G H G  W R  L Q F O X G H  V R O D U  H T X L S P H Q W  DV  S D U W  R I  W K H  U R R I  V \ V W H P   6 S H F L  F D O O \   W K L V  UH T X L U H V  W K H  P R G X O H V   P R X Q W L Q J  K D U G Z D U H  DQ G  U R R I  F R Y H U L Q J  W R  E H  W H V W H G  W R J H W K H U  D V  D V \ V W H P  W R  H Q V X U H  W K H \  D F K L H Y H  W K H  V D P H  U H  U D W L Q J  D V  W K H  R U L J L Q D O  U R R I  F R Y H U L Q J   7K H V H  Q H Z  U H T X L U H P H Q W V  D U H  E H L Q J  D G R S W H G  WK U R X J K R X W  W K H  F R X Q W U \  L Q        /X U T 8 O J M K  ) K X Z O  I G Z O U T ,U R Q 5 L G J H  Z D V  W K H   U V W  F R P S D Q \  W R  UH F H L Y H  D  & O D V V  $  ) L U H  5 D W L Q J ڐ W K H  K L J K H V W  SR V V L E O H  U D W L Q J ڐ I U R P  , Q W H U W H N  * U R X S  S O F    D  1D W L R Q D O O \  5 H F R J Q L ] H G  7 H V W L Q J  / D E R U D W R U \  ,U R Q 5 L G J H  ) O X V K  0 R X Q W  D Q G  7 L O W  0 R X Q W  6\ V W H P V  Z H U H  W H V W H G  R Q  V O R S H G  D Q G   D W  UR R I V  L Q  D F F R U G D Q F H  Z L W K  W K H  Q H Z  8 /        8 /       W H V W  V W D Q G D U G V   7 K H  W H V W L Q J  HY D O X D W H G  W K H  V \ V W H P ڕ V  D E L O L W \  W R  U H V L V W  D P H  V S U H D G   E X U Q L Q J  P D W H U L D O  D Q G VW U X F W X U D O  G D P D J H  W R  W K H  U R R I  5H I H U  W R  W K H  W D E O H  E H O R Z  W R  G H W H U P L Q H  W K H  UH T X L U H P H Q W V  I R U  D F K L H Y L Q J  D  & O D V V  $  ) L U H  5D W L Q J  R Q  \ R X U  Q H [ W  S U R M H F W  Te s t S e t u p So l a r M o d u l e s 6R O D U  P R G X O H V  D U H  J L Y H Q  D  7 \ S H  FO D V V L  F D W L R Q  E D V H G  R Q  W K H L U  PD W H U L D O V  D Q G  F R Q V W U X F W L R Q  Mo u n t i n g S y s t e m 0R X Q W L Q J  L V  W H V W H G  D V  S D U W  R I  D  V\ V W H P  W K D W  L Q F O X G H V  W \ S H  W H V W H G  PR G X O H V  D Q G   U H  U D W H G  U R R I  F R Y H U L Q J  Ro o f C o v e r i n g 5R R I  F R Y H U L Q J  S U R G X F W V  D U H  J L Y H Q  D  )L U H  & O D V V  5 D W L Q J  R I  $   %  R U  &  E D V H G  RQ  W K H L U  W H V W H G   U H  U H V L V W D Q F H  $ E X U Q L Q J  Z R R G H Q  E O R F N  L V  S O D F H G  R Q  P R G X O H  D V  D  I D Q  E O R Z V  D W     P S K   )O D P H  F D Q Q R W  E H  V H H Q  R Q  X Q G H U V L G H  R I  U R R I  Z L W K L Q     P L Q X W H V   Bu r n i n g B r a n d T e s t )O D P H  D W  V R X W K H U Q  H G J H  R I  U R R I  L V  D L P H G  X S  W K H  U R R I  D V  D  I D Q  E O R Z V  D W     PS K   7 K H   D P H  F D Q Q R W  V S U H D G    I H H W  R U  P R U H  L Q     P L Q X W H V  Sp r e a d o f F l a m e T e s t Fi r e T e s t i n g P r o c e s s Sy s t e m Ro o f S l o p e Mo d u l e Fi r e R a t i n g * )O X V K  0 R X Q W $Q \  6 O R S H 7\ S H          Cl a s s A 7L O W  0 R X Q W ݬ   ' H J U H H V 7\ S H          Cl a s s A & O D V V  $  U D W H G  3 9  V \ V W H P V  F D Q  E H  L Q V W D O O H G  R Q  & O D V V  $   %   D Q G  &  U R R I V   Te c h B r i e f © 2 0 1 6 I r o n R i d g e , I n c . A l l r i g h t s r e s e r v e d . V i s i t w w w . i r o n r i d g e . c o m o r c a l l 1 - 8 0 0 - 2 2 7 - 9 5 2 3 f o r m o r e i n f o r m a t i o n . V e r s i o n 1 . 2 0 Mo r e R e s o u r c e s In s t a l l a t i o n M a n u a l s 9L V L W  R X U  Z H E V L W H  I R U  P D Q X D O V  W K D W  L Q F O X G H  8 /      / L V W L Q J  D Q G  ) L U H  5 D W L Q J  & O D V V L  F D W L R Q  Go t o I r o n R i d g e . c o m +T M O T K K X O T M  ) K X Z O  I G Z O U T  2 K Z Z K X Y :H  R I I H U  F R P S O H W H  H Q J L Q H H U L Q J  U H V R X U F H V  DQ G  S U H  V W D P S H G  F H U W L  F D W L R Q  O H W W H U V  Go t o I r o n R i d g e . c o m Fr e q u e n t l y A s k e d Q u e s t i o n s Wh a t i s a “ m o d u l e t y p e ” ? 7K H  Q H Z  8 /      V W D Q G D U G  L Q W U R G X F H V  W K H  F R Q F H S W  R I  D  39  P R G X O H  W \ S H   E D V H G  R Q    F R Q V W U X F W L R Q  S D U D P H W H U V  DQ G     U H  S H U I R U P D Q F H  S D U D P H W H U V   7 K H  S X U S R V H  R I  WK L V  F O D V V L  F D W L R Q  L V  W R  F H U W L I \  P R X Q W L Q J  V \ V W H P V  Z L W K R X W  QH H G L Q J  W R  W H V W  L W  Z L W K  H Y H U \  P R G X O H  =N G Z  X U U  T M  S G Z K X O G R Y  G X K  I U \ K X K J % $O O   U H  U D W H G  U R R  Q J  P D W H U L D O V  D U H  F R Y H U H G  Z L W K L Q  W K L V  FH U W L  F D W L R Q  L Q F O X G L Q J  F R P S R V L W L R Q  V K L Q J O H   F O D \  D Q G  FH P H Q W  W L O H   P H W D O   D Q G  P H P E U D Q H  U R R I V  Wh a t i f I h a v e a C l a s s C r o o f , b u t t h e j u r i s d i c t i o n no w r e q u i r e s C l a s s A o r B ? *H Q H U D O O \   R O G H U  U R R I V  Z L O O  W \ S L F D O O \  E H  ژ J U D Q G I D W K H U H G  LQ ڙ   D Q G  Z L O O  Q R W  U H T X L U H  U H  U R R  Q J   + R Z H Y H U   L I      R U  PR U H  R I  W K H  U R R  Q J  P D W H U L D O  L V  U H S O D F H G  I R U  W K H  V R O D U  LQ V W D O O D W L R Q  W K H  F R G H  U H T X L U H P H Q W  Z L O O  E H  H Q I R U F H G  =N K X K  O Y  Z N K  T K ]   X K  X G Z O T M  X K W [ O X K S K T Z  I U J K  R O Y Z K J %     , % &            ) L U H  F O D V V L  F D W L R Q   5 R R I W R S  PR X Q W H G  S K R W R Y R O W D L F  V \ V W H P V  V K D O O  K D Y H  W K H  V D P H   U H  FOD V V L  F D W L R Q  D V  W K H  U R R I  D V V H P E O \  U H T X L U H G  E \  6 H F W L R Q     Wh e r e i s a C l a s s A F i r e R a t i n g r e q u i r e d ? 7K H  J H Q H U D O  U H T X L U H P H Q W  I R U  U R R  Q J  V \ V W H P V  L Q  W K H  , % &  UH I H U V  W R  D  & O D V V  &   U H  U D W L Q J   & O D V V  $  R U  %  L V  U H T X L U H G  I R U  DU H D V  V X F K  D V  : L O G O D Q G  8 U E D Q  , Q W H U I D F H  D U H D V  : 8 ,  D Q G  IR U  Y H U \  K L J K   U H  V H Y H U L W \  D U H D V   0 D Q \  R I  W K H V H  D U H D V  D U H  IR X Q G  W K U R X J K R X W  W K H  Z H V W H U Q  8 Q L W H G  6 W D W H V   & D O L I R U Q L D  KD V  W K H  P R V W  & O D V V  $  D Q G  %  U R R I   U H  U D W L Q J  U H T X L U H P H Q W V   GX H  W R  Z L O G   U H  F R Q F H U Q V  Ar e s t a n d a r d m i d c l a m p s c o v e r e d ? 0L G  F O D P S V  D Q G  H Q G  F O D P S V  D U H  F R Q V L G H U H G  S D U W  R I  W K H  39  ژ V \ V W H P ڙ   D Q G  D U H  F R Y H U H G  L Q  W K H  F H U W L  F D W L R Q  =N G Z  G Z Z G I N S K T Z Y  G T J   G Y N O T M Y  G X K  J K K S K J  co m p a t i b l e w i t h C l a s s A ? $W W D F K P H Q W V  D Q G  W K H L U  U H V S H F W L Y H   D V K L Q J V  D U H  Q R W  FR Q V W L W X H Q W V  R I  W K H  U D W L Q J  D W  W K L V  W L P H   $ O O  F R G H  F R P S O L D Q W  D V K L Q J  P H W K R G V  D U H  D F F H S W D E O H  I U R P  D   U H  U D W L Q J  VW D Q G S R L Q W  Wh a t m o u n t i n g h e i g h t i s a c c e p t a b l e ? 8/   U H  W H V W L Q J  Z D V  S H U I R U P H G  Z L W K  D  J D S  R I   ڙ   Z K L F K  L V  FR Q V L G H U H G  Z R U V W  F D V H  L Q  W K H  V W D Q G D U G   7 K H U H I R U H   W K H  UD W L Q J  L V  D S S O L F D E O H  W R  D Q \  P R G X O H  W R  U R R I  J D S  'S  /  X K W [ O X K J  Z U  O T Y Z G R R  Y Q O X Z O T M  Z U  S K K Z  Z N K   X K  co d e ? 1R   , U R Q 5 L G J H  D F K L H Y H G  D  & O D V V  $   U H  U D W L Q J  Z L W K R X W  D Q \  DG G L W L R Q D O  U D F N L Q J  F R P S R Q H Q W V  =N G Z  J K Z K X S O T K Y  , O X K  ) R G Y Y O  I G Z O U T % )L U H  & O D V V L  F D W L R Q  U H I H U V  W R  D   U H  U H V L V W D Q F H  U D W L Q J  V\ V W H P  I R U  U R R I  F R Y H U L Q J  P D W H U L D O V  E D V H G  R Q  W K H L U  D E L O L W \  WR  Z L W K V W D Q G   U H  H [ S R V X U H  &O D V V  $    H I I H F W L Y H  D J D L Q V W  V H Y H U H   U H  H [ S R V X U H &O D V V  %    H I I H F W L Y H  D J D L Q V W  P R G H U D W H   U H  H [ S R V X U H &O D V V  &    H I I H F W L Y H  D J D L Q V W  O L J K W   U H  H [ S R V X U H Wh a t i f t h e r o o f c o v e r i n g i s n o t C l a s s A r a t e d ? 7K H  , U R Q 5 L G J H  & O D V V  $  U D W L Q J  Z L O O  Q R W  G L P L Q L V K  W K H   U H  UD W L Q J  R I  W K H  U R R I   Z K H W K H U  & O D V V  $   %   R U  &  =N G Z  Z O R Z Y  O Y  Z N K  Z O R Z  S U [ T Z  Y _ Y Z K S   X K  X G Z K J  L U X %  7K H  W L O W  P R X Q W  V \ V W H P  L V  U D W H G  I R U    G H J U H H V  D Q G  X S  D Q G  DQ \  U R R I  W R  P R G X O H  J D S   R U  P R X Q W L Q J  K H L J K W  Te c h B r i e f So l a r I s N o t A l w a y s S u n n y Ov e r t h e i r l i f e t i m e , s o l a r p a n e l s e x p e r i e n c e c o u n t l e s s ex t r e m e w e a t h e r e v e n t s . N o t j u s t t h e w o r s t s t o r m s i n y e a r s , bu t t h e w o r s t s t o r m s i n 4 0 y e a r s . H i g h w i n d s c a p a b l e o f ri p p i n g p a n e l s f r o m a r o o f , a n d s n o w f a l l s w e i g h i n g en o u g h t o b u c k l e a p a n e l f r a m e . XR R a i l s a r e t h e s t r u c t u r a l b a c k b o n e p r e v e n t i n g th e s e r e s u l t s . T h e y r e s i s t u p l i f t , p r o t e c t DJ D L Q V W  E X F N O L Q J  D Q G  V D I H O \  D Q G  H I À F L H Q W O \  tr a n s f e r l o a d s i n t o t h e b u i l d i n g s t r u c t u r e . Th e i r s u p e r i o r s p a n n i n g c a p a b i l i t y re q u i r e s f e w e r r o o f a t t a c h m e n t s , re d u c i n g t h e n u m b e r o f r o o f pe n e t r a t i o n s a n d t h e a m o u n t of i n s t a l l a t i o n t i m e . XR R a i l F a m i l y Fo r c e - S t a b i l i z i n g C u r v e Sl o p e d r o o f s g e n e r a t e b o t h v e r t i c a l a n d l a t e r a l fo r c e s o n m o u n t i n g r a i l s w h i c h c a n c a u s e t h e m to b e n d a n d t w i s t . T h e c u r v e d s h a p e o f X R R a i l s is s p e c i a l l y d e s i g n e d t o i n c r e a s e s t r e n g t h i n b o t h di r e c t i o n s w h i l e r e s i s t i n g t h e t w i s t i n g . T h i s u n i q u e fe a t u r e e n s u r e s g r e a t e r s e c u r i t y d u r i n g e x t r e m e we a t h e r a n d a l o n g e r s y s t e m l i f e t i m e . Co m p a t i b l e w i t h F l a t & P i t c h e d R o o f s Ro o f M o u n t u t i l i z e s X R Ra i l s , a l o n g w i t h o p t i o n a l al l - i n - o n e a t t a c h m e n t s , WR  V H F X U H  V \ V W H P V  Á X V K  ag a i n s t r e s i d e n t i a l r o o f s . Ro o f Mo u nt u ti l i ze s XR Ra i l s , a l o n g w i t h o p t i o n a l al l - i n - o n e a t t a c h m e n t s , WR  V H F X U H  V \VW H P V  ÁXV K ag a i n s t r e s i d e n t i a l r o o fs. Co r r o s i o n - R e s i s t a n t M a t e r i a l s XR R a i l s a r e co m p a t i b l e w i t h Fl a s h F o o t a n d ot h e r p i t c h e d r o o f at t a c h m e n t s . Ir o n R i d g e o f f e r s a r a n g e o f t i l t l e g RS W L R Q V  I R U  Á D W  ro o f m o u n t i n g ap p l i c a t i o n s . Al l X R R a i l s a r e m a d e o f 6 0 0 0 - s e r i e s al u m i n u m a l l o y , t h e n p r o t e c t e d w i t h a n DQ R G L ] H G  À Q L V K   $ Q R G L ] L Q J  S U H Y H Q W V  V X U I D F H  an d s t r u c t u r a l c o r r o s i o n , w h i l e a l s o p r o v i d i n g a m o r e a t t r a c t i v e a p p e a r a n c e . XR R a i l F a m i l y 7K H  ; 5  5 D L O  ) D P L O \  R I I H U V  W K H  V W U H Q J W K  R I  D  F X U Y H G  U D L O  L Q  W K U H H  W D U J H W H G  V L ] H V   ( D F K  V L ] H  V X S S R U W V  V S H F L À F  de s i g n l o a d s , w h i l e m i n i m i z i n g m a t e r i a l c o s t s . D e p e n d i n g o n y o u r l o c a t i o n , t h e r e i s a n X R R a i l t o m a t c h . © 2 0 2 0 I r o n R i d g e , I n c . A l l r i g h t s r e s e r v e d . V i s i t w w w . i r o n r i d g e . c o m o r c a l l 1 - 8 0 0 - 2 2 7 - 9 5 2 3 f o r m o r e i n f o r m a t i o n . V e r s i o n 1 . 2 0 Te c h B r i e f Ra i l S e l e c t i o n Th e t a b l e b e l o w w a s p r e p a r e d i n c o m p l i a n c e w i t h a p p l i c a b l e e n g i n e e r i n g c o d e s a n d s t a n d a r d s . * V a l u e s a r e ba s e d o n t h e f o l l o w i n g c r i t e r i a : A S C E 7 - 1 6 , G a b l e R o o f F l u s h M o u n t , R o o f Z o n e s 1 & 2 e , E x p o s u r e B , R o o f 6O R S H  R I    W R     G H J U H H V  D Q G  0 H D Q  % X L O G L Q J  + H L J K W  R I     I W   9 L V L W  , U R Q 5 L G J H  F R P  I R U  G H W D L O H G  F H U W L À F D W L R Q  O H W W H U V  Lo a d Ra i l S p a n Sn o w ( P S F ) W i n d ( M P H ) 4’ 5’ 4 ” 6’ 8’ 10 ’ 12 ’ No n e 90 12 0 14 0 XR 1 0 XR 1 0 0 XR 1 0 0 0 16 0 20 90 12 0 14 0 16 0 30 90 16 0 40 90 16 0 80 16 0 12 0 16 0 XR 1 0 0 XR 1 0 0 i s t h e u l t i m a t e r e s i d e n t i a l mo u n t i n g r a i l . I t s u p p o r t s a r a n g e o f wi n d a n d s n o w c o n d i t i o n s , w h i l e a l s o ma x i m i z i n g s p a n s u p t o 1 0 f e e t . •   ·  V S D Q Q L Q J  F D S D E L O L W \ • H e a v y l o a d c a p a b i l i t y • &O H D U   E O D F N  D Q R G L ] H G  À Q L V K • I n t e r n a l s p l i c e s a v a i l a b l e XR 1 0 ;5    L V  D  V O H H N   O R Z  S U R À O H  P R X Q W L Q J  ra i l , d e s i g n e d f o r r e g i o n s w i t h l i g h t o r no s n o w . I t a c h i e v e s s p a n s u p t o 6 f e e t , wh i l e r e m a i n i n g l i g h t a n d e c o n o m i c a l . • ·  V S D Q Q L Q J  F D S D E L O L W \ • M o d e r a t e l o a d c a p a b i l i t y • &O H D U   E O D F N  D Q R G L ] H G  À Q L V K • I n t e r n a l s p l i c e s a v a i l a b l e XR 1 0 0 0 XR 1 0 0 0 i s a h e a v y w e i g h t a m o n g VR O D U  P R X Q W L Q J  U D L O V   , W · V  E X L O W  W R  K D Q G O H  ex t r e m e c l i m a t e s a n d s p a n s u p t o 1 2 fe e t f o r c o m m e r c i a l a p p l i c a t i o n s . •   ·  V S D Q Q L Q J  F D S D E L O L W \ • E x t r e m e l o a d c a p a b i l i t y • &O H D U  D Q R G L ] H G  À Q L V K • I n t e r n a l s p l i c e s a v a i l a b l e ; H I S L  P Z  T L H U [  [ V  I L  H  Z P T W S P ÄLK  Z W H U  J O H Y [  MVY  J V U ] L ` P U NNLU L Y H S  Y H P S  J H W H I P S P [ P L Z   < Z L  H W W Y V ] L K  J L Y [ P ÄJH [ P V U  S L [ [ L Y Z  MVY  H J [ \ H S  K L Z P NU N\P K H U J L  3918 S Timber St- 2017707802/23/23  84 3 1 M u r p h y D r i v e Mi d d l e t o n , W I 5 3 5 6 2 U S A Te l e p h o n e : 6 0 8 . 8 3 6 . 4 4 0 0 Fa c s i m i l e : 6 0 8 . 8 3 1 . 9 2 7 9 ww w . i n t e r t e k . c o m 7H V W  9 H U L I L F D W L R Q  R I  & R Q I R U P L W \   d s             /                    /        /                         /                                                    s     K       "              s      #     /                                                       /     d       $          s              $   d  s                                       /           GF T - O P - 1 1 a ( 2 4 - M A R - 2 0 1 4 )    ^   E  E D W  W         /                                                           E    ! / Z  /!  "# $ %&'  () ! ,'+   ,(  "# h^ (  W  #   ! & & D  ^'  +& yZ  Z!  Z  %   W   &     ! &  , Z   Z  0& & D  1^'  2!  , ( &  Z  3  >+ ^%  %% +&   d'%      6    %&)   !  , ( &  Z  3  ^ % ^%  %% +& d'%     6    %&)   !  d   +&  #7 % 1  8 +  &  8 &     3    &  3 ) 2  %  &    & '   8     ' % +  8' &   3    !  E %        9  !  d&   %%8  +& ' / Z    6:  % ' 3 & !  D  ! / Z  & & D  +& yZ  Z (  E ! / Z  & & D  Z  ^   ! h>  ;6 1^  #!  #!62 ^  3  ^3 ' D  ^'   D   )   ,%Z    )    '   >  3  h  +&  &0W  W&) D    W   &     :! >  # Z  % h> ;6 d&     E)! >    1^  6!2 ^  3  ^3 ' 3  &0W  W&) D    W ! s    /  % K ! /  ? d  ^ )  E(  /! >6 D %&'  )  D   t/   #6#A #   d  ! >;  6;# d  Z  E ! ;A"66D/ 0   ;A"66D/ 0  "#";>D/ 0 B """"D/ 0 0 ! d                         -     d                          &  ! ,&  $8 & Z  ! ,& E  d ! d & //  &  Z    d !                 d & /  &  Z        ^ % !         ^ % !       # !                   ##A # !  ##A  © 2 0 2 0 I r o n R i d g e , I n c . CA Fl a t R o o f S y s t e m C e r t i f i c a t i o n L e t t e r - 1 28 3 5 7 I n d u s t r i a l B o u l e v a r d Ha y w a r d , C A 9 4 5 4 5 1- 8 0 0 - 2 2 7 - 9 5 2 3 Ir o n R i d g e . c o m At t n : Co r e y G e i g e r , C O O , I r o n R i d g e I n c . Da t e : Ja n u a r y 1 6 th , 2 0 2 0 Re : S t r u c t u r a l C e r t i f i c a t i o n a n d S p a n T a b l e s f o r I r o n R i d g e F l a t R o o f S y s t e m s Th i s l e t t e r c e r t i f i e s t h e s t r u c t u r a l p e r f o r m a n c e a n d c o d e c o m p l i a n c e o f I r o n R i d g e ’ s r o o f t o p p h o t o v o l t a i c ( P V ) m o u n t i n g sy s t e m s u s e d o n f l a t o r l o w p i t c h e d r o o f s w i t h t h e s l o p e n o t e x c e e d i n g 7 d e g r e e s f r o m t h e h o r i z o n t a l . T h e c o n t e n t s o f t h e le t t e r s h a l l b e r e a d i n i t s e n t i r e t y b e f o r e a p p l i e d t o a n y p r o j e c t d e s i g n . T h e I r o n R i d g e p r o p r i e t a r y s y s t e m s c e r t i f i e d i n t h i s le t t e r i n c l u d e t h e F l u s h M o u n t S y s t e m a p p l i e d w h e n m o d u l e s a r e s e t p a r a l l e l t o t h e r o o f , a n d t h e T i l t M o u n t S y s t e m w h i c h su p p o r t s m o d u l e t i l t s r a n g i n g f r o m 4 d e g r e e s t o 3 0 d e g r e e s r e l a t i v e t o t h e r o o f s u r f a c e . B o t h s y s t e m s a r e c a p a b l e o f su p p o r t i n g P V m o d u l e s i n s t a l l e d i n a p o r t r a i t o r l a n d s c a p e o r i e n t a t i o n . T h e t y p i c a l a s s e m b l y d e t a i l s a n d c o r e c o m p o n e n t s of t h e r e s p e c t i v e s y s t e m a r e p r o v i d e d i n E x h i b i t E X - 0 0 0 8 . All c o m p o n e n t s o f t h e I r o n R i d g e F l a t R o o f S y s t e m s a r e t o b e in s t a l l e d i n a w o r k m a n l i k e m a n n e r , f o l l o w i n g g e n e r a l l y a c c e p t e d s t a n d a r d s o f c o n s t r u c t i o n a n d i n d u s t r y b e s t p r a c t i c e s , an d a s d e s c r i b e d i n t h e T i l t M o u n t a n d F l u s h M o u n t I n s t a l l a t i o n M a n u a l s ( f o u n d o n t h e I r o n R i d g e w e b s i t e ) . Th e I r o n R i d g e F l a t R o o f S y s t e m s a s d e s c r i b e d a b o v e a r e d e s i g n e d a n d c e r t i f i e d t o t h e s t r u c t u r a l r e q u i r e m e n t s o f t h e re f e r e n c e s t a n d a r d s l i s t e d b e l o w , f o r t h e l o a d c o n d i t i o n s a n d c o n f i g u r a t i o n s t a b u l a t e d i n t h e a t t a c h e d s p a n t a b l e s . • A S C E / S E I 7 - 1 6 M i n i m u m D e s i g n L o a d s f o r B u i l d i n g s a n d O t h e r S t r u c t u r e s ( A S C E 7 - 1 6 ) • 2 0 1 8 I n t e r n a t i o n a l B u i l d i n g C o d e ( I B C - 2 0 1 8 ) • 2 0 1 9 C a l i f o r n i a B u i l d i n g C o d e ( C B C - 2 0 1 9 ) • 2 0 1 5 A l u m i n u m D e s i g n M a n u a l ( A D M - 2 0 1 5 ) Th e t a b l e s i n c l u d e d i n t h i s l e t t e r p r o v i d e t h e m a x i m u m a l l o w a b l e s p a n s o f X R R a i l s i n t h e T i l t M o u n t a n d F l u s h M o u n t Sy s t e m s f o r t h e r e s p e c t i v e l o a d s a n d c o n f i g u r a t i o n s l i s t e d , c o v e r i n g w i n d e x p o s u r e c a t e g o r i e s B , C , & D , a n d r o o f z o n e s 1, 2 & 3 . T h e s p a n t a b l e s a r e a p p l i c a b l e p r o v i d e d t h a t t h e f o l l o w i n g c o n d i t i o n s a r e m e t : 1. Sp a n i s t h e d i s t a n c e b e t w e e n t w o a d j a c e n t r o o f a t t a c h m e n t p o i n t s ( m e a s u r e d a t t h e c e n t e r o f t h e a t t a c h m e n t fa s t e n e r o r g r o u p o f f a s t e n e r s ) . 2. T h e u n d e r l y i n g r o o f p i t c h i s 7 d e g r e e s o r l e s s r e l a t i v e t o h o r i z o n t a l a n d t h e m a x i m u m m o d u l e t i l t ( t h e a n g l e be t w e e n m o d u l e a n d r o o f s u r f a c e ) i s 3 0 d e g r e e s o r l e s s . 3. T h e bu i l d i n g he i g h t , d e f i n e d a s t h e r o o f e a v e h e i g h t m e a s u r e d f r o m g r a d e , d o e s n o t e x c e e d 6 0 f e e t . 4. A m a x i m u m a r r a y t o r o o f c l e a r a n c e a t t h e l e a d i n g e d g e o f t h e m o d u l e ( h1) a n d t h e r e a r e d g e o f t h e m o d u l e ( h2) i s 2 f e e t a n d 4 f e e t , r e s p e c t i v e l y . T h e d i s t a n c e i s m e a s u r e d f r o m t o p o f m o d u l e t o t o p o f r o o f s u r f a c e . 5. M o d u l e l e n g t h a n d a r e a s h a l l n o t e x c e e d t h e m a x i m u m v a l u e s l i s t e d o n t h e r e s p e c t i v e s p a n t a b l e s . 6. A l l I r o n R i d g e c o m p o n e n t s s h a l l b e i n s t a l l e d i n a p r o f e s s i o n a l w o r k m a n l i k e m a n n e r p e r I r o n R i d g e ’ s Til t M o u n t a n d Flu s h M o u n t i n s t a l l a t i o n m a n u a l s a n d o t h e r a p p l i c a b l e s t a n d a r d s f o r g e n e r a l r o o f c o n s t r u c t i o n p r a c t i c e . © 2 0 2 0 I r o n R i d g e , I n c . CA Fl a t R o o f S y s t e m C e r t i f i c a t i o n L e t t e r - 2 28 3 5 7 I n d u s t r i a l B o u l e v a r d Ha y w a r d , C A 9 4 5 4 5 1- 8 0 0 - 2 2 7 - 9 5 2 3 Ir o n R i d g e . c o m Th e p a r a m e t e r s a n d a d j u s t m e n t s u s e d i n t h e s p a n t a b l e s a r e d e f i n e d a s t h e f o l l o w i n g : 1. T h e T i l t M o u n t a n d F l u s h M o u n t S y s t e m s a r e d e s i g n e d a s R i s k C a t e g o r y I I s t r u c t u r e s a s d e f i n e d b y A S C E 7 - 1 6 Ta b l e 1 . 5 - 1 . 2. T h e t i l t u s e d i n t h e s p a n t a b l e s i s t h e a n g l e b e t w e e n t h e s o l a r m o d u l e s u r f a c e a n d t h e r o o f s u r f a c e . 3. S i t e w i n d s p e e d s h a l l c o n f o r m t o A S C E 7 - 1 6 F i g . 2 6 . 5 - 1 B ( f o r R i s k C a t e g o r y I I ) a n d a p p l i c a b l e s t a t e & l o c a l co u n t y / c i t y a m e n d m e n t s t o t h e I B C . N o s p e c i a l w i n d t o p o g r a p h i c f e a t u r e s a r e i n c l u d e d a n d b o t h t o p o g r a p h i c co e f f i c i e n t ( K zt ) a n d w i n d g r o u n d e l e v a t i o n f a c t o r ( K e) a r e t a k e n a s 1 . 0 . 4. S n o w l o a d u s e d i n t h e s p a n t a b l e s i s t h e g r o u n d s n o w a n d s h a l l c o n f o r m t o A S C E 7 - 1 6 F i g . 7 . 2 - 1 a n d ap p l i c a b l e s t a t e & l o c a l c o u n t y / c i t y a m e n d m e n t s t o t h e I B C . I f t h e l o c a l j u r i s d i c t i o n s p e c i f i e d s n o w l o a d i s i n t h e fo r m a t o f a f l a t r o o f s n o w , i t s h a l l f i r s t b e c o n v e r t e d t o a g r o u n d s n o w f o l l o w i n g t h e l o c a l b u i l d i n g c o d e & am e n d m e n t s b e f o r e t h e a p p l i c a t i o n o f t h e a t t a c h e d s p a n t a b l e s . N o s p e c i a l s n o w c o n d i t i o n s a r e c o n s i d e r e d in c l u d i n g u n b a l a n c e d , d r i f t i n g , s l i d i n g , r e t e n t i o n , o r p o n d i n g s n o w . N o r a i n - o n - s n o w s u r c h a r g e l o a d i s c o n s i d e r e d . Th e s p a n t a b l e s d o n o t a p p l y t o b u i l d i n g s w h i c h a r e i n t e n t i o n a l l y k e p t b e l o w f r e e z i n g , k e p t j u s t a b o v e f r e e z i n g , o r un h e a t e d . 5. T h e s p a n t a b l e s r e f l e c t t h e A S C E 7 p r e s c r i b e d e a r t h q u a k e l o a d s w i t h t h e m a x i m u m m a g n i t u d e s b e i n g : (a ) F o r g r o u n d s n o w n o g r e a t e r t h a n 4 2 p s f : S s 2. 0 g f o r S i t e C l a s s A , B , C , a n d D . (b ) F o r g r o u n d s n o w g r e a t e r t h a n 6 5 p s f : S s 1. 0 g f o r S i t e C l a s s A , B , C , a n d D . (c ) F o r g r o u n d s n o w b e t w e e n 4 2 a n d 6 5 p s f : S s 1. 5 g f o r S i t e C l a s s A , B , C , a n d D . 6. R o o f z o n e s i z e a n d d e f i n i t i o n c o n f o r m t o A S C E 7 - 1 6 F i g . 2 9 . 4 - 7 . 7. T h e m a x i m u m r a i l c a n t i l e v e r l e n g t h , m e a s u r e d f r o m t h e r a i l e n d t o t h e n e a r e s t a t t a c h m e n t p o i n t , s h a l l be t h e l e s s e r o f t h e f o l l o w i n g t w o c o n d i t i o n s : 4 0 % o f t h e a l l o w a b l e s p a n p r o v i d e d f o r t h e r e s p e c t i v e l o a d & c o n f i g u r a t i o n c o n d i t i o n f r o m t h e s p a n t a b l e s , o r 3 6 i n c h e s . 8. N o r a i l s p l i c e s a r e a l l o w e d i n t h e c a n t i l e v e r , o u t e r 2 / 3 o f e n d s p a n s , o r m i d d l e 1 / 3 o f i n t e r i o r s p a n s . 9. G r a y s h a d e d c e l l s o f t h e s p a n t a b l e s i n d i c a t e c o n d i t i o n s i n w h i c h U F O M i d C l a m p c o n n e c t i o n c a p a c i t y i s ex c e e d e d . I f s u c h c o n d i t i o n s a r e e n c o u n t e r e d c o n t a c t s u p p o r t @ i r o n r i d g e . c o m . 10 . T h e s p a n t a b l e s p r o v i d e d a r e n o t a p p l i c a b l e t o t h e a r r a y o r t h e p o r t i o n o f t h e a r r a y l o c a t e d w i t h i n 4 ’ o r 2 ( h2 - hpt ), wh i c h e v e r i s g r e a t e r , t o a f a c i n g r o o f e d g e . W h e r e ( h2) i s t h e m o d u l e r e a r e d g e c l e a r a n c e t o t h e r o o f s u r f a c e a s de f i n e d i n n o t e 4 o f p a g e 1 , a n d ( hpt ) i s t h e m e a n p a r a p e t h e i g h t a b o v e t h e a d j a c e n t r o o f s u r f a c e . I f s u c h co n d i t i o n s a r e e n c o u n t e r e d c o n t a c t s u p p o r t @ i r o n r i d g e . c o m 11 . M a x i m u m a l l o w a b l e s p a n s f o r b u i l d i n g s w i t h a n y p a r a p e t h e i g h t e x c e e d i n g 4 f e e t m e a s u r e d f r o m t h e n e a r b y r o o f su r f a c e s h a l l b e d e t e r m i n e d u s i n g t h e s p a n t a b l e s w i t h a n a d j u s t e d w i n d s p e e d , w h i c h i s e q u a l t o 1 . 1 0 t i m e s o f th e s i t e w i n d s p e e d . © 2 0 2 0 I r o n R i d g e , I n c . CA Fl a t R o o f S y s t e m C e r t i f i c a t i o n L e t t e r - 3 28 3 5 7 I n d u s t r i a l B o u l e v a r d Ha y w a r d , C A 9 4 5 4 5 1- 8 0 0 - 2 2 7 - 9 5 2 3 Ir o n R i d g e . c o m 12 . M a x i m u m a l l o w a b l e s p a n s p r o v i d e d i n t h e t a b l e s a s s u m e a b u i l d i n g h e i g h t o f 3 0 f e e t . F o r b u i l d i n g h e i g h t s g r e a t e r th a n 3 0 f e e t , t h e a l l o w a b l e s p a n s s h a l l b e d e t e r m i n e d i n t h e s p a n t a b l e s b y u s i n g a n a d j u s t e d w i n d s p e e d ac c o r d i n g t o t h e t a b l e b e l o w : Ƶ ŝ ů Ě ŝ Ŷ Ő  , Ğ ŝ Ő Ś ƚ  ; Ĩ ƚ Ϳ  Ě ũ Ƶ Ɛ ƚ  t ŝ Ŷ Ě  ^ Ɖ Ğ Ğ Ě  ; ŵ Ɖ Ś Ϳ Ύ Ύ  ϯϬ  Ž ƌ  ď Ğ ů Ž ǁ  ϭ͘ Ϭ Ϭ  dž  ^ ŝ ƚ Ğ  ǁ ŝ Ŷ Ě  Ɛ Ɖ Ğ Ğ Ě  ϰϱ  ϭ͘ ϭ ϳ  dž  ^ ŝ ƚ Ğ  ǁ ŝ Ŷ Ě  Ɛ Ɖ Ğ Ğ Ě  ϲϬ  ϭ͘ Ϯ ϵ  dž  ^ ŝ ƚ Ğ  ǁ ŝ Ŷ Ě  Ɛ Ɖ Ğ Ğ Ě  ** L i n e a r i n t e r p o l a t i o n s h a l l b e a l l o w e d f o r i n t e r m e d i a t e b u i l d i n g h e i g h t s . No t e : I f b o t h N o t e 1 1 a n d N o t e 1 2 a r e a p p l i c a b l e , t h e a l l o w a b l e s p a n s h a l l b e d e t e r m i n e d b y a n a d j u s t e d w i n d sp e e d w h i c h a c c o u n t s f o r b o t h e f f e c t s . F o r i n s t a n c e , f o r a b u i l d i n g w i t h a h e i g h t o f 4 5 f e e t a n d p a r a p e t g r e a t e r th a n 4 f e e t , t h e a d j u s t e d w i n d s p e e d s h a l l b e e q u a l t o 1 . 1 0 x 1 . 1 7 x S i t e w i n d s p e e d . 13 . S y s t e m s u s i n g C A M O m o d u l e c l a m p s s h a l l b e i n s t a l l e d w i t h t h e f o l l o w i n g g u i d a n c e : a. F o r s i n g l e m o d u l e i n s t a l l a t i o n s ( “ o r p h a n m o d u l e s ” ) u s i n g m o d u l e s w i t h a l e n g t h g r e a t e r t h a n 6 7 . 5 ” , CA M O c l a m p s s h a l l n o t b e i n s t a l l e d i n r e g i o n s t h a t e x p e r i e n c e g r o u n d s n o w l o a d s o f 7 0 p s f a n d gr e a t e r : s u c h s c e n a r i o s a r e s h o w n a s s h a d e d i n t h e a p p l i c a b l e s p a n t a b l e . b. C A M O w i l l f u n c t i o n w i t h i n a m o d u l e ’ s d e s i g n l o a d r a t i n g s . B e s u r e t h e s p e c i f i c m o d u l e b e i n g u s e d w i t h CA M O m e e t s t h e d i m e n s i o n a l r e q u i r e m e n t s s h o w n i n t h e f i g u r e b e l o w a n d t h a t t h e m o d u l e s e l e c t e d i s su i t a b l e f o r t h e e n v i r o n m e n t a l c o n d i t i o n s o f a p a r t i c u l a r p r o j e c t . Fi g u r e 1 : C A M O M o d u l e F r a m e D i m e n s i o n a l R e q u i r e m e n t s 3918 S Timber St- 2017707802/23/23 © 2 0 2 0 I r o n R i d g e , I n c . CA Fl a t R o o f S y s t e m C e r t i f i c a t i o n L e t t e r - 4 28 3 5 7 I n d u s t r i a l B o u l e v a r d Ha y w a r d , C A 9 4 5 4 5 1 - 8 0 0 - 2 2 7 - 9 5 2 3 Ir o n R i d g e . c o m Sp a n v a l u e s f o r Ex p o s e d m o d u l e c o n d i t i o n s , a s d e f i n e d b e l o w , a r e i n c l u d e d i n t h e a t t a c h e d s p a n t a b l e s a n d sh a l l b e u s e d w h e n s u c h c o n d i t i o n e x i s t s . T h e r e f e r e n c e w i n d s p e e d f o r Ex p o s e d m o d u l e s s h a l l a l s o i n c l u d e th e a d j u s t m e n t s f o r p a r a p e t a n d b u i l d i n g h e i g h t w h e r e a p p l i c a b l e . T h e m a x i m u m a l l o w a b l e s p a n f o r Ex p o s e d mo d u l e s s h a l l b e t h e l e s s e r o f t h e f o l l o w i n g t w o : ( 1 ) T h e s p a n v a l u e l i s t e d f o r t h e Ex p o s e d mo d u l e c o n d i t i o n ; ( 2 ) Th e s p a n v a l u e d e t e r m i n e d b y s i t e w i n d s p e e d a n d g r o u n d s n o w . A d d i t i o n a l l y , i r r e s p e c t i v e o f t h e l e s s e r s p a n , t h e sh a d e d c e l l s i n g r a y f o r t h e Ex p o s e d m o d u l e c o n d i t i o n s w h i c h r e f l e c t t h e U F O c l a m p u s a g e l i m i t a t i o n d e t a i l e d i n no t e 9 o f p a g e 2 s h a l l a p p l y t o Ex p o s e d m o d u l e s . Ex p o s e d M o d u l e C o n d i t i o n s : A m o d u l e i s d e f i n e d a s Ex p o s e d ( p e r S e c t i o n 2 9 . 4 . 3 o f A S C E 7 - 1 6 ) i f a n y o f i t s f r e e e d g e s ( a n e d g e w i t h n o co n n e c t i v i t y t o o t h e r m o d u l e s ) i s e x p o s e d . T h e m o d u l e e d g e i s c o n s i d e r e d e x p o s e d i f i t s d i s t a n c e t o t h e f a c i n g ro o f e d g e i s g r e a t e r t h a n 0 . 5 h ( h i s A S C E d e f i n e d b u i l d i n g h e i g h t ) A N D i f i t h a s n o a d j a c e n t a r r a y / p a n e l , o r i t s di s t a n c e t o t h e a d j a c e n t a r r a y o r p a n e l e x c e e d s t h e l a r g e r o f 4 h2 a n d 4 f e e t , w h e r e ( h2) i s t h e m o d u l e r e a r e d g e cl e a r a n c e a s d e f i n e d i n n o t e 4 o f p a g e 1 . Ad d i t i o n a l l y , i f t h e e x p o s e d m o d u l e i s a t a n e n d o f a r o w , t h e m o d u l e s w i t h i n a d i s t a n c e 1 . 5 ( Lp) m e a s u r e d f r o m th e e n d o f r o w a r e c o n s i d e r e d e x p o s e d , w h e r e Lp i s t h e l e n g t h o f t h e m o d u l e p e r p e n d i c u l a r t o s u p p o r t i n g r a i l . Th e a l l o w a b l e s p a n s a n d c a n t i l e v e r s h a l l o n l y b e a p p l i e d t o t h e p o r t i o n o f r a i l d i r e c t l y u n d e r Ex p o s e d M o d u l e s . © 2 0 2 0 I r o n R i d g e , I n c . CA Fl a t R o o f S y s t e m C e r t i f i c a t i o n L e t t e r - 5 28 3 5 7 I n d u s t r i a l B o u l e v a r d Ha y w a r d , C A 9 4 5 4 5 1 - 8 0 0 - 2 2 7 - 9 5 2 3 Ir o n R i d g e . c o m Th e s p a n t a b l e s p r o v i d e d i n t h i s l e t t e r a r e c e r t i f i e d b a s e d o n t h e s t r u c t u r a l p e r f o r m a n c e o f I r o n R i d g e X R R a i l s o n l y w i t h n o co n s i d e r a t i o n o f t h e s t r u c t u r a l a d e q u a c y o f t h e c h o s e n r o o f a t t a c h m e n t s , P V m o d u l e s , o r t h e u n d e r l y i n g r o o f s u p p o r t i n g me m b e r s . I t i s t h e r e s p o n s i b i l i t y o f t h e i n s t a l l e r o r s y s t e m d e s i g n e r t o v e r i f y t h e s t r u c t u r a l c a p a c i t y a n d a d e q u a c y o f t h e af o r e m e n t i o n e d s y s t e m c o m p o n e n t s i n r e g a r d s t o t h e a p p l i e d o r r e s u l t a n t l o a d s o f a n y c h o s e n a r r a y c o n f i g u r a t i o n . Si n c e r e l y , Ga n g X u a n , S E Se n i o r S t r u c t u r a l E n g i n e e r 3918 S Timber St- 2017707802/23/23 © 2022 IRONRIDGE, INC. VERSION 3.4 FLUSH MOUNT INSTALLATION MANUAL - 21 MODULE COMPATIBILITY MAKE MODELS FRAMED MODULE LIST Adani Adani modules with 35 and 40mm frames Aionrise Aionrise modules with 35 and 40mm frames Amerisolar Amerisolar modules with 35, 40 and 50 mm frames Aptos Solar Aptos modules with 35 and 40 mm frames DNA-yy-zzaa-xxx Astronergy Solar Astronergy modules with 30, 35, 40, and 45 mm frames ASUN ASUN modules with 35 and 40 mm frames Auxin Auxin modules with 40 mm frames AXN6y6zAxxxB B or C Axitec Axitec Modules with 30, 35 and 40 mm frames Boviet Boviet modules with 35 and 40mm frames BYD BYD modules with 35 mm frames Canadian Solar Canadian Solar modules with 30, 32, 35 and 40 mm frames P-AG, P-SD, MB-AG, PB-AG, MS-AG, or MS-SD CertainTeed CertainTeed modules with 35 and 40 frames CSUN Csun modules with 35 and 40 mm frames YYxxx-zzAbb BW, or ROOF Dehui Dehui modules with 30, 35 and 40mm frames © 2022 IRONRIDGE, INC. VERSION 3.4 FLUSH MOUNT INSTALLATION MANUAL - 22 MODULE COMPATIBILITY Ecosolargy Ecosolargy modules with 35, 40, and 50 mm frames ECOxxxYzzA-bbD be blank or B ET Solar ET Solar modules with 30, 35, 40, and 50 mm frames Flex Flex modules with 35, 40, and 50 mm frames GigaWatt Solar Gigawatt modules with 40 mm frames GWxxxYY M(V), P(V), M(V)-C, P(V)-C, or X Itek Itek Modules with 40 and 50 mm frames IT-xxx-YY 3918 S Timber St- 2017707802/23/23 © 2022 IRONRIDGE, INC. VERSION 3.4 FLUSH MOUNT INSTALLATION MANUAL - 23 MODULE COMPATIBILITY JA Solar JA Solar modules with 30, 35, 40 and 45 mm frames Jinko Jinko modules with 35 and 40 mm frames 6MPA Mission Solar Mission Solar modules with 33, 35 and 40 mm frames Mitsubishi Mitsubishi modules with 46 mm frames Moltech IM and XS series modules with 40, 45, and 50 mm frames Next Energy Alliance Next Energy Alliance modules with 35 and 40mm frames Neo Solar Power Neo Solar Power modules with 35 mm frames ME (TF) Panasonic modules with 35 and 40 mm frames Panasonic (EverVolt) Panasonic modules with 30 mm frames EVPVxxxA Peimar Peimar modules with 40 mm frames SbxxxYzz Philadelphia Solar Philadelphia modules with 35 and 40 mm frames PS-YzzAA-xxx Phono Solar Phono Solar modules with 35, 40, and 45 mm frames © 2022 IRONRIDGE, INC. VERSION 3.4 FLUSH MOUNT INSTALLATION MANUAL - 24 MODULE COMPATIBILITY Recom Recom modules with 35 and 40 mm frames RCM-xxx-6yy REC Solar REC modules with 30, 38 and 45 mm frames Renesola ReneSola modules with 35, 40 and 50 mm frames Renogy Renogy Modules with 40 and 50 mm frames RNG-xxxY Risen Risen Modules with 30, 35 and 40 mm frames S-Energy S-Energy modules with 35 and 40mm frames SEG Solar SEG Solar with 30, 35 and 40 mm frames Seraphim USA Seraphim modules with 30, 35, 40 and 50 mm frames Sharp Sharp modules with 35 and 40 mm frames NUYYxxx Silfab Silfab Modules with 35 and 38 mm frames Solaria Solaria modules with 35 and 40 mm frames Solarcity (Tesla) Solarcity modules with 40 mm frames SCxxxYY SolarTech SolarTech modules with 40 and 42 mm frames AAA-xxxYY SolarWorld AG SW-xxx 3918 S Timber St- 2017707802/23/23 MODULE COMPATIBILITY © 2022 IRONRIDGE, INC. VERSION 3.4 FLUSH MOUNT INSTALLATION MANUAL - 25 SolarWorld Americas clear; modules with 33 mm frames SWA-xxx Sonali Sonali Modules with 40 mm frames SSxxx Stion STO-xxx or STO-xxxA SunEdison Suniva Suniva modules with 35, 38, 40, 46, and 50 mm frames or B Sunpower Sunpower standard (G3 or G4) or InvisiMount (G5) 35, 40 and 46 mm frames Sunspark Sunspark modules with 40 mm frames Suntech Suntech Modules with 35, 40 and 50mm frames Wd, or Wfhb Talesun Talesun modules with 30, 35 and 40mm frames Tesla Tesla modules with 40 mm frames TxxxY Trina Trina Modules with 30, 35, 40 and 46mm frames URE URE modules with 35 mm frames E8G or E8G-BB Vikram Vikram solar modules with 40 mm frames VSUN VSUN modules with 30, 35 and 40 mm frames VSUNxxx-YYz-aa BW, or DG MODULE COMPATIBILITY © 2022 IRONRIDGE, INC. VERSION 3.4 FLUSH MOUNT INSTALLATION MANUAL - 26 MAKE MODELS FRAMELESS MODULE LIST Astronergy Solar Astronergy frameless modules Canadian Solar Canadian Solar frameless modules Jinko Jinko frameless modules Prism Solar Prism Solar frameless modules Risen Risen frameless modules Stion Stion frameless modules Sunpreme Sunpreme frameless modules GXB-xxxYY Trina Trina frameless modules TSM-xxxYY Waaree Waaree modules with 40mm frames WSyy-xxx Winaico Winaico modules with 35 and 40 mm frames Yingli Yingli modules with 35 and 40 mm frames 3918 S Timber St- 2017707802/23/23                                                        !     "   !    #   $    % & '  (          !  )           )         *     +    %   ,       +                         -  *  ( . ( /       '             0                    1         )    ! !                    0  ! %                    2      3      %    %   ( ! % ,                     4 $        #   $   &            % & ' %& '  (  ' 5  ,  ,  6             " 4 !   #   $        6 7      "  !        ,       % &   # (  / .   , !  ,    '       0  !     &               8  9                     9     7 9 1  "  / / / 9 1  (    ,     , 9 1  " # / / / 9 1  (    ! !  0         :  (. 4    /    ; ( / < . 4 % / , =   /   >  /  " 4   ?  ;  /  @ > . /   4 , , ? =  ; 9 1  " # / / / 9 1  "  = (. 4    /    ; ( / < . 4 % / , =  ; 9 1  " # / / / 9 1  "  = #. 4    /    ; . /  @ 4 % / , =   /  " 4   ?  ; @ / ( A 4 , , ? =  ; 9 1  @ = #. 4    /    ; . /  @ 4 % / , =   /   >  /  ( 4   ?  ; "  / ( >  " / "  4 , , ? =  ; 9 1   / / / 9 1  # = . 4    /    ; . /  . 4 % / , =   /  # 4   ?  ;   /  A 4 , , ? =  ; 9 1  ( =  ! (/ A . 4    ; < . /  . 4 , , = 9  A/ A . 4    ; " <  / @ . 4 , , =   , *0  ,                   ,       !  !   !!  -4 4        F 8       G     ,       H                I    +                                        !    / Ju l 7 , 2 0 2 1 "                                                     !   "       "    #  $ !    % & ' !            "  (           (         )     *    %   +       *                         ,  )  -  . /     '             0                    1         (    " "                    0  " %                    2      3      %    %    " % +                     4 ! $        #  $  !  &            % & ' ! %& ' !    ' 5  +  +  6             7 4 "   #  $   !   .  6 8        "        +       % &   #  / 7   4 "   #  $   !   .  6 8        "        +       % &   #  / 7   + "  +    '       0  "     &               9  :                     :     8 !: 1   # / / / ! : 1      " "  !: 1    / / / ! : 1      +     + 0         ;  7 4    /    <  / = 7 4 % / + >  / ? /  4   @  <  / - ? 7 /  . 4 + + @ >  < ! : 1   # / / / ! : 1   > 7 4    /    <  / = 7 4 % / + >  < ! : 1   # / / / ! : 1   > # 4    /    < # / 7  4 % / + >  /  4   @  < - /  A 4 + + @ >  < ! : 1  - > #7 4    /    < 7 / - 4 % / + >  /  ? /  4   @  <   /  ?   /   4 + + @ >  < ! : 1  . / / / ! : 1  # > 7 4    /    < 7 / . 7 4 % / + >  < ! : 1   / / / ! : 1   >  " ./ 7 4    <  . 7 /  4 + + >   + )0  +                   +       "  "   ""  ,4 4        E 9       F     +       G                H    *                                        "    / Ju l 7 , 2 0 2 1                                                      !   "       "    #  $ !    % & ' !            "  (           (         )     *    %   +       *                         ,  )   - - .     '             /                    0         (    " "                    /  " %                    1      2      %    %    " % +                     3 ! $        #  $  !  &            % & ' ! %& ' !    ' 4  +  +  5             3 "   #  $   !   6  5 7        "        +       % &   #  . 8   + "  +    '       /  "     &               9  :                     :     7 !: 0   # . . . ! : 0  6    " "  !: 0    . . . ! : 0  6    +     + /         ;   3    .    <  .  = 3 % . + >  . ? .  3   @  <  . A ?   .  3 + + @ >  < ! : 0   # . . . ! : 0  6 >  " . - 8 3    < = 8 .  8 3 + + > :  -. - 8 3    <  = 6 . A 8 3 + + > 5   =. 6  3    <  # # . 6 3 + + > %  :   6 . = A 3   <   >  < - . - 3 *  >   + )/  +                   +       "  "   ""  ,3 3        F 9       G     +       H                I    *                                        "    . Ju l 7 , 2 0 2 1  3918 S Timber St- 2017707802/23/23 The Enphase IQ System Controller 2 connects the home to grid power, the IQ Battery system, and solar PV. It provides microgrid interconnection device (MID) functionality by automatically detecting and seamlessly transitioning the home energy system from grid power to backup power in the event of a grid failure. It consolidates interconnection equipment into a single enclosure and streamlines grid independent capabilities of PV and storage installations by providing a consistent, pre-wired solution for residential applications. Enphase IQ System Controller 2 To learn more about Enphase offerings, visit enphase.com Data Sheet Enphase Energy System Reliable • Durable NEMA type 3R enclosure • Ten-year limited warranty Smart • Controls safe connectivity to the grid • Automatically detects grid outages • Provides seamless transition to backup Simple • Connects to the load or service equipment¹ side of the main load panel • Centered mounting brackets support single stud mounting • Supports conduit entry from the bottom, bottom left side, and bottom right side • Supports whole home and partial home backup and subpanel backup • Up to 200A main breaker support • Includes neutral-forming transformer for split phase 120/240V backup operation • IQ System Controller supports backward compatibility with older generation of PV microinverters (M215, M250 and S series), making it simple for home owners to upgrade their systems • Easy integration with generator from major manufacturers 1. IQ System Controller 2 is not suitable for use as service equipment in Canada. To learn more about Enphase offerings, visit enphase.com © 2021 Enphase Energy. All rights reserved. Enphase, the Enphase logo, IQ System Controller 2, and other names are the trademarks of Enphase Energy, Inc. Data subject to change. 10-20-2021 MODEL NUMBER EP200G101-M240US01 Enphase IQ System Controller 2 with neutral-forming transformer (NFT), Microgrid Interconnect Device (MID), breakers, and screws. Streamlines grid-independent capabilities of PV and battery installations. ACCESSORIES and REPLACEMENT PARTS EP200G-NA-XA-E3 Replacement IQ System Controller 2 printed circuit board EP200G-NA-HD-200A Eaton type BR circuit breaker hold-down screw kit, BRHDK125 CT-200-SPLIT 200 A split core current transformers for Generator metering (+/- 2.5%) Circuit breakers (as needed)²,³ • BRK-100A-2P-240V : Main breaker, 2 pole, 100A, 25kAIC, CSR2100 • BRK-125A-2P-240V: Main breaker, 2 pole, 125A, 25kAIC, CSR2125N • BRK-150A-2P-240V: Main breaker, 2 pole, 150A, 25kAIC, CSR2150N • BRK-175A-2P-240V: Main breaker, 2 pole, 175A, 25kAIC, CSR2175N • BRK-200A-2P-240V: Main breaker, 2 pole, 200A, 25kAIC, CSR2200N Not included, must order separately: • BRK-20A-2P-240V-B: Circuit breaker, 2 pole, 20A, 10kAIC, BR220B • BRK-30A-2P-240V: Circuit breaker, 2 pole, 30A, 10kAIC, BR230B • BRK-40A-2P-240V: Circuit breaker, 2 pole, 40A, 10kAIC, BR240B • BRK-60A-2P-240V: Circuit breaker, 2 pole, 60A, 10kAIC, BR260 • BRK-80A-2P-240V: Circuit breaker, 2 pole, 80A, 10kAIC, BR280 EP200G-HNDL-R1 IQ System Controller 2 installation handle kit (order separately) EP200G-LITKIT -57]WXIQ'SRXVSPPIVPMXIVEXYVIOMXMRGPYHMRKPEFIPWJIIHXLVSYKLLIEHIVWWGVI[WƤPPIVTPEXIWERH5-+ BRK-20A40A-2P-240V 2 pole, 20A/40A, 10kAIC, BQC220240 ELECTRICAL SPECIFICATIONS Assembly rating Continuous operation at 100% of its rating Nominal voltage / range (L-L)240 VAC / 100 - 310 VAC Voltage measurement accuracy ±1% V nominal (±1.2V L-N and ±2.4V L-L) Auxiliary contact for load control, excess PV control, and generator two-wire control 24V, 1A Nominal frequency / range 60 Hz / 56 - 63 Hz Frequency measurement accuracy ±0.1 Hz Maximum continuous current rating 160A Maximum input overcurrent protection device 200A Maximum output overcurrent protection device 200A Maximum overcurrent protection device rating for Generator circuitȳ 80A Maximum overcurrent protection device rating for storage branch circuitȳ (the storage branch circuit can be replaced with PV) 80A Maximum overcurrent protection device rating for IQ8 PV combiner branch circuit ȳ 80A Neutral Forming Transformer (NFT) • Breaker rating (pre-installed): 40A between L1 and Neutral; 40A between L2 and Neutral • Continuous rated power: 3600VA • Maximum continuous unbalance current: 30A @ 120V • Peak rated power: 8800VA for 30 seconds • Peak unbalanced current: 80A @ 120V for 30 seconds MECHANICAL DATA Dimensions (WxHxD)50cm x 91.6cm x 24.6cm (19.7 in x 36 in x 9.7 in) Weight 39.4 kg (87 lbs) Ambient temperature range -40º C to +50º C (-40º F to 122º F) Cooling Natural convection, plus heat shield Enclosure environmental rating Outdoor, NEMA type 3R, polycarbonate construction Altitude To 2500 meters (8200 feet) WIRE SIZES Connections (All lugs are rated to 90C) • Main lugs and backup load lugs • CSR breaker bottom wiring lugs • BR breakers (wire provided) • AC combiner lugs, Encharge lugs, and generator lugs • Neutral (large lugs) Cu/Al: 1 AWG – 300 KCMIL Cu/Al: 2 AWG – 300 KCMIL 6 AWG 14 AWG – 2 AWG Cu/Al: 6 AWG - 300 KCMIL Neutral and ground bars Large holes (5/16-24 UNF) Small holes (10-32 UNF) 14 AWG – 1/0 AWG 14 AWG – 6 AWG COMPLIANCE Compliance UL 1741, UL 1741 SA, UL 1741 PCS, UL1998, UL869Aȴ, UL67ȴ, UL508ȴ UL50Eȴ CSA 22.2 No. 107.1, 47 CFR, Part 15, Class B, ICES 003, AC156. IQ System Controller 2 is approved for Use as Service Equipment in the United Statesȴ. 2. Compatible with BRHDK125 Hold-Down Kit to comply with 2017 NEC 710.15E for back-fed circuit breakers. 3. The IQ System Controller 2 is rated 22 kAIC 4. Not included. Installer must provide properly rated breaker per circuit breaker list above. 5. Sections from these standards were used during the safety evaluation and included in the UL 1741 listing. Enphase IQ System Controller 2 3918 S Timber St- 2017707802/23/23 The Enphase IQ Load Controller, when used in conjunction with the IQ System Controller, enables control of up to 2 loads running 240VAC L-L or shedding of up to 2 solar circuits when operating in an off-grid mode with the Enphase energy management system. The IQ Load Controller can also be used for controlling 4 loads running 120VAC L-L. Up to 2 IQ Load Controllers can be integrated with each IQ System Controller on a site. Enphase IQ Load Controller To learn more about Enphase offerings, visit enphase.com Data Sheet Enphase Ensemble Energy Management System Region: AMERICAS Powerful • Control up to 2, 36A resistive loads or 3HP/25A inductive loads running at 240VAC or 4 loads running at 120VAC • Shed up to 2 excess IQ6, IQ7, M215 or M250 solar branch circuits(up to 32A each) to maintain Solar-To-Storage ratio when off-grid • Prioritize essential appliances during a grid outage to optimize energy consumption and prolong battery life manually control loads from the Enphase App Simple • A complete solution for use with the IQ System Controller’s load control feature • DIN rail mounted components enable easy installation and servicing Reliable • Designed for indoor or outdoor installations • 5 years warranty • Durable NEMA 4X Enclosure To learn more about Enphase offerings, visit enphase.com © 2022 Enphase Energy. All rights reserved. Enphase, the Enphase logo, IQ System Controller, Enphase IQ Load Controller, Enphase Enphase App, and other trademarks or service names are the trademarks of Enphase Energy, Inc. Data subject to change. 01-06-2022 IQ Load Controller for use with IQ System Controller’s auxiliary contacts to shed non-essential loads or M-series, IQ series microinverters DC Power Supply input voltage 120Vac DC Power Supply input Current rating 12A Total loads controlled 2 loads running at 240Vac or 4 loads at 120Vac Max load controlled 36A resistive, 25A inductive for dedicated loads, 32A resistive for branch circuits with 2 or more loads Ambient temperature range -25 to 40 °C Dimensions (WxHxD)12.58 x 14.58 x 5.96 (in) Weight 6.61 (lbs) Cooling Natural Convection Enclosure Outdoor, NEMA type 4X, polycarbonate construction Contactor • Line/Load power terminals • 14-8AWG Power Supply • 120V L-N input terminals • 14-12AWG Ground terminal block 24-6AWG Neutral terminal block 24-6AWG Compliance UL1741 Limited Warranty 5 years Enphase IQ Load Controller 3918 S Timber St- 2017707802/23/23 3' F S B 3' FSB SUBINV ACDMSPIQSC JB 3' FSB IQC SUB MC P H E R S O N E N G I N E E R I N G Ju r u p a V a l l e y , C A 9 2 5 0 9 (9 0 9 ) 5 6 6 - 0 0 6 6 ry a n @ m c p e . g r o u p De s i g n e d b y 92 4 0 L i m o n i t e A v e 1 6 1 1 P O M O N A R D . S T E # 2 0 6 CO R O N A , C A 9 2 8 7 8 (9 5 1 ) 2 9 8 - 9 0 0 7 CS L B # 1 0 4 3 1 0 8 DA T E : 06 / 0 3 / 2 0 2 2 PL O T T E D : 1 2 / 1 4 / 2 0 2 2 DE S I G N E R : M . W . A H J : S A N T A A N A - C A 5. 2 8 0 k W p D C / 4. 7 7 2 k W p A C PH O T O V O L T A I C S Y S T E M P L A N RO B E R T K R A N I N G 39 1 8 S T I M B E R S T SA N T A A N A , C A 9 2 7 0 7 (6 1 9 ) 5 1 7 - 4 6 3 2 AP N : 4 1 0 0 3 4 0 6 ROOF DATA 12 0° 270° TILT AZIMUTH ARRAY 1 MODULE QUANTITY ROOF SYMBOLS: DORMER ATTIC VENT CHIMNEY ROOF PVC VENT KEY LEGEND: MAIN SERVICE PANEL GAS METER INVERTER AC DISCONNECT DC DISCONNECT = = = = = SUB PANEL = ROOF T-VENT = = = = JUNCTION BOX = =PV CONDUIT RUN = OVERHEAD UTILITY FEED = (N)SOLAR MODULE = HEAT EXCHANGE VENT = TURBINE ATTIC VENT = FLAT O'HAGINS VENT ROUND SKY LIGHT = RECTANGLE SKY LIGHT = AC UNIT = SATELLITE DISH = ROUND ATTIC VENT = 3' FIRE SETBACKS = 3' FSB 18" FIRE SETBACKS = 18" FSB PV ONLY IQ AC COMBINER = ATTACHMENT = IQC ACD ESS DCD ESS GEN INV JB MSP BI SUB GTW MTRUTILITY PRODUCTION METER = BATTERY (ESS)= SMART SWITCH (ESS)= BACKUP INTERFACE (ESS) = GATEWAY (ESS)= GENERATOR = (E)SOLAR MODULE = (READILY ACCESSIBLE) ATSAUTOTRANSFER SWITCH = MTSMANUAL TRANSFER SWITCH = ROOF PLAN PV2 SCALE: 0.009425 Total roof area(sq.ft.): 3000 Total array area(sq.ft.): 538 Array percentage: 17.94% 40.87" MODULE WIDTH 82.44" MODULE HEIGHT (E)MAIN RESIDENCE ARRAY-1 (N)MAIN SERVICE PANEL & METER EMT RAN 1" ABOVE ROOF SURFACE, UNDER EAVE WHENEVER POSSIBLE AND ALONG THE ROOF ONLY WHEN NEEDED (N)30A AC DISCONNECT VISIBLE BLADE, LOCKABLE TYPE (N)IQ COMBINER (E)INVERTER (N)SUB-PANEL (E)ROOF MOUNTED SOLAR MODULES (N)ENPHASE IQ CONTROLLER (ESS) (N)SUB-PANEL This item has been digitally signed and sealed on Dec 14, 2022 3918 S Timber St- 2017707802/23/23 Color:Black 279 Description 50 Amp, 125/250 Volt, NEMA 14-50R, 3P, 4W, Flush Mtg Receptacle, Straight Blade, Industrial Grade, Grounding, , Side Wired, Steel Strap, - Black Product Features Grounding:Grounding Amperage:50 Amp Voltage:125/250 Volt NEMA:14-50R Pole:3 Wire:4 Termination:Side Face Material:Nylon Body Material:Nylon Strap Material:Steel Color:Black Standards and Certifications:UL/CSA Warranty:10 Year Limited AC Horsepower Ratings At Rated Voltage 3 HP Environmental Specifications Flammability Rated V-2 per UL94 Operating Temperature -40C to 60C Mechanical Specifications Terminal IDBrass-Hot, Green- Ground, White- Neutral Terminal Accom.Up to 4 AWG Electrical Specifications Dielectric Voltage Withstands 2000V per UL498 Current Limiting Full Rated Current Temperature Rise Max 30C after 50 cycles OL at 150 percent rated current Material Specifications Face Material Nylon Body Material Nylon Line Contacts Brass Double-Wipe Product IDRatings are permanently marked on device Yoke Zinc-Plated Steel Standards and Certifications NEMA WD-6 ANSI C-73 UL498 File E13399 CSA C22.2 No. 42 File 152105 NOM 057 Leviton Manufacturing Co., Inc. 59-25 Little Neck Parkway, Little Neck, NY 11362-2591 Telephone: 1-800-323-8920 · FAX: 1-800-832-9538 · Tech Line (8:30AM-7:30PM E.S.T. Monday- Friday): 1-800-824-3005 Leviton Manufacturing of Canada, Ltd. 165 Hymus Boulevard, Pointe Claire, Quebec H9R 1E9 · Telephone: 1-800-469-7890 · FAX: 1-800 -824-3005 Leviton S. de R.L. de C.V. Lago Tana 43, Mexico DF, Mexico CP 11290 · Tel.: (+52)55-5082-1040 · FAX: (+52)5386-1797 · www.leviton.com.mx Visit our Website at: www.leviton.com ©2007 Leviton Manufacturing Co., Inc. All rights reserved. Subject to change without notice. 3918 S Timber St- 2017707802/23/23 PARTIAL ROOF FRAMING PLAN NOT TO SCALE 3' MIN 6' MAX 2' O.C. IRONRIDGE XR10 (RACKING SYSTEM) (N) SOLAR MODULES PV ROOF ATTACHMENT (SEE DETAIL TO THE LEFT) 2X4 FRAMING @ 24" O.C. TYP. 18 " MI N . 2 (E) ROLLED COMPOSITION QUICKMOUNT PV QBASE, 2 HOLE (E) ROOF SHEATHING TYP. IRONRIDGE XR10 STANDARD RAIL IRONRIDGE XR10 COMPOSITION L FOOT CAN BE MOUNTED IN ANY ORIENTATION 7/16 X .75" NUT, FLANGE 3/8" BOLT PLACE SEALANT AROUND LAG BOLT AND UNDER STANDOFF BASE (2) 5/16" SELF TAPPING CORROSION RESISTANT LAG BOLT W/ 2.5" MIN. EMBEDMENT INTO FRAMING(E) ROOF FRAMING TYP. 1' - 5 " M A X CHEM LINK E-CURB SYSTEM QBASE LOW SLOPE MOUNT ATTACHMENT DETAIL NOT TO SCALE 1 MC P H E R S O N E N G I N E E R I N G Ju r u p a V a l l e y , C A 9 2 5 0 9 (9 0 9 ) 5 6 6 - 0 0 6 6 ry a n @ m c p e . g r o u p De s i g n e d b y 92 4 0 L i m o n i t e A v e 16 1 1 P O M O N A R D . S T E # 2 0 6 CO R O N A , C A 9 2 8 7 8 (9 5 1 ) 2 9 8 - 9 0 0 7 CS L B # 1 0 4 3 1 0 8 DA T E : 06 / 0 3 / 2 0 2 2 PL O T T E D : 12 / 1 4 / 2 0 2 2 DE S I G N E R : M . W . A H J : S A N T A A N A - C A 5. 2 8 0 k W p D C / 4. 7 7 2 k W p A C PH O T O V O L T A I C S Y S T E M P L A N RO B E R T K R A N I N G 39 1 8 S T I M B E R S T SA N T A A N A , C A 9 2 7 0 7 (6 1 9 ) 5 1 7 - 4 6 3 2 AP N : 4 1 0 0 3 4 0 6 MODULE MODULE WEIGHT (LBS)52.92 MODULE AREA (FT²)23.40 # OF MODULES 12 TOTAL PV SYSTEM WEIGHT (LBS)635.04 LOADING PER STANDOFF (PSF)74.09 TOTAL AREA (FT²)280.78 LOADING (PSF)2.76 STRUCTURAL DETAILS PV3 This item has been digitally signed and sealed on Dec 14, 2022 3918 S Timber St- 2017707802/23/23 ELECTRICAL EQUIPMENT LIST ITEM DESCRIPTION QTY MAIN SERVICE PANEL 14 (N) MAIN SERVICE PANEL & METER: 225A MAIN BUSBAR W/ (N) 200A END FED MAIN BREAKER 705.12(B)(2)(3)(b) 5 (N) PV BREAKER (N) 20A-2P, 240V AC 1 (N) JUNCTION BOX 6" X 6" X 4" UL LISTED, WATER-TIGHT NEMA TYPE 3, 13 (N) ENPHASE AC COMBINER BOX ENPHASE AC COMBINER BOX WITH IQ+ CONSOLIDATES INTERCONNECTION INTO A SINGLE ENCLOSURE 16 (N) ENPHASE COMBINER BOX BREAKER 6A MANUFACTURER INSTALLED 10A OR 15A BREAKER FOR ENVOY MONITORING (GATEWAY ENV-IQ-AM1-240 [CRD PCS])1 (N) AC DISCONNECT 1 SQUARE-D DU221RB, GENERAL USE SWITCH, 30A 2 POLE, LOCKABLE IN THE OFF POSITION, W/VISIBLE BLADES. 240V NON FUSIBLE NEMA 3R 7 20A BREAKER FOR SOLAR 1 ENPHASE IQ8PLUS-72-2-US (240V) [S|1] NEMA TYPE 6/ OUTDOOR CEC EFFICIENCY @ 240VAC = 97% WAC CONTINUOUS = 290W MAX. OUTPUT CURRENT = 1.21A MAX. INPUT CURRENT = 15A EQUIPPED WITH RAPID SHUTDOWN (N) MICRO INVERTER 122 (E) SUB PANEL 118125A, 240V, 1ɸNEMA 3R SURFACE MOUNT PV MODULE 121 M SOLAR TXS6-440144BB IP67/NEMA 6P OPEN CIRCUIT VOLTAGE (VOC) = 49.9V MAX. POWER VOLTAGE (VMP) = 41V SHORT CIRCUIT CURRENT (ISC) = 11.33A MAX. POWER CURRENT (IMP) = 10.74A (N) SUB PANEL 113125A, 240V, 1ɸNEMA 3R SURFACE MOUNT (N) SUB PANEL BREAKER 20A-2P, 240 114 (N) ENPHASE IQ SYSTEM CONTROLLER EP200G101-M240US00 200A MAX, 240VAC, 1ɸ, ENPHASE ENPOWER SMART SWITCH 110 (N) ESS FEEDER BREAKER (N) 40A-2P-240V 211 (N) CT METER CONSUMPTION MONITORING CT (PAIR)112 (N) BACKUP /PROTECTED LOAD SUB PANEL 1 100A MAX, 240V, 1ɸ,NEMA3R9 IQ GATEWAY BREAKER (N) 10A-2P-240v 115 IQ LOAD CONTROLLER TO BE USED TO CONTROL DEDICATED LOADS 116 (N) SUB PANEL FEEDER BREAKER 100A-2P, 240 117 PER CEC END FED MAIN BREAKER 705.12(B)(2)(3)(b) MSP BUS BAR = 225A 225Ax1.2=270A LARGEST OCPD : 270A-200A=70A KEY NOTES: - SOLID BARE E.G.C. (FREE-AIR) MOUNTED UNDER ARRAY - PER CEC 250.120(C): WHERE CONDUCTORS & GROUND WIRE ARE RUN EXPOSED ON FROM ARRAY TO J-BOX, CONDUCTORS & BARE GROUND WIRE SHALL BE CONCEALED INSTALL IN CONDUIT - PER CEC ARTICLE 690.35 INVERTER GROUND FAULT PROTECTION PROVIDED - ALL GROUNDS AND NEUTRALS BONDED TO EXISTING GROUNDING CONDUCTOR W/ IRREVERSIBLE CRIMP CONNECTOR. - BACKFED BREAKERS MUST BE LOCATED @ OPPOSITE END OF BUS BAR FROM MAIN BREAKER OR MAIN LUG ON GRID SIDE. WHEN A BACKFED BREAKER IS THE METHOD OF UTILITY INTERCONNECTION, BREAKER SHALL NOT READ 'LINE OR LOAD'. - PER CEC 250.64(C): CONDUCTOR SPLICES ONLY ALLOWED WITH COMPRESSION CONNECTORS OR EXOTHERMIC WELDING - ALL GROUNDS AND NEUTRALS BONDED TO EXISTING GROUNDING CONDUCTOR W/ IRREVERSIBLE CRIMP CONNECTOR. - VERIFY (E) UFER GROUND NEAR MSP. IF (E) UFER IS NOT ACCESSIBLE OR VERIFIABLE, INSTALL A NEW 5/8"Ø X 8' LONG EMBEDDED GROUNDING ROD AND BOND SOLAR SYSTEM EQUIPMENT GROUNDING ACCORDINGLY. 5 18 (BRANCH 1) 1 2 1 BRANCH OF 12 PV MODULES 2 120/240V 1-PH, 3W INCOMING UTILITY SERVICE MAIN BREAKER 120/240V 1-PH, 3W INCOMING UTILITY SERVICE M 4 11 200 METER # 222013-015710 6 1 3 JUNCTION BOX 3 4 7 6 6A 10 5 4 12 4 SOURCE SO U R C E LOAD EXISTING SYSTEM (11) LG315N1C-Z4 MODULE (1) ABB PVI-3.0-OUTD-S-US-ZA INVERTER (1) AC DISONNECT 14 13 E 11 9 100A LOAD 1 LOAD 2 7 15 16 6 7 17 15 15 PER CEC END FED MAIN BREAKER 705.12(B)(2)(3)(b) SUB PANEL BUS BAR = 125A 125Ax1.2=150A LARGEST OCPD : 150A-100A=50A MC P H E R S O N E N G I N E E R I N G Ju r u p a V a l l e y , C A 9 2 5 0 9 (9 0 9 ) 5 6 6 - 0 0 6 6 ry a n @ m c p e . g r o u p De s i g n e d b y 92 4 0 L i m o n i t e A v e 1 6 1 1 P O M O N A R D . S T E # 2 0 6 CO R O N A , C A 9 2 8 7 8 (9 5 1 ) 2 9 8 - 9 0 0 7 CS L B # 1 0 4 3 1 0 8 DA T E : 06 / 0 3 / 2 0 2 2 PL O T T E D : 1 2 / 1 4 / 2 0 2 2 DE S I G N E R : M . W . A H J : S A N T A A N A - C A 5. 2 8 0 k W p D C / 4. 7 7 2 k W p A C PH O T O V O L T A I C S Y S T E M P L A N RO B E R T K R A N I N G 39 1 8 S T I M B E R S T SA N T A A N A , C A 9 2 7 0 7 (6 1 9 ) 5 1 7 - 4 6 3 2 AP N : 4 1 0 0 3 4 0 6 SINGLE LINE DIAGRAM PV4 UNDERGROUND FED MSP BACKUP LOADS SCHEDULE LIGHTING LOADS (AFCI)2 BACKED UP LOADS NOT TO EXCEED 3000W AFCI PROTECTION REQUIRED IF PANEL IS >6' FROM MSP ALL MULTI WIRE CIRCUITS MUST BE BUNDLED AND PRESERVED AFCI PROTECTION REQUIRED IF PANEL IS >6' FROM MSP 3918 S Timber St- 2017707802/23/23 SUB INV ACD MSPIQSCIQCSUB EV (UNLESS BUSBAR IS FULLY RATED) (CEC 705.12) WHITE LETTERS WITH RED BACKGROUND M ARRAY J/B CEC 690.31(G)(3)(4) & CEC 690.13(G)(4) TO BE PLACED AT LEAST EVERY 10FT WHITE LETTERS WITH RED BACKGROUND CEC 690.56 (C)(3) WHITE LETTERS WITH RED BACKGROUND RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM WARNING: PHOTOVOLTAIC POWER SOURCE WARNING - Electri c Shock Hazard No user serviceable parts inside Cont act authorized servi ce providerfor assistance WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE CEC 690.13.G.3 & CEC 690.13.G.4 WHITE LETTERS WITH RED BACKGROUND CEC 690.15, 690.13(B) BLACK TEXT WITH YELLOW BACKGROUND CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED CEC 690.54 WHITE LETTERS WITH RED BACKGROUND CEC 690.17(E) WARNING ELECTRIC SHOCK HAZARD TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT ! PHOTOVOLTAIC SYSTEM AC DISCONNECT RATED AC OPERATING CURRENT 14.52 AMPS AC NOMINAL OPERATING VOLTAGE 240 VOLTS CEC 690.13(B) WHITE LETTERS WITH RED BACKGROUND BLACK OUTLINE WITH BLACK TEXT / WARNING IS IN BLACK TEXT AND ORANGE BACKGROUND A C SOLAR DISCONNECT SUB PANEL WARNING THIS EQUIPMENT FED BY MULTIPLE SOURCES. TOTAL RATING OF ALL OVERCURRENT DEVICES, EXCLUDING MAIN SUPPLY OVERCURRENT DEVICE, SHALL NOT EXCEED AMPACITY OF BUSBAR CEC 705.12 BLACK LETTERS WITH ORANGE BACKGROUND ! PV SUB PANEL ONLY CEC 690.56(C)(1)(A) BLACK OUTLINE WITH BLACK TEXT AND WHITE BACKGROUND / NOTE ON TOP IS IN BLACK TEXT AND YELLOW BACKGROUND SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY SOLAR ELECTRIC PV PANELS MC P H E R S O N E N G I N E E R I N G Ju r u p a V a l l e y , C A 9 2 5 0 9 (9 0 9 ) 5 6 6 - 0 0 6 6 ry a n @ m c p e . g r o u p De s i g n e d b y 92 4 0 L i m o n i t e A v e 16 1 1 P O M O N A R D . S T E # 2 0 6 CO R O N A , C A 9 2 8 7 8 (9 5 1 ) 2 9 8 - 9 0 0 7 CS L B # 1 0 4 3 1 0 8 DA T E : 06 / 0 3 / 2 0 2 2 PL O T T E D : 12 / 1 4 / 2 0 2 2 DE S I G N E R : M . W . A H J : S A N T A A N A - C A 5. 2 8 0 k W p D C / 4. 7 7 2 k W p A C PH O T O V O L T A I C S Y S T E M P L A N RO B E R T K R A N I N G 39 1 8 S T I M B E R S T SA N T A A N A , C A 9 2 7 0 7 (6 1 9 ) 5 1 7 - 4 6 3 2 AP N : 4 1 0 0 3 4 0 6 CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECT(S) LOCATED AS SHOWN. DANGEROUS VOLTAGE MAY BE PRESENT AT ALL TIMES "WARNING" PHOTOVOLTAIC ARRAY DISCONNECTION OF NEUTRAL OR GROUNDED CONDUCTORS MAY RESULT IN OVERVOLTAGE ON ARRAY OR INVERTER. 6x8" TYP. - CEC 705.10 NOTES 1. CEC ARTICLES 690 AND 705 AND CRC SECTION R331 MARKINGS SHOWN HEREON 2. ALL MARKINGS SHALL CONSIST OF THE FOLLOWING: A. UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR MACHINE PRINTED LETTERS OR ELECTRO-PLATING B. RED BACKGROUND COLOR WITH WHITE TEXT AND LINE WORK C. ARIAL FONT 3. ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN THE LOCATIONS SPECIFIED. 4. SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT USING POP-RIVETS OR SCREWS. 5. THE LABEL SHALL BE SUITABLE FOR THE ENVIRONMENT WHERE IT IS INSTALLED. 6. WHERE REQUIRED ELSEWHERE IN THIS CODE, ALL FIELD APPLIED LABELS, WARNINGS, AND MARKINGS SHOULD COMPLY WITH ANSI Z535.4 [CEC 110.21(B) FIELD MARKING]. 7. ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF PROPERLY ADHERED. VINYL SIGNS SHALL BE WEATHER RESISTANT [IFC 605.11.1.3] SIGNAGE PV53918 S TIMBER ST SANTA ANA, CA 92707 INVERTER AC DISCONNECT FOR UTILITY OPERATIONS (RAPID SHUTDOWN DEVICE) YOU ARE HERE SERVICE PANEL SUB PANEL IQ COMBINER (N) SOLAR MODULES (W/ SHUTDOWN) (E) SOLAR MODULES (W/ SHUTDOWN) SYSTEM CONTROLLER SUB PANEL 3918 S Timber St- 2017707802/23/23 MC P H E R S O N E N G I N E E R I N G Ju r u p a V a l l e y , C A 9 2 5 0 9 (9 0 9 ) 5 6 6 - 0 0 6 6 ry a n @ m c p e . g r o u p De s i g n e d b y 92 4 0 L i m o n i t e A v e 1 6 1 1 P O M O N A R D . S T E # 2 0 6 CO R O N A , C A 9 2 8 7 8 (9 5 1 ) 2 9 8 - 9 0 0 7 CS L B # 1 0 4 3 1 0 8 DA T E : 06 / 0 3 / 2 0 2 2 PL O T T E D : 1 2 / 1 4 / 2 0 2 2 DE S I G N E R : M . W . A H J : S A N T A A N A - C A 5. 2 8 0 k W p D C / 4. 7 7 2 k W p A C PH O T O V O L T A I C S Y S T E M P L A N RO B E R T K R A N I N G 39 1 8 S T I M B E R S T SA N T A A N A , C A 9 2 7 0 7 (6 1 9 ) 5 1 7 - 4 6 3 2 AP N : 4 1 0 0 3 4 0 6 MICRO /OPTIMIZER MAP PV6 INTERNAL USE ONLY 3918 S Timber St- 2017707802/23/23 Š1;ѴѴ;m|;L1b;m1‹ 9 busbar technology increases power by decreasing |_;7bv|-m1;0;|‰;;m0†v0-uv-m7|_;Cm];u]ub7Ѵbm; lruoˆ;7‰;-hbѴѴ†lbm-ঞomu;vromv; ou;ro‰;uo†|r†|;ˆ;mbmѴo‰;uѴb]_|1om7bঞomv v†1_-voˆ;u1-v|7-‹vouo@Ŋr;-hv†mѴb]_|_o†uv mঞ Panels rigorously tested to limit power 7;]u-7-ঞom1-†v;70‹ŝv|u-‹ŝ1†uu;m|v b]_‰bm7-m7vmo‰u;vbv|-m1; ƔķƓƏƏՓ-"mo‰o-7 ƑķƓƏƏՓ-)bm7o-7 ƑƔŊ‹;-u‰-uu-m|‹ "oѴ-ulo7†Ѵ;v-u;]†-u-m|;;7|ou;|-bm -|Ѵ;-v|ѶƓĺƒѷo=|_;bmbঞ-Ѵro‰;uo†|r†| rr;-Ѵbm];v|_;ঞ1v †ѴѴ‹0Ѵ-1hlo7†Ѵ;1u;-|;v-vѴ;;hķ†mb=oul-uu-‹ PID 25 1 5 12 15 25 100%M SOLAR STANDARD INDUSTRY STANDARD 80% 90% 86% 98% 25/25 ƑƔŊ‹;-uruo7†1| ‰-uu-m|‹ķƑƔŊ‹;-u output warranty 0.5% annual 7;]u-7-ঞom over 25 years www.msolarenergy.us 84.3%+ of the bmbࢼ-Ѳro‰;u o†|r†| UL 61730 | IEC 61215 | IEC 61730 144BB 440W HC Series mSolar 9BB Half-Cell Black Monocrystalline PERC PV Module Note: please read safety and installation instructions before using this product. Subject to change without prior notice. © 2021 mSolar, all rights reserved. Barcode 1 Dimensions (MM) I-V Curves of PV Module (365W)P-V Curves of PV Module (365W) Ѵ;1|ub1-Ѵ_-u-1|;ubvঞ1vŇ"$Ŗ Module Type TXS6-435144BB TXS6-440144BB TXS6-445144BB olbm-Ѵo‰;u)-‚l-ŠŐ)őŖƓƒƔƓƓƏƓƓƔ o‰;u†|r†|$oѴ;u-m1;l-ŠŐѷőƏŜƳƒƏŜƳƒƏŜƳƒ -Šbl†lo‰;u(oѴ|-];(lrŐ(őƓƏĺѶƓƐĺƏƓƐĺƑ -Šbl†lo‰;u†uu;m|lrŐőƐƏĺѵƕƐƏĺƕƓƐƏĺѶƐ r;mbu1†b|(oѴ|-];Ő(őƓƖĺƕƓƖĺƖƔƏĺƐ "_ou|bu1†b|†uu;m|v1ŐőƐƐĺƑѵƐƐĺƒƒƐƐĺƓƏ o7†Ѵ; L1b;m1‹ŐѷőƑƏĺƏƐƑƏĺƑƓƑƏĺƓƕ Ŗ"$Ő"|-m7-u7$;v|om7bঞomőĹuu-7b-m1;ƐƏƏƏ)ņlƑķo7†Ѵ;$;lr;u-|†u;ƑƔŦķƐĺƔ Ѵ;1|ub1-Ѵ_-u-1|;ubvঞ1vŇ$Ŗ -Šbl†lo‰;u)-‚l-ŠŐ)rőƒƑƔĺƑƒƑѶĺƖƒƒƑĺƕ -Šbl†lo‰;u(oѴ|-];(lrrŐ(őƒѶĺƐƒѶĺƑƒѶĺƓ -Šbl†lo‰;u†uu;m|lrrŐőѶĺƔƓѶĺѵƏѶĺѵѵ r;mbu1†b|(oѴ|-];(o1Ő(őƓѵĺƓƓѵĺѵƓѵĺƕ "_ou|bu1†b|†uu;m|v1ŐőƖĺƏƖƖĺƐƔƖĺƑƐ Ŗ$Őolbm-Ѵlo7†Ѵ;or;u-ঞm]|;lr;u-|†u;őĹuu-7b-m1;ѶƏƏ)ņlƑĺl0b;m|$;lr;u-|†u;ƑƏŦķƐĺƔķ)bm7"r;;7Ɛlņv Mechanical Data "oѴ-u;ѴѴvomo ! ;ѴѴvoub;m|-ঞomƐƓƓŐѵŠƑƓő o7†Ѵ;7bl;mvbomƑķƏƖƓŠƐķƏƒѶŠƒƔllՉb|_=u-l;ő );b]_|ƑƓh] Ѵ-vvƒĺƑllķb]_$u-mvlbvvbomķ!o-|;7$;lr;u;7Ѵ-vv †m1ঞomoŠѵѶķƒ bo7;v -0Ѵ;vƓllƑĸƐķƑƏƏll omm;1|ouvƓŊ1olr-ঞ0Ѵ; $;lr;u-|†u;!-ঞm]v $ƓƓŦƼƑŦ $;lr;u-|†u;1o;L1b;m|o=l-ŠŊƏĺƒѵѷņŦ $;lr;u-|†u;1o;L1b;m|o=(o1ŊƏĺƑƖѷņŦ $;lr;u-|†u;1o;L1b;m|o=v1ƏĺƏƔѷņŦ )ouhbm]om7bঞomv -Šbl†l"‹v|;l(oѴ|-];ƐƔƏƏ(  r;u-ঞm]$;lr;u-|†u;ŊƓƏŦŜƳѶƔŦ -Šbl†l";ub;v †v;ƑƏ -Šbl†lo-7Ő"mo‰ņ)bm7őƔķƓƏƏ-ņƑķƓƏƏ- bu;!-ঞm]$‹r;Ɛ 40 50 30 20 10 1.000 W/m2 800 W/m2 600 W/m2 400 W/m2 200 W/m 2 3 4 5 7 6 8 9 10 Cu r r e n t ( A ) 6U ] K X ͧ = ͨ Voltage (V) 1 0 135 95 175 255 215 295 335 415 375 460 0 Voltage [V] Po w e r [ W ] 0 10 20 30 40 50 0 50 100 150 200 250 300 350 400 Cells temp. = 25 °C Incident Irrad. = 1000 W/m² Incident Irrad. = 800 W/m² Incident Irrad. = 600 W/m² Incident Irrad. = 400 W/m² Incident Irrad. = 200 W/m² -1h-]bm] ;|-bѴv 31 Panels per pallet 22 Pallets per truck Pallet Stack Weight 3,412 lbs. (1,548 kg) Truck Weight 37,532 lbs. (17,024 kg) uom|(b;‰ -1h(b;‰ Barcode 2 Mounting holes Label Drainage holes Grounding holes Grounding identification Junction box 996 144BB 440W HC Series msolar 9BB Half-Cell Black Monocrystalline PERC PV Module Ŗ omo|1omm;1| †v;bmol0bm;uoЉb|_ |‰ooulou;v|ubm]vbmr-u-ѴѴ;Ѵ1omm;1ঞom Ŗ!;l-uhĹ Ѵ;1|ub1-Ѵ7-|-bm|_bv1-|-Ѵo]7omo| u;=;u|o-vbm]Ѵ;lo7†Ѵ;-m7|_;‹-u;mo|r-u| o=|_;o@;uĺ$_;‹omѴ‹v;uˆ;=ou1olr-ubvom -lom]7b@;u;m|lo7†Ѵ;|‹r;vĺ ŖŖѴ;-v;mo|;ķ|_;ļ bu;Ѵ-vvĽ!-ঞm]bv 7;vb]m-|;7=ou|_;=†ѴѴbmv|-ѴѴ;7(v‹v|;lķ ‰_b1_bm1Ѵ†7;vķ0†|bvmo|Ѵblb|;7|oķ|_; lo7†Ѵ;ķ|_;|‹r;o=lo†mঞm]†v;7ķrb|1_-m7 uoo=1olrovbঞomĺ 3918 S Timber St- 2017707802/23/23 IQ 8 a n d I Q 8 + M i c r o i n v e r t e r s Ou r n e w e s t I Q 8 M i c r o i n v e r t e r s a r e t h e i n d u s t r y ’ s fi r s t m i c r o g r i d - f o r m i n g , s o f t w a r e - de fi n e d m i c r o i n v e r t e r s w i t h s p l i t - p h a s e p o w e r c o n v e r s i o n c a p a b i l i t y t o c o n v e r t D C po w e r t o A C p o w e r e fficiently. The brain of the semiconductor-based microinverter is our proprietary application-specific integrated circuit (ASIC) which enables the microinverter to operate in grid-tied or off-grid modes. This chip is built in advanced 55nm technology with high speed digital logic and has super-fast response times to changing loads and grid events, alleviating constraints on battery sizing for home energy systems. Pa r t o f t h e E n p h a s e E n e r g y S y s t e m , I Q 8 S e r i e s Mi c r o i n v e r t e r s i n t e g r a t e w i t h t h e E n p h a s e I Q Ba t t e r y , E n p h a s e I Q G a t e w a y , a n d t h e E n p h a s e Ap p m o n i t o r i n g a n d a n a l y s i s s o f t w a r e . IQ 8 S e r i e s M i c r o i n v e r t e r s r e d e fi n e r e l i a b i l i t y st a n d a r d s w i t h m o r e t h a n o n e m i l l i o n cu m u l a t i v e h o u r s o f p o w e r - o n t e s t i n g , en a b l i n g a n i n d u s t r y - l e a d i n g l i m i t e d w a r r a n t y of u p t o 2 5 y e a r s . Co n n e c t P V m o d u l e s q u i c k l y a n d e a s i l y t o IQ 8 S e r i e s M i c r o i n v e r t e r s u s i n g t h e i n c l u d e d Q- D C C - 2 a d a p t e r c a b l e w i t h p l u g - n - p l a y M C 4 co n n e c t o r s . IQ 8 S e r i e s M i c r o i n v e r t e r s a r e U L L i s t e d a s PV   R a p i d S h u t D o w n E q u i p m e n t a n d c o n f o r m wi t h v a r i o u s r e g u l a t i o n s , w h e n i n s t a l l e d ac c o r d i n g t o m a n u f a c t u r e r ’ s i n s t r u c t i o n s . Ea s y t o i n s t a l l • L i g h t w e i g h t a n d c o m p a c t w i t h pl u g - n - p l a y c o n n e c t o r s • P o w e r L i n e C o m m u n i c a t i o n (P L C ) b e t w e e n c o m p o n e n t s • F a s t e r i n s t a l l a t i o n w i t h s i m p l e tw o - w i r e c a b l i n g Hi g h p r o d u c t i v i t y a n d r e l i a b i l i t y • P r o d u c e p o w e r e v e n w h e n t h e gr i d i s d o w n • M o r e t h a n o n e m i l l i o n c u m u l a t i v e ho u r s o f t e s t i n g • C l a s s I I d o u b l e - i n s u l a t e d en c l o s u r e • O p t i m i z e d f o r t h e l a t e s t h i g h - po w e r e d P V m o d u l e s Mi c r o g r i d - f o r m i n g • C o m p l i e s w i t h t h e l a t e s t ad v a n c e d g r i d s u p p o r t • R e m o t e a u t o m a t i c u p d a t e s f o r th e l a t e s t g r i d r e q u i r e m e n t s • C o n fi g u r a b l e t o s u p p o r t a w i d e ra n g e o f g r i d p r o fi l e s • M e e t s C A R u l e 2 1 ( U L 1 7 4 1 - S A ) re q u i r e m e n t s © 2 0 2 1 E n p h a s e E n e r g y . A l l r i g h t s r e s e r v e d . E n p h a s e , t h e E n p h a s e l o g o , I Q 8 m i c r o i n v e r t e r s , an d o t h e r n a m e s a r e t r a d e m a r k s o f E n p h a s e E n e r g y , I n c . D a t a s u b j e c t t o c h a n g e . IQ 8 S P - D S - 0 0 0 2 - 0 1 - E N - U S - 2 0 2 1 - 1 0 - 1 9 DA T A   S H E E T (1 ) N o e n f o r c e d D C / A C r a t i o . S e e t h e c o m p a t i b i l i t y c a l c u l a t o r a t h t t p s : / / l i n k . e n p h a s e . c o m / mo d u l e - c o m p a t i b i l i t y ( 2 )   M a x i m u m c o n t i n u o u s i n p u t D C c u r r e n t i s 1 0 . 6 A ( 3 ) N o m i n a l v o l t a g e ra n g e c a n b e e x t e n d e d b e y o n d n o m i n a l i f r e q u i r e d b y t h e u t i l i t y . ( 4 ) L i m i t s m a y v a r y . R e f e r t o lo c a l r e q u i r e m e n t s t o d e fi n e t h e n u m b e r o f m i c r o i n v e r t e r s p e r b r a n c h i n y o u r a r e a . IQ 8 a n d I Q 8 + M i c r o i n v e r t e r s I N P U T D A T A ( D C ) I Q 8 - 6 0 - 2 - U S IQ 8 P L U S - 7 2 - 2 - U S Co m m o n l y u s e d m o d u l e p a i r i n g s 1 W 23 5 – 3 5 0 23 5 – 4 4 0 Mo d u l e c o m p a t i b i l i t y 60 - c e l l / 1 2 0 h a l f - c e l l 60 - c e l l / 1 2 0 h a l f - c e l l a n d 7 2 - c e l l / 1 4 4 h a l f - c e l l MP P T v o l t a g e r a n g e V 27 – 3 7 29 – 4 5 Op e r a t i n g r a n g e V 25 – 4 8 25 – 5 8 Mi n / m a x s t a r t v o l t a g e V 30 / 4 8 30 / 5 8 Ma x i n p u t D C v o l t a g e V 50 60 Ma x D C c u r r e n t 2 [ m o d u l e I s c ] A 15 Ov e r v o l t a g e c l a s s D C p o r t II DC p o r t b a c k f e e d c u r r e n t mA 0 PV a r r a y c o n fi g u r a t i o n 1x 1 U n g r o u n d e d a r r a y ; N o a d d i t i o n a l D C s i d e p r o t e c t i o n r e q u i r e d ; A C s i d e p r o t e c t i o n r e q u i r e s m a x 2 0 A p e r b r a n c h c i r c u i t O U T P U T D A T A ( A C ) I Q 8 - 6 0 - 2 - U S IQ 8 P L U S - 7 2 - 2 - U S Pe a k o u t p u t p o w e r VA 24 5 30 0 Ma x c o n t i n u o u s o u t p u t p o w e r VA 24 0 29 0 No m i n a l ( L - L ) v o l t a g e / r a n g e 3 V 24 0 / 2 1 1 – 2 6 4 Ma x c o n t i n u o u s o u t p u t c u r r e n t A 1. 0 1. 2 1 No m i n a l f r e q u e n c y Hz 60 Ex t e n d e d f r e q u e n c y r a n g e Hz 50 – 6 8 Ma x u n i t s p e r 2 0 A ( L - L ) b r a n c h c i r c u i t 4 16 13 To t a l h a r m o n i c d i s t o r t i o n <5 % Ov e r v o l t a g e c l a s s A C p o r t II I AC p o r t b a c k f e e d c u r r e n t mA 30 Po w e r f a c t o r s e t t i n g 1. 0 Gr i d - t i e d p o w e r f a c t o r ( a d j u s t a b l e ) 0. 8 5 l e a d i n g – 0 . 8 5 l a g g i n g Pe a k e fficiency % 97 . 5 97 . 6 CE C w e i g h t e d e fficiency % 97 97 Ni g h t - t i m e p o w e r c o n s u m p t i o n mW 60 M E C H A N I C A L D A T A Am b i e n t t e m p e r a t u r e r a n g e -4 0 º C t o + 6 0 º C ( - 4 0 º F t o + 1 4 0 º F ) Re l a t i v e h u m i d i t y r a n g e 4% t o 1 0 0 % ( c o n d e n s i n g ) DC C o n n e c t o r t y p e MC 4 Di m e n s i o n s ( H x W x D ) 21 2 m m ( 8 . 3 ” ) x 1 7 5 m m ( 6 . 9 ” ) x 3 0 . 2 m m ( 1 . 2 ” ) We i g h t 1. 0 8 k g ( 2 . 3 8 l b s ) Co o l i n g Na t u r a l c o n v e c t i o n – n o f a n s Ap p r o v e d f o r w e t l o c a t i o n s Ye s Ac o u s t i c n o i s e a t 1 m <6 0 d B A Po l l u t i o n d e g r e e PD 3 En c l o s u r e Cl a s s I I d o u b l e - i n s u l a t e d , c o r r o s i o n r e s i s t a n t p o l y m e r i c e n c l o s u r e En v i r o n . c a t e g o r y / U V e x p o s u r e r a t i n g NE M A T y p e 6 / o u t d o o r CO M P L I A N C E Ce r t i fi c a t i o n s CA R u l e 2 1 ( U L 1 7 4 1 - S A ) , U L 6 2 1 0 9 - 1 , U L 1 7 4 1 / I E E E 1 5 4 7 , F C C P a r t 1 5 C l a s s B , I C E S - 0 0 0 3 C l a s s B , C A N / C S A - C 2 2 . 2 N O . 1 0 7 . 1 - 0 1 Th i s p r o d u c t i s U L L i s t e d a s P V R a p i d S h u t D o w n E q u i p m e n t a n d c o n f o r m s w i t h N E C 2 0 1 4 , N E C 2 0 1 7 , a n d N E C 2 0 2 0 s e c t i o n 69 0 . 1 2 a n d C 2 2 . 1 - 2 0 1 8 R u l e 6 4 - 2 1 8 R a p i d S h u t d o w n o f P V S y s t e m s , f o r A C a n d D C c o n d u c t o r s , w h e n i n s t a l l e d a c c o r d i n g t o ma n u f a c t u r e r ’ s i n s t r u c t i o n s . IQ 8 S P - D S - 0 0 0 2 - 0 1 - E N - U S - 2 0 2 1 - 1 0 - 1 9 X- I Q - A M 1 - 2 4 0 - 4 Th e En p h a s e I Q C o m b i n e r 4 / 4 C w i t h E n p h a s e IQ G a t e w a y a n d i n t e g r a t e d L T E - M 1 c e l l mo d e m ( i n c l u d e d o n l y w i t h I Q C o m b i n e r 4 C ) co n s o l i d a t e s i n t e r c o n n e c t i o n e q u i p m e n t in t o a s i n g l e e n c l o s u r e a n d s t r e a m l i n e s I Q mi c r o i n v e r t e r s a n d s t o r a g e i n s t a l l a t i o n s b y pr o v i d i n g a c o n s i s t e n t , p r e - w i r e d s o l u t i o n f o r re s i d e n t i a l a p p l i c a t i o n s . I t o f f e r s u p t o f o u r 2- p o l e i n p u t c i r c u i t s a n d E a t o n B R s e r i e s bu s b a r a s s e m b l y . En p h a s e IQ C o m b i n e r 4 / 4 C X- I Q - A M 1 - 2 4 0 - 4 X- I Q - A M 1 - 2 4 0 - 4 C To l e a r n m o r e a b o u t E n p h a s e o f f e r i n g s , v i s i t en p h a s e . c o m Da t a S h e e t En p h a s e N e t w o r k i n g Sm a r t • I n c l u d e s I Q G a t e w a y f o r c o m m u n i c a t i o n a n d c o n t r o l • I n c l u d e s E n p h a s e M o b i l e C o n n e c t c e l l u l a r m o d e m (CE L L M O D E M - M 1 - 0 6 - S P - 0 5 ) , i n c l u d e d o n l y w i t h I Q Co m b i n e r 4 C • I n c l u d e s s o l a r s h i e l d t o m a t c h E n p h a s e I Q B a t t e r y EI W X L I X M G W  E R H  H I ƥ I G X  L I E X • F l e x i b l e n e t w o r k i n g s u p p o r t s W i - F i , Et h e r n e t , o r c e l l u l a r • O p t i o n a l A C r e c e p t a c l e a v a i l a b l e f o r P L C b r i d g e • P r o v i d e s p r o d u c t i o n m e t e r i n g a n d c o n s u m p t i o n mo n i t o r i n g Si m p l e • C e n t e r e d m o u n t i n g b r a c k e t s s u p p o r t s i n g l e st u d m o u n t i n g • S u p p o r t s b o t t o m , b a c k a n d s i d e c o n d u i t e n t r y • U p t o f o u r 2 - p o l e b r a n c h c i r c u i t s f o r 2 4 0 V A C pl u g - i n b r e a k e r s ( n o t i n c l u d e d ) • 8 0 A t o t a l P V o r s t o r a g e b r a n c h c i r c u i t s Re l i a b l e ŵ ( Y V E F P I  2 6 8 0  G I V X M Ƥ I H  2 ) 1 %  X ] T I   6  I R G P S W Y V I • F i v e - y e a r l i m i t e d w a r r a n t y • T w o y e a r s l a b o r r e i m b u r s e m e n t p r o g r a m c o v e r a g e in c l u d e d f o r b o t h t h e I Q C o m b i n e r S K U ' s • U L l i s t e d X- I Q - A M 1 - 2 4 0 - 4 C X I Q A M1 2 40 X- I Q - A M 1 - 2 4 0 - 4 0-4C 0 4 C To l e a r n m o r e a b o u t E n p h a s e o f f e r i n g s , v i s i t en p h a s e . c o m © 2 0 2 1 E n p h a s e E n e r g y . A l l r i g h t s r e s e r v e d . E n p h a s e , t h e E n p h a s e l o g o , I Q C o m b i n e r 4 / 4 C , a n d o t h e r n a m e s a r e t r a d e m a r k s o f En p h a s e E n e r g y , I n c . D a t a s u b j e c t t o c h a n g e . 1 0 - 2 1 - 2 0 2 1 M O D E L N U M B E R IQ C o m b i n e r 4 ( X - I Q - A M 1 - 2 4 0 - 4 ) IQ C o m b i n e r 4 w i t h E n p h a s e I Q G a t e w a y p r i n t e d c i r c u i t b o a r d f o r i n t e g r a t e d r e v e n u e g r a d e P V p r o d u c t i o n m e t e r i n g ( A N S I C1 2 . 2 0 + / - 0 . 5 % ) a n d c o n s u m p t i o n m o n i t o r i n g ( + / - 2 . 5 % ) . I n c l u d e s a s i l v e r s o l a r s h i e l d t o m a t c h t h e I Q B a t t e r y s y s t e m a n d -5  7 ] W X I Q  ' S R X V S P P I V    E R H  X S  H I ƥ I G X  L I E X  IQ C o m b i n e r 4 C ( X - I Q - A M 1 - 2 4 0 - 4 C ) IQ C o m b i n e r 4 C w i t h E n p h a s e I Q G a t e w a y p r i n t e d c i r c u i t b o a r d f o r i n t e g r a t e d r e v e n u e g r a d e P V p r o d u c t i o n m e t e r i n g (A N S I C 1 2 . 2 0 + / - 0 . 5 % ) a n d c o n s u m p t i o n m o n i t o r i n g ( + / - 2 . 5 % ) . I n c l u d e s E n p h a s e M o b i l e C o n n e c t c e l l u l a r m o d e m (C E L L M O D E M - M 1 - 0 6 - S P - 0 5 ) , a p l u g - a n d - p l a y i n d u s t r i a l - g r a d e c e l l m o d e m f o r s y s t e m s u p t o 6 0 m i c r o i n v e r t e r s . (A v a i l a b l e i n t h e U S , C a n a d a , M e x i c o , P u e r t o R i c o , a n d t h e U S V i r g i n I s l a n d s , w h e r e t h e r e i s a d e q u a t e c e l l u l a r s e r v i c e i n XL I  M R W X E P P E X M S R  E V I E   - R G P Y H I W  E  W M P Z I V  W S P E V  W L M I P H  X S  Q E X G L  X L I  - 5  & E X X I V ]  E R H  - 5  7 ] W X I Q  ' S R X V S P P I V   E R H  X S  H I ƥ I G X  L I E X  AC C E S S O R I E S A N D R E P L A C E M E N T P A R T S (n o t i n c l u d e d , o r d e r s e p a r a t e l y ) En s e m b l e C o m m u n i c a t i o n s K i t CO M M S - C E L L M O D E M - M 1 - 0 6 CE L L M O D E M - M 1 - 0 6 - S P - 0 5 CE L L M O D E M - M 1 - 0 6 - A T - 0 5 - I n c l u d e s C O M M S - K I T - 0 1 a n d C E L L M O D E M - M 1 - 0 6 - S P - 0 5 w i t h 5 - y e a r S p r i n t d a t a p l a n f o r En s e m b l e s i t e s - 4 G b a s e d L T E - M 1 c e l l u l a r m o d e m w i t h 5 - y e a r S p r i n t d a t a p l a n - 4 G b a s e d L T E - M 1 c e l l u l a r m o d e m w i t h 5 - y e a r A T & T d a t a p l a n Ci r c u i t B r e a k e r s BR K - 1 0 A - 2 - 2 4 0 V BR K - 1 5 A - 2 - 2 4 0 V BR K - 2 0 A - 2 P - 2 4 0 V BR K - 1 5 A - 2 P - 2 4 0 V - B BR K - 2 0 A - 2 P - 2 4 0 V - B 7Y T T S V X W  ) E X S R  & 6      & 6      & 6      & 6      & 6      & 6      E R H  & 6     G M V G Y M X  F V I E O I V W  Ci r c u i t b r e a k e r , 2 p o l e , 1 0 A , E a t o n B R 2 1 0 Ci r c u i t b r e a k e r , 2 p o l e , 1 5 A , E a t o n B R 2 1 5 Ci r c u i t b r e a k e r , 2 p o l e , 2 0 A , E a t o n B R 2 2 0 Ci r c u i t b r e a k e r , 2 p o l e , 1 5 A , E a t o n B R 2 1 5 B w i t h h o l d d o w n k i t s u p p o r t Ci r c u i t b r e a k e r , 2 p o l e , 2 0 A , E a t o n B R 2 2 0 B w i t h h o l d d o w n k i t s u p p o r t EP L C - 0 1 Po w e r l i n e c a r r i e r ( c o m m u n i c a t i o n b r i d g e p a i r ) , q u a n t i t y - o n e p a i r XA - S O L A R S H I E L D - E S Re p l a c e m e n t s o l a r s h i e l d f o r I Q C o m b i n e r 4 / 4 C <%  4 0 9 +       Ac c e s s o r y r e c e p t a c l e f o r P o w e r L i n e C a r r i e r i n I Q C o m b i n e r 4 / 4 C ( r e q u i r e d f o r E P L C - 0 1 ) <%  ) 2 :  4 ' & %   Re p l a c e m e n t I Q G a t e w a y p r i n t e d c i r c u i t b o a r d ( P C B ) f o r C o m b i n e r 4 / 4 C X- I Q - N A - H D - 1 2 5 A Ho l d d o w n k i t f o r E a t o n c i r c u i t b r e a k e r w i t h s c r e w s . EL E C T R I C A L S P E C I F I C A T I O N S Ra t i n g Co n t i n u o u s d u t y Sy s t e m v o l t a g e 12 0 / 2 4 0 V A C , 6 0 H z Ea t o n B R s e r i e s b u s b a r r a t i n g 12 5 A Ma x . c o n t i n u o u s c u r r e n t r a t i n g 65 A Ma x . c o n t i n u o u s c u r r e n t r a t i n g ( i n p u t f r o m P V / s t o r a g e ) 64 A Ma x . f u s e / c i r c u i t r a t i n g ( o u t p u t ) 90 A Br a n c h c i r c u i t s ( s o l a r a n d / o r s t o r a g e ) Up t o f o u r 2 - p o l e E a t o n B R s e r i e s D i s t r i b u t e d G e n e r a t i o n ( D G ) b r e a k e r s o n l y ( n o t i n c l u d e d ) Ma x . t o t a l b r a n c h c i r c u i t b r e a k e r r a t i n g ( i n p u t ) 80 A o f d i s t r i b u t e d g e n e r a t i o n / 9 5 A w i t h I Q G a t e w a y b r e a k e r i n c l u d e d Pr o d u c t i o n m e t e r i n g C T 20 0 A s o l i d c o r e p r e - i n s t a l l e d a n d w i r e d t o I Q G a t e w a y Co n s u m p t i o n m o n i t o r i n g C T ( C T - 2 0 0 - S P L I T ) A p a i r o f 2 0 0 A s p l i t c o r e c u r r e n t t r a n s f o r m e r s M E C H A N I C A L D A T A Di m e n s i o n s ( W x H x D )     \       \       G Q       ű  \      ű  \      ű   , I M K L X  M W              G Q  [ M X L  Q S Y R X M R K  F V E G O I X W  We i g h t    O K       P F W Am b i e n t t e m p e r a t u r e r a n g e -4 0 º C t o + 4 6 º C ( - 4 0 º t o 1 1 5 º F ) Co o l i n g Na t u r a l c o n v e c t i o n , p l u s h e a t s h i e l d En c l o s u r e e n v i r o n m e n t a l r a t i n g 3Y X H S S V   2 6 8 0  G I V X M Ƥ I H   2 ) 1 %  X ] T I   6   T S P ] G E V F S R E X I  G S R W X V Y G X M S R Wi r e s i z e s • 2 0 A t o 5 0 A b r e a k e r i n p u t s : 1 4 t o 4 A W G c o p p e r c o n d u c t o r s • 6 0 A b r e a k e r b r a n c h i n p u t : 4 t o 1 / 0 A W G c o p p e r c o n d u c t o r s • M a i n l u g c o m b i n e d o u t p u t : 1 0 t o 2 / 0 A W G c o p p e r c o n d u c t o r s • N e u t r a l a n d g r o u n d : 1 4 t o 1 / 0 c o p p e r c o n d u c t o r s Al w a y s f o l l o w l o c a l c o d e r e q u i r e m e n t s f o r c o n d u c t o r s i z i n g . Al t i t u d e To 2 0 0 0 m e t e r s ( 6 , 5 6 0 f e e t ) IN T E R N E T C O N N E C T I O N O P T I O N S In t e g r a t e d W i - F i 80 2 . 1 1 b / g / n Ce l l u l a r CE L L M O D E M - M 1 - 0 6 - S P - 0 5 , C E L L M O D E M - M 1 - 0 6 - A T - 0 5 ( 4 G b a s e d L T E - M 1 c e l l u l a r m o d e m ) . N o t e t h a t a n E n p h a s e Mo b i l e C o n n e c t c e l l u l a r m o d e m i s r e q u i r e d f o r a l l E n s e m b l e i n s t a l l a t i o n s . Et h e r n e t 3T X M S R E P          ' E X  )  S V  ' E X    9 8 4  ) X L I V R I X  G E F P I   R S X  M R G P Y H I H CO M P L I A N C E Co m p l i a n c e , I Q C o m b i n e r 90        ' % 2  ' 7 %  '      2 S              ' * 6   4 E V X      ' P E W W  &   - ' ) 7     Pr o d u c t i o n m e t e r i n g : A N S I C 1 2 . 2 0 a c c u r a c y c l a s s 0 . 5 ( P V p r o d u c t i o n ) Co n s u m p t i o n m e t e r i n g : a c c u r a c y c l a s s 2 . 5 Co m p l i a n c e , I Q G a t e w a y UL 6 0 6 0 1 - 1 / C A N C S A 2 2 . 2 N o . 6 1 0 1 0 - 1 En p h a s e I Q C o m b i n e r 4 / 4 C 3918 S Timber St- 2017707802/23/23  1 8 1 5 W D i e h l R d , N a p e r v i l l e , I L 6 0 5 6 3 63 0 - 2 1 9 - 1 9 9 7 ( P ) ww w . s t r u c t u r a l e n g i n u i t y i n c . c o m  Ap r i l 1 3 , 2 0 2 0 At t n : M r . M a r s h a l l G r e e n Qu i c k M o u n t P V Di r e c t o r o f E n g i n e e r i n g 27 0 0 Mi t c h e l l Dr . , Bl d g 2 Wa l n u t Cr e e k , CA 94 5 9 8 RE : Q u i c k M o u n t P V Q B a s e St a t e o f C a l i f o r n i a C e r t i f i c a t i o n L e t t e r SE I P r o j e c t N o . : 1 9 5 8 3 . 0 0 De a r M r . G r e e n : St r u c t u r a l E n g i n u i t y I n c . ( S E I ) s u b m i t s t h i s l e t t e r r e g a r d i n g o u r r e v i e w o f t h e t e s t d a t a f o r t h e Qu i c k M o u n t P V ( Q M P V ) Q B a s e ( Q M N C , Q M U T M , Q M S F T , Q M N S , a n d Q M L S H i n 3 . 7 5 , 5 , 7 , 9 & 1 2 ” h e i g h t s ) p h o t o v o l t a i c ( P V ) a r r a y m o u n t i n g b r a c k e t s . T h e Q B a s e m o u n t i n g b r a c k e t co n s i s t s o f a n a l u m i n u m p o s t o f v a r y i n g h e i g h t , a c a s t a l u m i n u m b a s e , a c o n n e c t i n g s c r e w , a n d tw o w o o d l a g s c r e w s . Th e r e v i e w w a s b a s e d o n t h e f o l l o w i n g r e f e r e n c e d a t a : x A p p l i e d M a t e r i a l s & E n g i n e e r i n g , N e w C o n s t r u c t i o n C o m p o s i t i o n M o u n t ( Q M N C 3 - 3/ 4 ” F i n i s h e d H e i g h t ) L o a d T e s t i n g , P r o j e c t N u m b e r 1 1 1 1 1 4 C , M a r c h 2 3 , 2 0 1 1 x A p p l i e d M a t e r i a l s & E n g i n e e r i n g , L o w S l o p e M o u n t Q M L S - 9 H a r d w a r e L o a d T e s t i n g , Pr o j e c t N u m b e r 1 1 1 2 0 3 C , M a y 5 , 2 0 1 1 x A p p l i e d M a t e r i a l s & E n g i n e e r i n g , L o w S l o p e M o u n t Q M L S - 1 2 H a r d w a r e L o a d Te s t i n g , P r o j e c t N u m b e r 1 1 1 2 0 4 C , M a y 9 , 2 0 1 1 x A p p l i e d M a t e r i a l s & E n g i n e e r i n g , L o w S l o p e M o u n t Q M L S - 7 H a r d w a r e L o a d T e s t i n g , Pr o j e c t N u m b e r 1 1 1 3 1 6 C , J u l y 5 , 2 0 1 1 x A p p l i e d M a t e r i a l s & E n g i n e e r i n g , Q u i c k M o u n t Q B a s e w i t h 4 . 5 ” P o s t a s U s e d i n L o w Sl o p e M o u n t ( Q M L S H - 5 ) & S t a n d a r d F l a t T i l e M o u n t ( Q M S F T ) L o a d T e s t i n g , P r o j e c t Nu m b e r 1 1 1 2 0 4 C , M a r c h 2 3 , 2 0 2 0 AM E i s a l i c e n s e d t e s t i n g a n d e n g i n e e r i n g f i r m l o c a t e d i n C a l i f o r n i a , w h e r e t h e t e s t i n g o f t h e QB a s e a s s e m b l y w a s p e r f o r m e d . T h e Q B a s e a s s e m b l y i s d e s i g n e d t o s u p p o r t a n d f a s t e n r a i l s an d P V m o d u l e s m a n u f a c t u r e d b y o t h e r s t o t h e s t r u c t u r a l r o o f f r a m i n g t h r o u g h p l y w o o d o r O S B sh e a t h i n g a n d a v a r i e t y o f r o o f i n g m a t e r i a l s i n c l u d i n g T P O , P V C , E P D M , b u i l t - u p r o o f i n g , co m p o s i t i o n s h i n g l e s , t i l e , s h a k e , a n d s l a t e . F i g u r e 1 b e l o w d e l i n e a t e s t h e c o m p o n e n t s o f t h e QB l o c k a s s e m b l y .  1 8 1 5 W D i e h l R d , N a p e r v i l l e , I L 6 0 5 6 3 63 0 - 2 1 9 - 1 9 9 7 ( P ) ww w . s t r u c t u r a l e n g i n u i t y i n c . c o m  FI G U R E 1 : Q B a s e A s s e m b l y Te s t i n g o f t h e Q B a s e a s s e m b l y c o n s i s t e d o f t e s t s p e c i m e n s t h a t w e r e m a d e u p o f t h e f o l l o w i n g : - a w o o d t e s t b e d r e p r e s e n t i n g a w o o d f r a m e d r o o f t h a t i s c o m p r i s e d o f 1 / 2 ” p l y w o o d A P A ra t e d S t r u c t u r a l I s h e a t h i n g o v e r 1 6 ” l o n g 2 ” x 4 ” r a f t e r s c o v e r e d w i t h r o o f i n g p a p e r . - a Q P M V Q B a s e b r a c k e t a t t a c h e d t o r a f t e r s u s i n g t w o  5/ 1 6 ” Ø x 3 ” l a g s c r e w s w i t h a mi n i m u m p e n e t r a t i o n o f 2 ” i n t o t h e s t r u c t u r a l m e m b e r s , Th e t e s t p r o c e d u r e s w e r e c r e a t e d t o s i m u l a t e t h e r e a c t i o n s t h a t w o u l d b e a p p l i e d t o t h e Q B a s e as s e m b l y d u e t o t h e e n v i r o n m e n t a l l o a d s p r o j e c t e d o n a P V s o l a r r o o f a r r a y t h a t i s f a s t e n e d t o a ro o f b y t h e Q B l o c k s y s t e m . T h e t e s t s w e r e s i m u l a t e d f o r t h e e n v i r o n m e n t a l l o a d s a s f o l l o w s : - T e n s i o n l o a d t e s t s i m u l a t e d w i n d u p l i f t t h a t w a s n o r m a l t o t h e s l o p e o f t h e r o o f m i n u s se l f - w e i g h t o f t h e P V m o d u l e s , - L a t e r a l l o a d p a r a l l e l t o t h e r a f t e r s s i m u l a t e d p a r a l l e l t o r o o f f o r c e c o m p o n e n t o f do w n w a r d s n o w a n d s e l f - w e i g h t l o a d s , - L a t e r a l l o a d p e r p e n d i c u l a r t o t h e r a f t e r s s i m u l a t e d p e r p e n d i c u l a r t o r o o f f o r c e c o m p o n e n t of s e i s m i c l o a d s ,  1 8 1 5 W D i e h l R d , N a p e r v i l l e , I L 6 0 5 6 3 63 0 - 2 1 9 - 1 9 9 7 ( P ) ww w . s t r u c t u r a l e n g i n u i t y i n c . c o m  Th e e v a l u a t i o n w a s l i m i t e d t o t h e c o m p o n e n t s o f t h e Q B a s e t h a t a r e m a n u f a c t u r e d b y Q u i c k Mo u n t P V w i t h t e s t s p e c i m e n s i n s t a l l e d i n c o n f o r m a n c e w i t h Q u i c k M o u n t P V ’ s p r o d u c t in s t a l l a t i o n m a n u a l a n d s p e c i f i c a t i o n s . E l e m e n t s o f t h e t e s t s p e c i m e n t h a t a r e n o t m a n u f a c t u r e d by Q u i c k M o u n t P V , s u c h a s t h e r o o f r a f t e r s , r a i l s , a n d P V m o d u l e s , w e r e n o t a n a l y z e d i n S E I ’ s ev a l u a t i o n o f t h e Q M P V Q B a s e p r o d u c t ; t h e r e f o r e , l o a d c a p a c i t i e s o f t h e s e e x t e r n a l e l e m e n t s sh o u l d b e d e t e r m i n e d b y o t h e r s o r r e f e r e n c e d b y t e s t d a t a p r o v i d e d b y t h e m a n u f a c t u r e r s o f th e s e e l e m e n t s . T h e f o l l o w i n g t a b l e s l i s t t h e a l l o w a b l e l o a d s d e t e r m i n e d f r o m t h e c o m b i n e d re s u l t s f r o m t h e A M E T e s t R e p o r t s , i n c o n f o r m a n c e w i t h t h e 2 0 1 8 I n t e r n a t i o n a l B u i l d i n g C o d e an d I n t e r n a t i o n a l R e s i d e n t i a l C o d e a s w e l l a s t h e 2 0 1 9 C a l i f o r n i a B u i l d i n g C o d e a n d C a l i f o r n i a Re s i d e n t i a l C o d e f o r v e r i f y i n g c a p a c i t y o f t h e Q u i c k M o u n t P V Q B a s e t o b e u s e d a s a f a s t e n e r fo r r o o f m o u n t e d P V S o l a r A r r a y s i n t h e s t a t e o f C a l i f o r n i a . N o a d d i t i o n a l l o a d d u r a t i o n f a c t o r s ma y b e a p p l i e d t o t h e s e v a l u e s . Sh o u l d y o u h a v e a n y q u e s t i o n s r e l a t i n g t o t h i s m a t t e r p l e a s e c o n t a c t m e a t y o u r c o n v e n i e n c e . Si n c e r e l y , Pe t e r Ma r t i n Al l a n T. My k e t , P. E . En g i n e e r II I Pr e s i d e n t / F o u n d e r pm a r t i n @ s t r u c t u r a l e n g i n u i t y i n c . c o m am y k e t @ s t r u c t u r a l e n g i n u i t y i n c . c o m St r u c t u r a l E n g i n u i t y , I n c . Si n c e r e l y , P t M t i nv e n i e n c e . co m 4/ 1 4 / 2 0 2 0 Lo a d i n g  Co n d i t i o n F i n i s h e d  He i g h t  of  Mo u n t Me a n  Te s t e d  Pe a k  Lo a d  (l b s ) Mi n i m u m  Te s t e d  Pe a k  Lo a d  (l b s ) No .  of  Te s t s A l l o w a b l e  Lo a d  (l b s ) Te n s i o n Al l  Mo u n t s 30 3 1 28 0 7 3 93 6 3. 7 5 " 19 7 2 18 4 8 3 61 6 5" 14 1 8 13 9 7 3 46 6 7" 80 3 67 0 3 22 3 9" 76 3 75 3 3 25 1 12 " 51 9 48 4 3 16 1 3. 7 5 " 14 6 6 12 8 6 3 42 9 5" 10 2 4 95 6 3 31 9 7" 58 3 50 0 3 16 7 9" 57 9 51 6 3 17 2 12 " 37 7 33 0 3 11 0 Fa c t o r  of  Sa f e t y  Ca l c u l a t i o n  Me t h o d s : Ma t e r i a l  No t e s : Th e  Qu i c k  Mo u n t  PV  QB l o c k  Mo u n t  Pa r t s  ob s e r v e d  in  te s t s  to  fa i l u r e  mo d e s  as  no t e d  ab o v e . QB a s e  = Ca s t  A3 6 0  Al u m i n u m Po s t  = 60 6 3 ͲT5 / 6 0 6 3 ͲT6  Al u m i n u m Te s t  Lo a d i n g  No t e s : He m ͲFi r  an d  Sp r u c e ͲPi n e ͲFi r  (G = 0 . 4 2 )  Ͳ  Mu l t i p l y  al l o w a b l e  va l u e s  by  0. 7 7 Op e n ͲGr a i n e d  Re d w o o d  an d  We s t e r n  Ce d a r  (G = 0 . 3 6 )  Ͳ  Mu l t i p l y  al l o w a b l e  va l u e s  by  0. 6 1 La t e r a l  (P a r a l l e l  to  Ra f t e r ) La t e r a l  (P e r p e n d i c u l a r  to  Ra f t e r ) Sa f e t y  Fa c t o r  of  3. 0  is  us e d  in  al l  ca s e s  pe r  Ac c e p t a n c e  Cr i t e r i a  Ͳ  Jo i s t  Ha n g e r s  an d  Si m i l a r  De v i c e s  (A C 1 3 ) 1.  Ra f t e r s  us e d  in  sa m p l e s  co m p r i s e d  of  Do u g l a s  Fi r  wi t h  sp e c i f i c  gr a v i t y  av e r a g i n g  0. 4 5 .   Wo o d  sp e c i e s  an d  gr a d e  us e d  th a t  di f f e r s  fr o m  th i s  ma y  ca u s e  la g  sc r e w  pu l l Ͳou t  to  oc c u r  so o n e r ;  th e r e f o r e ,  ad j u s t m e n t  of  th e  ta b u l a t e d  al l o w a b l e  va l u e s  is  do n e  ba s e d  on  th e  sp e c i f i c  gr a v i t y  of  th e  ot h e r  sp e c i e s  of  wo o d .  Th e  ta b u l a t e d  va l u e s  sh a l l  no t  be  ad j u s t e d  by  a fa c t o r  gre a t e r  th a n  1.  Th e  20 1 5  ND S  equa t i o n  12 . 2 Ͳ1:  (G1 /G2 )1. 5 , re s u l t s  in  th e  fo l l o w i n g: 2.  Al l o w a b l e  lo a d  ta b l e s  ar e  ba s e d  on  a mi n i m u m  sc r e w  pe n e t r a t i o n  of  2"  in t o  th e  st r u c t u r a l  me m b e r .  If  le s s  pe n e t r a t i o n  is  ac h i e v e d ,  lo a d s  sh o u l d  be  ad j u s t e d  ac c o r d i n g l y . 3.  Ob s e r v e d  fa i l u r e  mo d e s  as  fo l l o w s : Te n s i o n :  La g  pu l l o u t La t e r a l  Pa r a l l e l  to  Ra f t e r :  La g  pu l l o u t  & al u m i n u m  fr a c t u r e La t e r a l  Pe r p e n d i c u l a r  to  Ra f t e r :  Pl y w o o d  be a r i n g  da m a g e  & bo l t  yie l d i n g Ta b l e  1 Al l o w a b l e  Lo a d s  fo r  Qu i c k  Mo u n t  PV  QB a s e  (Q M N C ,  QM U T M ,  QM S F T ,  QM N S ,  & QM L S H ) 18 1 5  W Di e h l  Rd ,  Na p e r v i l l e ,  IL  60 5 6 3  63 0 Ͳ21 9 Ͳ19 9 7  (P ) ww w . s t r u c t u r a l e n g i n u i t y i n c . c o m 4/ 1 4 / 2 0 2 0 3 3918 S Timber St- 2017707802/23/23 SINGLE FAMILY RESIDENCE OCCUPANCY: R-3, U CONSTRUCTION TYPE: VB WIND SPEED: 130 MPH EXPOSURE CATEGORY: C MIN STANDOFF HEIGHT OF: 6" CONDUIT:3/4" FIRE SPRINKLER: NO LAT & LONG. : 33.6948, -117.8708 SNOW LOAD: N/A SYSTEM FIRE RATING CLASS A WHEN TYPE I OR II PV MODULE USED PER R902.3 OR R904.4 ROOF AREA: 3000 SQ.FT. PV ARRAY AREA: 538 SQ.FT. DESIGN CRITERIASITE INFORMATION 1 STORY ROOF: ROLLED COMPOSITION SCOPE OF WORK (12) M SOLAR TXS6-440144BB PV MODULES (12) ENPHASE IQ8PLUS-72-2-US (240V) [S|1] MICROINVERTERS (1) AC COMBINER/SUB PANEL (N)225A MAIN SERVICE PANEL SUBINV ACDMSPIQSC JB IQC SUB MC P H E R S O N E N G I N E E R I N G Ju r u p a V a l l e y , C A 9 2 5 0 9 (9 0 9 ) 5 6 6 - 0 0 6 6 ry a n @ m c p e . g r o u p De s i g n e d b y 92 4 0 L i m o n i t e A v e 16 1 1 P O M O N A R D . S T E # 2 0 6 CO R O N A , C A 9 2 8 7 8 (9 5 1 ) 2 9 8 - 9 0 0 7 CS L B # 1 0 4 3 1 0 8 DA T E : 06 / 0 3 / 2 0 2 2 PL O T T E D : 6/ 6 / 2 0 2 2 DE S I G N E R : M . W . A H J : S A N T A A N A - C A 5. 2 8 0 k W p D C / 4. 7 7 2 k W p A C PH O T O V O L T A I C S Y S T E M P L A N RO B E R T K R A N I N G 39 1 8 S T I M B E R S T SA N T A A N A , C A 9 2 7 0 7 (6 1 9 ) 5 1 7 - 4 6 3 2 AP N : 4 1 0 0 3 4 0 6 SOLAR PHOTOVOLTAIC SYSTEM NOTES 1. ALL MATERIALS, EQUIPMENT, INSTALLATION AND WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES: 2019 CA BUILDING CODE, PART 2 2019 CA RESIDENTIAL CODE PART, 2.5 2019 CA MECHANICAL CODE, PART 4 2019 CA ELECTRICAL CODE, PART 3 2019 CA PLUMBING CODE, PART 5 2019 CA EXISTING BUILDING CODE, PART 10 2019 CA GREEN BUILDING STANDARDS CODE, PART 11 2019 CA REFERENCE STANDARDS CODE, PART 12 2019 CA FIRE CODE 2. EXISTING PLUMBING VENTS, SKYLIGHTS, EXHAUST OUTLETS, VENTILATION'S INTAKE AIR OPENINGS SHALL NOT BE COVERED BY THE SOLAR PHOTOVOLTAIC SYSTEM. 3. ALL EQUIPMENT SHALL BE LISTED AND LABELED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY AND INSTALLED PER THE LISTING REQUIREMENTS AND THE MANUFACTURER'S INSTRUCTIONS. [NEC 690.4(D)] 4. ALL OUTDOOR EQUIPMENT SHALL BE NEMA 3R RATED, INCLUDING ALL ROOF MOUNTED TRANSITION BOXES AND SWITCHES. 5. PAINT PV CONDUIT TO MATCH THE DWELLING EXTERIOR. 6. CONTACT THE SERVICING UTILITY BEFORE POWERING ON THE PHOTOVOLTAIC SYSTEM INDEX OF SHEETS RM PV1 TITLE SHEET - SITE PLAN & NOTES PV2 ROOF PLAN PV3 STRUCTURAL DETAILS PV4 SINGLE LINE DIAGRAM (S.L.D.) PV5 SIGNAGE PV6 INSTALLER OPTIMIZER/ MICROINVERTER MAP VICINITY MAP NOT TO SCALE TITLE SHEET- SITE PLAN & NOTES PV1SCALE: 1"=15' 39 1 8 S T I M B E R S T (E) INVERTER (N) MAIN SERVICE PANEL & METER (E)MAIN RESIDENCE (N) ROOF MOUNTED SOLAR MODULES (N) EMT RAN 1" ABOVE ROOF SURFACE, UNDER EAVE WHENEVER POSSIBLE AND ALONG THE ROOF ONLY WHEN NEEDED (N) 30A AC DISCONNECT VISIBLE BLADE, LOCKABLE TYPE (N) SUB PANEL (N) IQ COMBINER (E) FENCE PR O P E R T Y L I N E PROPERTY LINE (E) ROOF MOUNTED SOLAR MODULES (E) FENCE (E) DRIVEWAY (N) ENPHASE IQ CONTROLLER (N) SUB PANEL 3918 S Timber St- 2017707802/23/23 3' F S B 3' FSB SUBINV ACDMSPIQSC JB 3' FSB IQC SUB MC P H E R S O N E N G I N E E R I N G Ju r u p a V a l l e y , C A 9 2 5 0 9 (9 0 9 ) 5 6 6 - 0 0 6 6 ry a n @ m c p e . g r o u p De s i g n e d b y 92 4 0 L i m o n i t e A v e 16 1 1 P O M O N A R D . S T E # 2 0 6 CO R O N A , C A 9 2 8 7 8 (9 5 1 ) 2 9 8 - 9 0 0 7 CS L B # 1 0 4 3 1 0 8 DA T E : 06 / 0 3 / 2 0 2 2 PL O T T E D : 6/ 6 / 2 0 2 2 DE S I G N E R : M . W . A H J : S A N T A A N A - C A 5. 2 8 0 k W p D C / 4. 7 7 2 k W p A C PH O T O V O L T A I C S Y S T E M P L A N RO B E R T K R A N I N G 39 1 8 S T I M B E R S T SA N T A A N A , C A 9 2 7 0 7 (6 1 9 ) 5 1 7 - 4 6 3 2 AP N : 4 1 0 0 3 4 0 6 ROOF DATA 12 0° 270° TILT AZIMUTH ARRAY 1 MODULE QUANTITY ROOF SYMBOLS: DORMER ATTIC VENT CHIMNEY ROOF PVC VENT KEY LEGEND: MAIN SERVICE PANEL GAS METER INVERTER AC DISCONNECT DC DISCONNECT = = = = = SUB PANEL = ROOF T-VENT = = = = JUNCTION BOX = =PV CONDUIT RUN = OVERHEAD UTILITY FEED = (N) SOLAR MODULE = HEAT EXCHANGE VENT = TURBINE ATTIC VENT = FLAT O'HAGINS VENT ROUND SKY LIGHT = RECTANGLE SKY LIGHT = AC UNIT = SATELLITE DISH = ROUND ATTIC VENT = 3' FIRE SETBACKS = 3' FSB 18" FIRE SETBACKS = 18" FSB PV ONLY IQ AC COMBINER = ATTACHMENT = IQC ACD ESS DCD ESS GEN INV JB MSP BI SUB GTW MTRUTILITY PRODUCTION METER = BATTERY (ESS)= SMART SWITCH (ESS)= BACKUP INTERFACE (ESS) = GATEWAY (ESS)= GENERATOR = (E) SOLAR MODULE = (READILY ACCESSIBLE) ATSAUTOTRANSFER SWITCH = MTSMANUAL TRANSFER SWITCH = ROOF PLAN PV2 SCALE: 0.009425 Total roof area(sq.ft.): 3000 Total array area(sq.ft.): 538 Array percentage: 17.94% 40.87" MODULE WIDTH 82.44" MODULE HEIGHT (E) MAIN RESIDENCE ARRAY-1 (N) MAIN SERVICE PANEL & METER EMT RAN 1" ABOVE ROOF SURFACE, UNDER EAVE WHENEVER POSSIBLE AND ALONG THE ROOF ONLY WHEN NEEDED (N) 30A AC DISCONNECT VISIBLE BLADE, LOCKABLE TYPE (N) IQ COMBINER (E) INVERTER (N) SUB-PANEL (E) ROOF MOUNTED SOLAR MODULES (N) ENPHASE IQ CONTROLLER (ESS) (N) SUB-PANEL This item has been digitally signed and sealed on Jun 06, 2022 3918 S Timber St- 2017707802/23/23 PARTIAL ROOF FRAMING PLAN NOT TO SCALE 3' MIN 6' MAX 2' O.C. IRONRIDGE XR10 (RACKING SYSTEM) (N) SOLAR MODULES PV ROOF ATTACHMENT (SEE DETAIL TO THE LEFT) 2X4 FRAMING @ 24" O.C. TYP. 18 " MI N . 2 (E) ROLLED COMPOSITION QUICKMOUNT PV QBASE, 2 HOLE (E) ROOF SHEATHING TYP. IRONRIDGE XR10 STANDARD RAIL IRONRIDGE XR10 COMPOSITION L FOOT CAN BE MOUNTED IN ANY ORIENTATION 7/16 X .75" NUT, FLANGE 3/8" BOLT PLACE SEALANT AROUND LAG BOLT AND UNDER STANDOFF BASE (2) 5/16" SELF TAPPING CORROSION RESISTANT LAG BOLT W/ 2.5" MIN. EMBEDMENT INTO FRAMING(E) ROOF FRAMING TYP. 1' - 5 " M A X CHEM LINK E-CURB SYSTEM QBASE LOW SLOPE MOUNT ATTACHMENT DETAIL NOT TO SCALE 1 MC P H E R S O N E N G I N E E R I N G Ju r u p a V a l l e y , C A 9 2 5 0 9 (9 0 9 ) 5 6 6 - 0 0 6 6 ry a n @ m c p e . g r o u p De s i g n e d b y 92 4 0 L i m o n i t e A v e 16 1 1 P O M O N A R D . S T E # 2 0 6 CO R O N A , C A 9 2 8 7 8 (9 5 1 ) 2 9 8 - 9 0 0 7 CS L B # 1 0 4 3 1 0 8 DA T E : 06 / 0 3 / 2 0 2 2 PL O T T E D : 6/ 6 / 2 0 2 2 DE S I G N E R : M . W . A H J : S A N T A A N A - C A 5. 2 8 0 k W p D C / 4. 7 7 2 k W p A C PH O T O V O L T A I C S Y S T E M P L A N RO B E R T K R A N I N G 39 1 8 S T I M B E R S T SA N T A A N A , C A 9 2 7 0 7 (6 1 9 ) 5 1 7 - 4 6 3 2 AP N : 4 1 0 0 3 4 0 6 MODULE MODULE WEIGHT (LBS)52.92 MODULE AREA (FT²)23.40 # OF MODULES 12 TOTAL PV SYSTEM WEIGHT (LBS)635.04 LOADING PER STANDOFF (PSF)74.09 TOTAL AREA (FT²)280.78 LOADING (PSF)2.76 STRUCTURAL DETAILS PV3This item has been digitally signed and sealed on Jun 06, 2022 3918 S Timber St- 2017707802/23/23 ELECTRICAL EQUIPMENT LIST ITEM DESCRIPTION QTY MAIN SERVICE PANEL 14 (N) MAIN SERVICE PANEL & METER: 225A MAIN BUSBAR W/ (N) 200A END FED MAIN BREAKER 705.12(B)(2)(3)(b) 5 (N) PV BREAKER (N) 40A-2P, 240V AC 1 (N) JUNCTION BOX 6" X 6" X 4" UL LISTED, WATER-TIGHT NEMA TYPE 3,13 (N) ENPHASE AC COMBINER BOX ENPHASE AC COMBINER BOX WITH IQ+ CONSOLIDATES INTERCONNECTION INTO A SINGLE ENCLOSURE 16 (N) ENPHASE COMBINER BOX BREAKER 6A MANUFACTURER INSTALLED 10A OR 15A BREAKER FOR ENVOY MONITORING (GATEWAY ENV-IQ-AM1-240 [CRD PCS])1 (N) AC DISCONNECT 1 SQUARE-D DU221RB, GENERAL USE SWITCH, 30A 2 POLE, LOCKABLE IN THE OFF POSITION, W/VISIBLE BLADES. 240V NON FUSIBLE NEMA 3R 7 20A BREAKER FOR SOLAR 1 ENPHASE IQ8PLUS-72-2-US (240V) [S|1] NEMA TYPE 6/ OUTDOOR CEC EFFICIENCY @ 240VAC = 97% WAC CONTINUOUS = 290W MAX. OUTPUT CURRENT = 1.21A MAX. INPUT CURRENT = 15A EQUIPPED WITH RAPID SHUTDOWN (N) MICRO INVERTER 122 PV MODULE 121 M SOLAR TXS6-440144BB IP67/NEMA 6P OPEN CIRCUIT VOLTAGE (VOC) = 49.9V MAX. POWER VOLTAGE (VMP) = 41V SHORT CIRCUIT CURRENT (ISC) = 11.33A MAX. POWER CURRENT (IMP) = 10.74A (N) SUB PANEL 113125A, 240V, 1ɸNEMA 3R SURFACE MOUNT (N) SUB PANEL BREAKER 20A-2P, 240 114 (N) ENPHASE IQ SYSTEM CONTROLLER EP200G101-M240US00 200A MAX, 240VAC, 1ɸ, ENPHASE ENPOWER SMART SWITCH 110 (N) ESS FEEDER BREAKER (N) 100A-2P-240V 211 (N) CT METER CONSUMPTION MONITORING CT (PAIR)112 (N) BACKUP /PROTECTED LOAD SUB PANEL 1100A MAX, 240V, 1ɸ,NEMA3R9 IQ GATEWAY BREAKER (N) 10A-2P-240v 115 IQ LOAD CONTROLLER TO BE USED TO CONTROL DEDICATED LOADS 216 PER CEC END FED MAIN BREAKER 705.12(B)(2)(3)(b) MSP BUS BAR = 225A 225Ax1.2=270A LARGEST OCPD : 270A-200A=70A KEY NOTES: - SOLID BARE E.G.C. (FREE-AIR) MOUNTED UNDER ARRAY - PER CEC 250.120(C): WHERE CONDUCTORS & GROUND WIRE ARE RUN EXPOSED ON FROM ARRAY TO J-BOX, CONDUCTORS & BARE GROUND WIRE SHALL BE CONCEALED INSTALL IN CONDUIT - PER CEC ARTICLE 690.35 INVERTER GROUND FAULT PROTECTION PROVIDED - ALL GROUNDS AND NEUTRALS BONDED TO EXISTING GROUNDING CONDUCTOR W/ IRREVERSIBLE CRIMP CONNECTOR. - BACKFED BREAKERS MUST BE LOCATED @ OPPOSITE END OF BUS BAR FROM MAIN BREAKER OR MAIN LUG ON GRID SIDE. WHEN A BACKFED BREAKER IS THE METHOD OF UTILITY INTERCONNECTION, BREAKER SHALL NOT READ 'LINE OR LOAD'. - PER CEC 250.64(C): CONDUCTOR SPLICES ONLY ALLOWED WITH COMPRESSION CONNECTORS OR EXOTHERMIC WELDING - ALL GROUNDS AND NEUTRALS BONDED TO EXISTING GROUNDING CONDUCTOR W/ IRREVERSIBLE CRIMP CONNECTOR. - VERIFY (E) UFER GROUND NEAR MSP. IF (E) UFER IS NOT ACCESSIBLE OR VERIFIABLE, INSTALL A NEW 5/8"Ø X 8' LONG EMBEDDED GROUNDING ROD AND BOND SOLAR SYSTEM EQUIPMENT GROUNDING ACCORDINGLY. (BRANCH 1) 1 2 1 BRANCH OF 12 PV MODULES 2 120/240V 1-PH, 3W INCOMING UTILITY SERVICE MAIN BREAKER 120/240V 1-PH, 3W INCOMING UTILITY SERVICE M 4 11 200 METER # 222013-015710 5 1 2 1 3 JUNCTION BOX 3 4 7 6 6A 10 5 4 12 5 SOURCE SO U R C E LOAD EXISTING SYSTEM (11) LG315N1C-Z4 MODULE (1) ABB PVI-3.0-OUTD-S-US-ZA INVERTER (1) AC DISONNECT 14 13 E 11 9 100A LOAD 1 LOAD 2 7 15 16 6 LOAD 3 LOAD 4 7 16 PER CEC END FED MAIN BREAKER 705.12(B)(2)(3)(b) SUB PANEL BUS BAR = 125A 125Ax1.2=150A LARGEST OCPD : 150A-100A=50A MC P H E R S O N E N G I N E E R I N G Ju r u p a V a l l e y , C A 9 2 5 0 9 (9 0 9 ) 5 6 6 - 0 0 6 6 ry a n @ m c p e . g r o u p De s i g n e d b y 92 4 0 L i m o n i t e A v e 16 1 1 P O M O N A R D . S T E # 2 0 6 CO R O N A , C A 9 2 8 7 8 (9 5 1 ) 2 9 8 - 9 0 0 7 CS L B # 1 0 4 3 1 0 8 DA T E : 06 / 0 3 / 2 0 2 2 PL O T T E D : 6/ 6 / 2 0 2 2 DE S I G N E R : M . W . A H J : S A N T A A N A - C A 5. 2 8 0 k W p D C / 4. 7 7 2 k W p A C PH O T O V O L T A I C S Y S T E M P L A N RO B E R T K R A N I N G 39 1 8 S T I M B E R S T SA N T A A N A , C A 9 2 7 0 7 (6 1 9 ) 5 1 7 - 4 6 3 2 AP N : 4 1 0 0 3 4 0 6 SINGLE LINE DIAGRAM PV4 UNDERGROUND FED MSP 3918 S Timber St- 2017707802/23/23 SUB INV ACD MSPIQSCIQCSUB (UNLESS BUSBAR IS FULLY RATED) (CEC 705.12) WHITE LETTERS WITH RED BACKGROUND M ARRAY J/B CEC 690.31(G)(3)(4) & CEC 690.13(G)(4) TO BE PLACED AT LEAST EVERY 10FT WHITE LETTERS WITH RED BACKGROUND CEC 690.56 (C)(3) WHITE LETTERS WITH RED BACKGROUND RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM WARNING: PHOTOVOLTAIC POWER SOURCE WARNING - Electri c Shock Hazard No user serviceable parts inside Cont act authorized servi ce providerfor assistance WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE CEC 690.13.G.3 & CEC 690.13.G.4 WHITE LETTERS WITH RED BACKGROUND CEC 690.15, 690.13(B) BLACK TEXT WITH YELLOW BACKGROUND CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED CEC 690.54 WHITE LETTERS WITH RED BACKGROUND CEC 690.17(E) WARNING ELECTRIC SHOCK HAZARD TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT ! PHOTOVOLTAIC SYSTEM AC DISCONNECT RATED AC OPERATING CURRENT 14.52 AMPS AC NOMINAL OPERATING VOLTAGE 240 VOLTS CEC 690.13(B) WHITE LETTERS WITH RED BACKGROUND BLACK OUTLINE WITH BLACK TEXT / WARNING IS IN BLACK TEXT AND ORANGE BACKGROUND A C SOLAR DISCONNECT SUB PANEL WARNING THIS EQUIPMENT FED BY MULTIPLE SOURCES. TOTAL RATING OF ALL OVERCURRENT DEVICES, EXCLUDING MAIN SUPPLY OVERCURRENT DEVICE, SHALL NOT EXCEED AMPACITY OF BUSBAR CEC 705.12 BLACK LETTERS WITH ORANGE BACKGROUND ! PV SUB PANEL ONLY CEC 690.56(C)(1)(A) BLACK OUTLINE WITH BLACK TEXT AND WHITE BACKGROUND / NOTE ON TOP IS IN BLACK TEXT AND YELLOW BACKGROUND SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY SOLAR ELECTRIC PV PANELS MC P H E R S O N E N G I N E E R I N G Ju r u p a V a l l e y , C A 9 2 5 0 9 (9 0 9 ) 5 6 6 - 0 0 6 6 ry a n @ m c p e . g r o u p De s i g n e d b y 92 4 0 L i m o n i t e A v e 16 1 1 P O M O N A R D . S T E # 2 0 6 CO R O N A , C A 9 2 8 7 8 (9 5 1 ) 2 9 8 - 9 0 0 7 CS L B # 1 0 4 3 1 0 8 DA T E : 06 / 0 3 / 2 0 2 2 PL O T T E D : 6/ 6 / 2 0 2 2 DE S I G N E R : M . W . A H J : S A N T A A N A - C A 5. 2 8 0 k W p D C / 4. 7 7 2 k W p A C PH O T O V O L T A I C S Y S T E M P L A N RO B E R T K R A N I N G 39 1 8 S T I M B E R S T SA N T A A N A , C A 9 2 7 0 7 (6 1 9 ) 5 1 7 - 4 6 3 2 AP N : 4 1 0 0 3 4 0 6 CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECT(S) LOCATED AS SHOWN. DANGEROUS VOLTAGE MAY BE PRESENT AT ALL TIMES "WARNING" PHOTOVOLTAIC ARRAY DISCONNECTION OF NEUTRAL OR GROUNDED CONDUCTORS MAY RESULT IN OVERVOLTAGE ON ARRAY OR INVERTER. 6x8" TYP. - CEC 705.10 NOTES 1. CEC ARTICLES 690 AND 705 AND CRC SECTION R331 MARKINGS SHOWN HEREON 2. ALL MARKINGS SHALL CONSIST OF THE FOLLOWING: A. UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR MACHINE PRINTED LETTERS OR ELECTRO-PLATING B. RED BACKGROUND COLOR WITH WHITE TEXT AND LINE WORK C. ARIAL FONT 3. ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN THE LOCATIONS SPECIFIED. 4. SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT USING POP-RIVETS OR SCREWS. 5. THE LABEL SHALL BE SUITABLE FOR THE ENVIRONMENT WHERE IT IS INSTALLED. 6. WHERE REQUIRED ELSEWHERE IN THIS CODE, ALL FIELD APPLIED LABELS, WARNINGS, AND MARKINGS SHOULD COMPLY WITH ANSI Z535.4 [CEC 110.21(B) FIELD MARKING]. 7. ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF PROPERLY ADHERED. VINYL SIGNS SHALL BE WEATHER RESISTANT [IFC 605.11.1.3] SIGNAGE PV53918 S TIMBER ST SANTA ANA, CA 92707 INVERTER AC DISCONNECT FOR UTILITY OPERATIONS (RAPID SHUTDOWN DEVICE) YOU ARE HERE SERVICE PANEL SUB PANEL IQ COMBINER (N) SOLAR MODULES (W/ SHUTDOWN) (E) SOLAR MODULES (W/ SHUTDOWN) SYSTEM CONTROLLER SUB PANEL 3918 S Timber St- 2017707802/23/23 MC P H E R S O N E N G I N E E R I N G Ju r u p a V a l l e y , C A 9 2 5 0 9 (9 0 9 ) 5 6 6 - 0 0 6 6 ry a n @ m c p e . g r o u p De s i g n e d b y 92 4 0 L i m o n i t e A v e 16 1 1 P O M O N A R D . S T E # 2 0 6 CO R O N A , C A 9 2 8 7 8 (9 5 1 ) 2 9 8 - 9 0 0 7 CS L B # 1 0 4 3 1 0 8 DA T E : 06 / 0 3 / 2 0 2 2 PL O T T E D : 6/ 6 / 2 0 2 2 DE S I G N E R : M . W . A H J : S A N T A A N A - C A 5. 2 8 0 k W p D C / 4. 7 7 2 k W p A C PH O T O V O L T A I C S Y S T E M P L A N RO B E R T K R A N I N G 39 1 8 S T I M B E R S T SA N T A A N A , C A 9 2 7 0 7 (6 1 9 ) 5 1 7 - 4 6 3 2 AP N : 4 1 0 0 3 4 0 6 MICRO /OPTIMIZER MAP PV6 INTERNAL USE ONLY 3918 S Timber St- 2017707802/23/23 JULY 22, 2022 CITY OF SANTA ANA Building Safety Division 20 Civic Center Plaza, Santa Ana, CA 92701 RE: Property Owner: Robert Kraning Project Address: 3918 S Timber St, Santa Ana, CA, 92707 To whom it may concern: I __Kory Kraning_______________ am stating that I have an active contract with Larsun Solar / Harnesspower. And authorize them to pull permits on my property. Signed X_______________________________ LARSUN SOLAR – A HARNESS POWER COMPANY 3918 S Timber St- 2017707802/23/23 Expedited Permit Process for PV Systems1 Expedited Permit Process for PV Systems Standard String System 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 Standard String System to use with the Expe- dited Permit Process. The Micro-Inverter, 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. 3918 S Timber St- 2017707802/23/23 Expedited Permit Process for PV Systems2 Expedited Permit Process for Small-Scale PV Systems Standard String System 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. 3918 S Timber St- 2017707802/23/23 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 Standard String System Site Plan                                                        SU B IN V MS P ACD IQSC J B IQ C SU B 39 1 8 S TI M B E R S T (N) N) SUB PA (E) E) INVER (N) MAIN SERVICE PANEL & METER (E)MAIN RESIDENCE (N)N) ROOF MOUN SOLAR MODULES (N)N) EMT RAN 1" ABOVE SURFACE, UNDER EAVE WHENEVER POSSIBLE AND ALONG THE ROOF ONLY WHEN NEEDED PR O P E R T Y LI N E PROPERTY LINE (E)E) ROOF MOUN SOLAR MODULES (E) E) DRIVE (N)N) ENPHASE CONTROLLER (N)N) 30A AC DISCONNECT VISI BLADE, LOCKABLE TYPE (N)N) IQ COMBI (N)N) SUB PA Larsun Solar 1611 Pomona RD STE #206 Robert Krannin Corona, CA 92878 3918 S timber st., santa ana, ca 92707 951-298-9007 5280 w 3918 S Timber St- 2017707802/23/23 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 Standard String System Electrical Diagram                                                                                                                                                                                                                                                  Larsun Solar 1611 Pomona RD STE #206 Robert Krannin Corona, CA 92878 3918 S timber st., santa ana, ca 92707 951-298-9007 5280 w 3918 S Timber St- 2017707802/23/23 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 Notes for Standard String System Electrical Diagram 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 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 A V V A A W V 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 V W V A A 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 OCPD(s), ONE FOR EACH INVERTER. 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.) 2005 ASHRAE FUNDEMENTALS 2% DESIGN TEMPERATURES DO NOT EXCEED 47oC IN THE UNITED STATES (PALM SPRINGS, CA IS 44.1oC). 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, 90oC 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 D): 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) RATED MPP CURRENT RATED MPP VOLTAGE MAX SYSTEM VOLTAGE MAX CIRCUIT CURRENT A V V A PHOTOVOLTAIC POWER SOURCE WARNING: ELECTRICAL SHOCK HAZARD–LINE AND LOAD MAY BE ENERGIZED IN OPEN POSITION AC OUTPUT CURRENT NOMINAL AC VOLTAGE A V SOLAR PV SYSTEM AC POINT OF CONNECTION THIS PANEL FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) Larsun Solar 1611 Pomona RD STE #206 Robert Krannin Corona, CA 92878 3918 S timber st., santa ana, ca 92707 951-298-9007 5280 w 3918 S Timber St- 2017707802/23/23 Date: Job #: E.O.R.: Ryan McPherson, P.E. 9240 Limonite Ave, Jurupa Valley, CA 92509 Mobile: (909) 569-2244 Email: ryan@mcpherson.engineering 6/6/22 22-6473 Digitally sealed by RJM on 06/6/22 Structural Analysis Report For Photovoltaic System Addition to Existing Structure At The Kraning Residence 3918 S Timber St Santa Ana, CA 92707 Designed in Accordance with CBC 2019, ASCE 7-16, NDS 2018 6/6/2022 1:07 PM 1 of 7 ©McPherson Engineering 3918 S Timber St- 2017707802/23/23 McPherson Engineering By: M.W Date: 6/6/22 Project Info 3 Gravity Loads 4 Lateral Loads 5 Wind Uplift Design 6 Summary 7 Table Of Contents 6/6/2022 1:07 PM 2 of 7 ©McPherson Engineering 3918 S Timber St- 2017707802/23/23 McPherson Engineering By: M.W Date: 6/6/22 Location: 3918 S Timber St Santa Ana Ca 92707 Existing Structure Info: Number of Stories = 1 Aroof = 3000 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 = 1.278 S1 = 0.458 Exposure Category = C Ult. Wind Speed = 130 m.p.h. P.V. Array Info: Model = TXS6-440144BB Height of Panel = 82.44 in. Width of Panel = 40.87 in. Area of Panel = 23.4 ft.2 Number of New Panels = 12 Number of Exis. Panels = 11 Total Area of Array = 538.2 ft.2 Spacing of Anchors = 6.0 ft. max. on center rows of racks per panel = 2 Roof Tilt = 0-7 deg 33.694766 -117.870788 Project Info 6/6/2022 1:07 PM 3 of 7 ©McPherson Engineering 3918 S Timber St- 2017707802/23/23 McPherson Engineering By: M.W Date: 6/6/22 Existing Loads: Roof Design Loads: Roofing = 2.0 p.s.f.Rolled Comp (Torchdown Flat Roof) 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 = 6.0 p.s.f.Roofing Dead Load (applied to top of rafters/trusses only) Ceiling = 2.0 p.s.f. Drywall and 2x framing DLr2 = 8.0 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 = 5.0 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 = 2.8 p.s.f. weight of panels including rack system DLr1_proposed = 8.8 p.s.f. Proposed Roof Dead Load (applied to top only) DLr2_proposed = 10.8 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) = 78.0 kips Total Proposed Roof Load Wprop = (DLr1 + LLr) (Aroof - Aarray) + (DLr1_proposed + LLr_proposed) (Aarray) = 68.7 kips Proposed Load Demand Gravity Loads Roof Live Load with panels no more than 24in above roof surface (panels cannot support live loads, including the weight of stacked materials or workers) Wprop - Wex = -11.89% TOTAL DECREASE IN GRAVITY LOADS, PANELS OK! Wex 6/6/2022 1:07 PM 4 of 7 ©McPherson Engineering 3918 S Timber St- 2017707802/23/23 McPherson Engineering By: M.W Date: 6/6/22 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 = 1.28 Short Period P.G.A. S1 = 0.46 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 = 1.53 Short Period M.C.E. Per Eq. 11.4-1 SM1 = SD1 Fv = 0.78 1-Sec Period M.C.E. Per Eq. 11.4-2 SDS = 2/3 (SMS) = 1.02 Short Period Design Parameter Per Eq 11.4-3 SD1 = 2/3 (SM1 ) = 0.52 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) C S = (SDS Ie)/R = 0.16 Seismic Response Coefficient Per Eq. 12.8-2 Cs1 = 1.5*(SD1 Ie)/R T = 0.79 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 = 0.04 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 S1 ≥ 0.6g C S = 0.16 Design Seismic Coefficient Check Additional Base Shear Wexisting = 24.0 kips Weight of Existing Structure Wpanels = 1.5 kips Weight of Proposed Panels Vexisting = Cs Wexisting = 3.8 kips Roof Level Shear of Existing Structure Vpanels = Cs Wpanels = 0.2 kips Additional Roof Level Shear of Proposed Panels Vpanels Vexisting Lateral Loads T = Ct (hn) x = 6.19% < 10%PER C.E.B.C. 502.5 EXCEPTION, STRUCTURE DOES NOT REQUIRE SEISMIC RETROFIT, PANELS OK! 6/6/2022 1:07 PM 5 of 7 ©McPherson Engineering 3918 S Timber St- 2017707802/23/23 McPherson Engineering By: M.W Date: 6/6/22 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) Panel θ = 0-7 deg Ke = 1.00 (sec 26.9) qh = 0.00256 Kz Kzt Kd Ke V2 qh = 31.26 (eq. 26.10-1) γE = 1.5 FIG 29.4-7) γc = 1.01 (fig 29.4-7) hpt = 0 ft γa = 0.67 (fig 29.4-8) γ p = 0.9 (fig 29.4-7) ω = 0.00 deg GPp = -2 uplift GCrm = 1.4 uplift p = qh (GPp) γ E γ a (eq 29.4-7) p = qh (GCrn) γ E γC γp (eq 29.4-6) p = -63.2 p.s.f.p = 59.8 p.s.f. Check Anchorage to Existing Structure 0.6DL - 0.6W controlling load combination (eq. 16-15 for ASD) DL = 2.8 p.s.f.dead load of panel (inlcuding rack system) W = 63.2 p.s.f.wind load normal to face of panel Arealag = 20.6 sq. ft.area tributary to each anchor SPanc = 6.0 ft.spacing of anchors Puplift = Arealag (0.6DL - 0.6W) = 747.9 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 = 2 number of screws in withdrawal Pallow = Penlag (Wlag CD Ct) * Noscrews = 1702.4 lbs total allowable withrawal on anchor Puplift Pallow Wind Uplift Anchorage Flush Mounted Panels - ASCE Section 29.4.4 (where applicable) Flat Roof Panels - ASCE Section 29.4.3 (where applicable) = 0.44 < 1.00 ANCHOR IS OK! USE (2) 5/16IN. DIA. LAG SCREW(S) AT 6FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATIONAnchorage = 6/6/2022 1:07 PM 6 of 7 ©McPherson Engineering 3918 S Timber St- 2017707802/23/23 McPherson Engineering By: M.W Date: 6/6/22 Gravity Loads: DEMAND DECREASED BY 11.89% = OK! Lateral Loads: DEMAND INCREASED BY 6.19% < 10% = OK! Anchorage: DEMAND OF 747.9LB. < CAPACITY OF 1702.4LB. = OK! USE (2) 5/16IN. DIA. LAG SCREW(S) AT 6FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION Summary: STRUCTURE IS ADEQUATE FOR THE PROPOSED PV ARRAY ANCHORS ON EAVES/OVERHANGS ARE OK! Summary 6/6/2022 1:07 PM 7 of 7 ©McPherson Engineering 3918 S Timber St- 2017707802/23/23 Š1;ѴѴ;m|;L1b;m1‹ 9 busbar technology increases power by decreasing |_;7bv|-m1;0;|‰;;m0†v0-uv-m7|_;Cm];u]ub7Ѵbm; lruoˆ;7‰;-hbѴѴ†lbm-ঞomu;vromv; ou;ro‰;uo†|r†|;ˆ;mbmѴo‰;uѴb]_|1om7bঞomv v†1_-voˆ;u1-v|7-‹vouo@Ŋr;-hv†mѴb]_|_o†uv mঞ Panels rigorously tested to limit power 7;]u-7-ঞom1-†v;70‹ŝv|u-‹ŝ1†uu;m|v b]_‰bm7-m7vmo‰u;vbv|-m1; ƔķƓƏƏՓ-"mo‰o-7 ƑķƓƏƏՓ-)bm7o-7 ƑƔŊ‹;-u‰-uu-m|‹ "oѴ-ulo7†Ѵ;v-u;]†-u-m|;;7|ou;|-bm -|Ѵ;-v|ѶƓĺƒѷo=|_;bmbঞ-Ѵro‰;uo†|r†| rr;-Ѵbm];v|_;ঞ1v †ѴѴ‹0Ѵ-1hlo7†Ѵ;1u;-|;v-vѴ;;hķ†mb=oul-uu-‹ PID 25 1 5 12 15 25 100%M SOLAR STANDARD INDUSTRY STANDARD 80% 90% 86% 98% 25/25 ƑƔŊ‹;-uruo7†1| ‰-uu-m|‹ķƑƔŊ‹;-u output warranty 0.5% annual 7;]u-7-ঞom over 25 years www.msolarenergy.us 84.3%+ of the bmbࢼ-Ѳro‰;u o†|r†| UL 61730 | IEC 61215 | IEC 61730 144BB 440W HC Series mSolar 9BB Half-Cell Black Monocrystalline PERC PV Module Note: please read safety and installation instructions before using this product. Subject to change without prior notice. © 2021 mSolar, all rights reserved. Barcode 1 Dimensions (MM) I-V Curves of PV Module (365W)P-V Curves of PV Module (365W) Ѵ;1|ub1-Ѵ_-u-1|;ubvঞ1vŇ"$Ŗ Module Type TXS6-435144BB TXS6-440144BB TXS6-445144BB olbm-Ѵo‰;u)-‚l-ŠŐ)őŖƓƒƔƓƓƏƓƓƔ o‰;u†|r†|$oѴ;u-m1;l-ŠŐѷőƏŜƳƒƏŜƳƒƏŜƳƒ -Šbl†lo‰;u(oѴ|-];(lrŐ(őƓƏĺѶƓƐĺƏƓƐĺƑ -Šbl†lo‰;u†uu;m|lrŐőƐƏĺѵƕƐƏĺƕƓƐƏĺѶƐ r;mbu1†b|(oѴ|-];Ő(őƓƖĺƕƓƖĺƖƔƏĺƐ "_ou|bu1†b|†uu;m|v1ŐőƐƐĺƑѵƐƐĺƒƒƐƐĺƓƏ o7†Ѵ; L1b;m1‹ŐѷőƑƏĺƏƐƑƏĺƑƓƑƏĺƓƕ Ŗ"$Ő"|-m7-u7$;v|om7bঞomőĹuu-7b-m1;ƐƏƏƏ)ņlƑķo7†Ѵ;$;lr;u-|†u;ƑƔŦķƐĺƔ Ѵ;1|ub1-Ѵ_-u-1|;ubvঞ1vŇ$Ŗ -Šbl†lo‰;u)-‚l-ŠŐ)rőƒƑƔĺƑƒƑѶĺƖƒƒƑĺƕ -Šbl†lo‰;u(oѴ|-];(lrrŐ(őƒѶĺƐƒѶĺƑƒѶĺƓ -Šbl†lo‰;u†uu;m|lrrŐőѶĺƔƓѶĺѵƏѶĺѵѵ r;mbu1†b|(oѴ|-];(o1Ő(őƓѵĺƓƓѵĺѵƓѵĺƕ "_ou|bu1†b|†uu;m|v1ŐőƖĺƏƖƖĺƐƔƖĺƑƐ Ŗ$Őolbm-Ѵlo7†Ѵ;or;u-ঞm]|;lr;u-|†u;őĹuu-7b-m1;ѶƏƏ)ņlƑĺl0b;m|$;lr;u-|†u;ƑƏŦķƐĺƔķ)bm7"r;;7Ɛlņv Mechanical Data "oѴ-u;ѴѴvomo ! ;ѴѴvoub;m|-ঞomƐƓƓŐѵŠƑƓő o7†Ѵ;7bl;mvbomƑķƏƖƓŠƐķƏƒѶŠƒƔllՉb|_=u-l;ő );b]_|ƑƓh] Ѵ-vvƒĺƑllķb]_$u-mvlbvvbomķ!o-|;7$;lr;u;7Ѵ-vv †m1ঞomoŠѵѶķƒ bo7;v -0Ѵ;vƓllƑĸƐķƑƏƏll omm;1|ouvƓŊ1olr-ঞ0Ѵ; $;lr;u-|†u;!-ঞm]v $ƓƓŦƼƑŦ $;lr;u-|†u;1o;L1b;m|o=l-ŠŊƏĺƒѵѷņŦ $;lr;u-|†u;1o;L1b;m|o=(o1ŊƏĺƑƖѷņŦ $;lr;u-|†u;1o;L1b;m|o=v1ƏĺƏƔѷņŦ )ouhbm]om7bঞomv -Šbl†l"‹v|;l(oѴ|-];ƐƔƏƏ(  r;u-ঞm]$;lr;u-|†u;ŊƓƏŦŜƳѶƔŦ -Šbl†l";ub;v †v;ƑƏ -Šbl†lo-7Ő"mo‰ņ)bm7őƔķƓƏƏ-ņƑķƓƏƏ- bu;!-ঞm]$‹r;Ɛ 40 50 30 20 10 1.000 W/m2 800 W/m2 600 W/m2 400 W/m2 200 W/m 2 3 4 5 7 6 8 9 10 Cu r r e n t ( A ) 6U ] K X ͧ = ͨ Voltage (V) 1 0 135 95 175 255 215 295 335 415 375 460 0 Voltage [V] Po w e r [ W ] 0 10 20 30 40 50 0 50 100 150 200 250 300 350 400 Cells temp. = 25 °C Incident Irrad. = 1000 W/m² Incident Irrad. = 800 W/m² Incident Irrad. = 600 W/m² Incident Irrad. = 400 W/m² Incident Irrad. = 200 W/m² -1h-]bm] ;|-bѴv 31 Panels per pallet 22 Pallets per truck Pallet Stack Weight 3,412 lbs. (1,548 kg) Truck Weight 37,532 lbs. (17,024 kg) uom|(b;‰ -1h(b;‰ Barcode 2 Mounting holes Label Drainage holes Grounding holes Grounding identification Junction box 996 144BB 440W HC Series msolar 9BB Half-Cell Black Monocrystalline PERC PV Module Ŗ omo|1omm;1| †v;bmol0bm;uoЉb|_ |‰ooulou;v|ubm]vbmr-u-ѴѴ;Ѵ1omm;1ঞom Ŗ!;l-uhĹ Ѵ;1|ub1-Ѵ7-|-bm|_bv1-|-Ѵo]7omo| u;=;u|o-vbm]Ѵ;lo7†Ѵ;-m7|_;‹-u;mo|r-u| o=|_;o@;uĺ$_;‹omѴ‹v;uˆ;=ou1olr-ubvom -lom]7b@;u;m|lo7†Ѵ;|‹r;vĺ ŖŖѴ;-v;mo|;ķ|_;ļ bu;Ѵ-vvĽ!-ঞm]bv 7;vb]m-|;7=ou|_;=†ѴѴbmv|-ѴѴ;7(v‹v|;lķ ‰_b1_bm1Ѵ†7;vķ0†|bvmo|Ѵblb|;7|oķ|_; lo7†Ѵ;ķ|_;|‹r;o=lo†mঞm]†v;7ķrb|1_-m7 uoo=1olrovbঞomĺ 3918 S Timber St- 2017707802/23/23 IQ 8 a n d I Q 8 + M i c r o i n v e r t e r s Ou r n e w e s t I Q 8 M i c r o i n v e r t e r s a r e t h e i n d u s t r y ’ s fi r s t m i c r o g r i d - f o r m i n g , s o f t w a r e - de fi n e d m i c r o i n v e r t e r s w i t h s p l i t - p h a s e p o w e r c o n v e r s i o n c a p a b i l i t y t o c o n v e r t D C po w e r t o A C p o w e r e fficiently. The brain of the semiconductor-based microinverter is our proprietary application-specific integrated circuit (ASIC) which enables the microinverter to operate in grid-tied or off-grid modes. This chip is built in advanced 55nm technology with high speed digital logic and has super-fast response times to changing loads and grid events, alleviating constraints on battery sizing for home energy systems. Pa r t o f t h e E n p h a s e E n e r g y S y s t e m , I Q 8 S e r i e s Mi c r o i n v e r t e r s i n t e g r a t e w i t h t h e E n p h a s e I Q Ba t t e r y , E n p h a s e I Q G a t e w a y , a n d t h e E n p h a s e Ap p m o n i t o r i n g a n d a n a l y s i s s o f t w a r e . IQ 8 S e r i e s M i c r o i n v e r t e r s r e d e fi n e r e l i a b i l i t y st a n d a r d s w i t h m o r e t h a n o n e m i l l i o n cu m u l a t i v e h o u r s o f p o w e r - o n t e s t i n g , en a b l i n g a n i n d u s t r y - l e a d i n g l i m i t e d w a r r a n t y of u p t o 2 5 y e a r s . Co n n e c t P V m o d u l e s q u i c k l y a n d e a s i l y t o IQ 8 S e r i e s M i c r o i n v e r t e r s u s i n g t h e i n c l u d e d Q- D C C - 2 a d a p t e r c a b l e w i t h p l u g - n - p l a y M C 4 co n n e c t o r s . IQ 8 S e r i e s M i c r o i n v e r t e r s a r e U L L i s t e d a s PV   R a p i d S h u t D o w n E q u i p m e n t a n d c o n f o r m wi t h v a r i o u s r e g u l a t i o n s , w h e n i n s t a l l e d ac c o r d i n g t o m a n u f a c t u r e r ’ s i n s t r u c t i o n s . Ea s y t o i n s t a l l • L i g h t w e i g h t a n d c o m p a c t w i t h pl u g - n - p l a y c o n n e c t o r s • P o w e r L i n e C o m m u n i c a t i o n (P L C ) b e t w e e n c o m p o n e n t s • F a s t e r i n s t a l l a t i o n w i t h s i m p l e tw o - w i r e c a b l i n g Hi g h p r o d u c t i v i t y a n d r e l i a b i l i t y • P r o d u c e p o w e r e v e n w h e n t h e gr i d i s d o w n • M o r e t h a n o n e m i l l i o n c u m u l a t i v e ho u r s o f t e s t i n g • C l a s s I I d o u b l e - i n s u l a t e d en c l o s u r e • O p t i m i z e d f o r t h e l a t e s t h i g h - po w e r e d P V m o d u l e s Mi c r o g r i d - f o r m i n g • C o m p l i e s w i t h t h e l a t e s t ad v a n c e d g r i d s u p p o r t • R e m o t e a u t o m a t i c u p d a t e s f o r th e l a t e s t g r i d r e q u i r e m e n t s • C o n fi g u r a b l e t o s u p p o r t a w i d e ra n g e o f g r i d p r o fi l e s • M e e t s C A R u l e 2 1 ( U L 1 7 4 1 - S A ) re q u i r e m e n t s © 2 0 2 1 E n p h a s e E n e r g y . A l l r i g h t s r e s e r v e d . E n p h a s e , t h e E n p h a s e l o g o , I Q 8 m i c r o i n v e r t e r s , an d o t h e r n a m e s a r e t r a d e m a r k s o f E n p h a s e E n e r g y , I n c . D a t a s u b j e c t t o c h a n g e . IQ 8 S P - D S - 0 0 0 2 - 0 1 - E N - U S - 2 0 2 1 - 1 0 - 1 9 DA T A   S H E E T (1 ) N o e n f o r c e d D C / A C r a t i o . S e e t h e c o m p a t i b i l i t y c a l c u l a t o r a t h t t p s : / / l i n k . e n p h a s e . c o m / mo d u l e - c o m p a t i b i l i t y ( 2 )   M a x i m u m c o n t i n u o u s i n p u t D C c u r r e n t i s 1 0 . 6 A ( 3 ) N o m i n a l v o l t a g e ra n g e c a n b e e x t e n d e d b e y o n d n o m i n a l i f r e q u i r e d b y t h e u t i l i t y . ( 4 ) L i m i t s m a y v a r y . R e f e r t o lo c a l r e q u i r e m e n t s t o d e fi n e t h e n u m b e r o f m i c r o i n v e r t e r s p e r b r a n c h i n y o u r a r e a . IQ 8 a n d I Q 8 + M i c r o i n v e r t e r s I N P U T D A T A ( D C ) I Q 8 - 6 0 - 2 - U S IQ 8 P L U S - 7 2 - 2 - U S Co m m o n l y u s e d m o d u l e p a i r i n g s 1 W 23 5 – 3 5 0 23 5 – 4 4 0 Mo d u l e c o m p a t i b i l i t y 60 - c e l l / 1 2 0 h a l f - c e l l 60 - c e l l / 1 2 0 h a l f - c e l l a n d 7 2 - c e l l / 1 4 4 h a l f - c e l l MP P T v o l t a g e r a n g e V 27 – 3 7 29 – 4 5 Op e r a t i n g r a n g e V 25 – 4 8 25 – 5 8 Mi n / m a x s t a r t v o l t a g e V 30 / 4 8 30 / 5 8 Ma x i n p u t D C v o l t a g e V 50 60 Ma x D C c u r r e n t 2 [ m o d u l e I s c ] A 15 Ov e r v o l t a g e c l a s s D C p o r t II DC p o r t b a c k f e e d c u r r e n t mA 0 PV a r r a y c o n fi g u r a t i o n 1x 1 U n g r o u n d e d a r r a y ; N o a d d i t i o n a l D C s i d e p r o t e c t i o n r e q u i r e d ; A C s i d e p r o t e c t i o n r e q u i r e s m a x 2 0 A p e r b r a n c h c i r c u i t O U T P U T D A T A ( A C ) I Q 8 - 6 0 - 2 - U S IQ 8 P L U S - 7 2 - 2 - U S Pe a k o u t p u t p o w e r VA 24 5 30 0 Ma x c o n t i n u o u s o u t p u t p o w e r VA 24 0 29 0 No m i n a l ( L - L ) v o l t a g e / r a n g e 3 V 24 0 / 2 1 1 – 2 6 4 Ma x c o n t i n u o u s o u t p u t c u r r e n t A 1. 0 1. 2 1 No m i n a l f r e q u e n c y Hz 60 Ex t e n d e d f r e q u e n c y r a n g e Hz 50 – 6 8 Ma x u n i t s p e r 2 0 A ( L - L ) b r a n c h c i r c u i t 4 16 13 To t a l h a r m o n i c d i s t o r t i o n <5 % Ov e r v o l t a g e c l a s s A C p o r t II I AC p o r t b a c k f e e d c u r r e n t mA 30 Po w e r f a c t o r s e t t i n g 1. 0 Gr i d - t i e d p o w e r f a c t o r ( a d j u s t a b l e ) 0. 8 5 l e a d i n g – 0 . 8 5 l a g g i n g Pe a k e fficiency % 97 . 5 97 . 6 CE C w e i g h t e d e fficiency % 97 97 Ni g h t - t i m e p o w e r c o n s u m p t i o n mW 60 M E C H A N I C A L D A T A Am b i e n t t e m p e r a t u r e r a n g e -4 0 º C t o + 6 0 º C ( - 4 0 º F t o + 1 4 0 º F ) Re l a t i v e h u m i d i t y r a n g e 4% t o 1 0 0 % ( c o n d e n s i n g ) DC C o n n e c t o r t y p e MC 4 Di m e n s i o n s ( H x W x D ) 21 2 m m ( 8 . 3 ” ) x 1 7 5 m m ( 6 . 9 ” ) x 3 0 . 2 m m ( 1 . 2 ” ) We i g h t 1. 0 8 k g ( 2 . 3 8 l b s ) Co o l i n g Na t u r a l c o n v e c t i o n – n o f a n s Ap p r o v e d f o r w e t l o c a t i o n s Ye s Ac o u s t i c n o i s e a t 1 m <6 0 d B A Po l l u t i o n d e g r e e PD 3 En c l o s u r e Cl a s s I I d o u b l e - i n s u l a t e d , c o r r o s i o n r e s i s t a n t p o l y m e r i c e n c l o s u r e En v i r o n . c a t e g o r y / U V e x p o s u r e r a t i n g NE M A T y p e 6 / o u t d o o r CO M P L I A N C E Ce r t i fi c a t i o n s CA R u l e 2 1 ( U L 1 7 4 1 - S A ) , U L 6 2 1 0 9 - 1 , U L 1 7 4 1 / I E E E 1 5 4 7 , F C C P a r t 1 5 C l a s s B , I C E S - 0 0 0 3 C l a s s B , C A N / C S A - C 2 2 . 2 N O . 1 0 7 . 1 - 0 1 Th i s p r o d u c t i s U L L i s t e d a s P V R a p i d S h u t D o w n E q u i p m e n t a n d c o n f o r m s w i t h N E C 2 0 1 4 , N E C 2 0 1 7 , a n d N E C 2 0 2 0 s e c t i o n 69 0 . 1 2 a n d C 2 2 . 1 - 2 0 1 8 R u l e 6 4 - 2 1 8 R a p i d S h u t d o w n o f P V S y s t e m s , f o r A C a n d D C c o n d u c t o r s , w h e n i n s t a l l e d a c c o r d i n g t o ma n u f a c t u r e r ’ s i n s t r u c t i o n s . IQ 8 S P - D S - 0 0 0 2 - 0 1 - E N - U S - 2 0 2 1 - 1 0 - 1 9 X- I Q - A M 1 - 2 4 0 - 4 Th e En p h a s e I Q C o m b i n e r 4 / 4 C w i t h E n p h a s e IQ G a t e w a y a n d i n t e g r a t e d L T E - M 1 c e l l mo d e m ( i n c l u d e d o n l y w i t h I Q C o m b i n e r 4 C ) co n s o l i d a t e s i n t e r c o n n e c t i o n e q u i p m e n t in t o a s i n g l e e n c l o s u r e a n d s t r e a m l i n e s I Q mi c r o i n v e r t e r s a n d s t o r a g e i n s t a l l a t i o n s b y pr o v i d i n g a c o n s i s t e n t , p r e - w i r e d s o l u t i o n f o r re s i d e n t i a l a p p l i c a t i o n s . I t o f f e r s u p t o f o u r 2- p o l e i n p u t c i r c u i t s a n d E a t o n B R s e r i e s bu s b a r a s s e m b l y . En p h a s e IQ C o m b i n e r 4 / 4 C X- I Q - A M 1 - 2 4 0 - 4 X- I Q - A M 1 - 2 4 0 - 4 C To l e a r n m o r e a b o u t E n p h a s e o f f e r i n g s , v i s i t en p h a s e . c o m Da t a S h e e t En p h a s e N e t w o r k i n g Sm a r t • I n c l u d e s I Q G a t e w a y f o r c o m m u n i c a t i o n a n d c o n t r o l • I n c l u d e s E n p h a s e M o b i l e C o n n e c t c e l l u l a r m o d e m (CE L L M O D E M - M 1 - 0 6 - S P - 0 5 ) , i n c l u d e d o n l y w i t h I Q Co m b i n e r 4 C • I n c l u d e s s o l a r s h i e l d t o m a t c h E n p h a s e I Q B a t t e r y EI W X L I X M G W  E R H  H I ƥ I G X  L I E X • F l e x i b l e n e t w o r k i n g s u p p o r t s W i - F i , Et h e r n e t , o r c e l l u l a r • O p t i o n a l A C r e c e p t a c l e a v a i l a b l e f o r P L C b r i d g e • P r o v i d e s p r o d u c t i o n m e t e r i n g a n d c o n s u m p t i o n mo n i t o r i n g Si m p l e • C e n t e r e d m o u n t i n g b r a c k e t s s u p p o r t s i n g l e st u d m o u n t i n g • S u p p o r t s b o t t o m , b a c k a n d s i d e c o n d u i t e n t r y • U p t o f o u r 2 - p o l e b r a n c h c i r c u i t s f o r 2 4 0 V A C pl u g - i n b r e a k e r s ( n o t i n c l u d e d ) • 8 0 A t o t a l P V o r s t o r a g e b r a n c h c i r c u i t s Re l i a b l e ŵ ( Y V E F P I  2 6 8 0  G I V X M Ƥ I H  2 ) 1 %  X ] T I   6  I R G P S W Y V I • F i v e - y e a r l i m i t e d w a r r a n t y • T w o y e a r s l a b o r r e i m b u r s e m e n t p r o g r a m c o v e r a g e in c l u d e d f o r b o t h t h e I Q C o m b i n e r S K U ' s • U L l i s t e d X- I Q - A M 1 - 2 4 0 - 4 C X I Q A M1 2 40 X- I Q - A M 1 - 2 4 0 - 4 0-4C 0 4 C To l e a r n m o r e a b o u t E n p h a s e o f f e r i n g s , v i s i t en p h a s e . c o m © 2 0 2 1 E n p h a s e E n e r g y . A l l r i g h t s r e s e r v e d . E n p h a s e , t h e E n p h a s e l o g o , I Q C o m b i n e r 4 / 4 C , a n d o t h e r n a m e s a r e t r a d e m a r k s o f En p h a s e E n e r g y , I n c . D a t a s u b j e c t t o c h a n g e . 1 0 - 2 1 - 2 0 2 1 M O D E L N U M B E R IQ C o m b i n e r 4 ( X - I Q - A M 1 - 2 4 0 - 4 ) IQ C o m b i n e r 4 w i t h E n p h a s e I Q G a t e w a y p r i n t e d c i r c u i t b o a r d f o r i n t e g r a t e d r e v e n u e g r a d e P V p r o d u c t i o n m e t e r i n g ( A N S I C1 2 . 2 0 + / - 0 . 5 % ) a n d c o n s u m p t i o n m o n i t o r i n g ( + / - 2 . 5 % ) . I n c l u d e s a s i l v e r s o l a r s h i e l d t o m a t c h t h e I Q B a t t e r y s y s t e m a n d -5  7 ] W X I Q  ' S R X V S P P I V    E R H  X S  H I ƥ I G X  L I E X  IQ C o m b i n e r 4 C ( X - I Q - A M 1 - 2 4 0 - 4 C ) IQ C o m b i n e r 4 C w i t h E n p h a s e I Q G a t e w a y p r i n t e d c i r c u i t b o a r d f o r i n t e g r a t e d r e v e n u e g r a d e P V p r o d u c t i o n m e t e r i n g (A N S I C 1 2 . 2 0 + / - 0 . 5 % ) a n d c o n s u m p t i o n m o n i t o r i n g ( + / - 2 . 5 % ) . I n c l u d e s E n p h a s e M o b i l e C o n n e c t c e l l u l a r m o d e m (C E L L M O D E M - M 1 - 0 6 - S P - 0 5 ) , a p l u g - a n d - p l a y i n d u s t r i a l - g r a d e c e l l m o d e m f o r s y s t e m s u p t o 6 0 m i c r o i n v e r t e r s . (A v a i l a b l e i n t h e U S , C a n a d a , M e x i c o , P u e r t o R i c o , a n d t h e U S V i r g i n I s l a n d s , w h e r e t h e r e i s a d e q u a t e c e l l u l a r s e r v i c e i n XL I  M R W X E P P E X M S R  E V I E   - R G P Y H I W  E  W M P Z I V  W S P E V  W L M I P H  X S  Q E X G L  X L I  - 5  & E X X I V ]  E R H  - 5  7 ] W X I Q  ' S R X V S P P I V   E R H  X S  H I ƥ I G X  L I E X  AC C E S S O R I E S A N D R E P L A C E M E N T P A R T S (n o t i n c l u d e d , o r d e r s e p a r a t e l y ) En s e m b l e C o m m u n i c a t i o n s K i t CO M M S - C E L L M O D E M - M 1 - 0 6 CE L L M O D E M - M 1 - 0 6 - S P - 0 5 CE L L M O D E M - M 1 - 0 6 - A T - 0 5 - I n c l u d e s C O M M S - K I T - 0 1 a n d C E L L M O D E M - M 1 - 0 6 - S P - 0 5 w i t h 5 - y e a r S p r i n t d a t a p l a n f o r En s e m b l e s i t e s - 4 G b a s e d L T E - M 1 c e l l u l a r m o d e m w i t h 5 - y e a r S p r i n t d a t a p l a n - 4 G b a s e d L T E - M 1 c e l l u l a r m o d e m w i t h 5 - y e a r A T & T d a t a p l a n Ci r c u i t B r e a k e r s BR K - 1 0 A - 2 - 2 4 0 V BR K - 1 5 A - 2 - 2 4 0 V BR K - 2 0 A - 2 P - 2 4 0 V BR K - 1 5 A - 2 P - 2 4 0 V - B BR K - 2 0 A - 2 P - 2 4 0 V - B 7Y T T S V X W  ) E X S R  & 6      & 6      & 6      & 6      & 6      & 6      E R H  & 6     G M V G Y M X  F V I E O I V W  Ci r c u i t b r e a k e r , 2 p o l e , 1 0 A , E a t o n B R 2 1 0 Ci r c u i t b r e a k e r , 2 p o l e , 1 5 A , E a t o n B R 2 1 5 Ci r c u i t b r e a k e r , 2 p o l e , 2 0 A , E a t o n B R 2 2 0 Ci r c u i t b r e a k e r , 2 p o l e , 1 5 A , E a t o n B R 2 1 5 B w i t h h o l d d o w n k i t s u p p o r t Ci r c u i t b r e a k e r , 2 p o l e , 2 0 A , E a t o n B R 2 2 0 B w i t h h o l d d o w n k i t s u p p o r t EP L C - 0 1 Po w e r l i n e c a r r i e r ( c o m m u n i c a t i o n b r i d g e p a i r ) , q u a n t i t y - o n e p a i r XA - S O L A R S H I E L D - E S Re p l a c e m e n t s o l a r s h i e l d f o r I Q C o m b i n e r 4 / 4 C <%  4 0 9 +       Ac c e s s o r y r e c e p t a c l e f o r P o w e r L i n e C a r r i e r i n I Q C o m b i n e r 4 / 4 C ( r e q u i r e d f o r E P L C - 0 1 ) <%  ) 2 :  4 ' & %   Re p l a c e m e n t I Q G a t e w a y p r i n t e d c i r c u i t b o a r d ( P C B ) f o r C o m b i n e r 4 / 4 C X- I Q - N A - H D - 1 2 5 A Ho l d d o w n k i t f o r E a t o n c i r c u i t b r e a k e r w i t h s c r e w s . EL E C T R I C A L S P E C I F I C A T I O N S Ra t i n g Co n t i n u o u s d u t y Sy s t e m v o l t a g e 12 0 / 2 4 0 V A C , 6 0 H z Ea t o n B R s e r i e s b u s b a r r a t i n g 12 5 A Ma x . c o n t i n u o u s c u r r e n t r a t i n g 65 A Ma x . c o n t i n u o u s c u r r e n t r a t i n g ( i n p u t f r o m P V / s t o r a g e ) 64 A Ma x . f u s e / c i r c u i t r a t i n g ( o u t p u t ) 90 A Br a n c h c i r c u i t s ( s o l a r a n d / o r s t o r a g e ) Up t o f o u r 2 - p o l e E a t o n B R s e r i e s D i s t r i b u t e d G e n e r a t i o n ( D G ) b r e a k e r s o n l y ( n o t i n c l u d e d ) Ma x . t o t a l b r a n c h c i r c u i t b r e a k e r r a t i n g ( i n p u t ) 80 A o f d i s t r i b u t e d g e n e r a t i o n / 9 5 A w i t h I Q G a t e w a y b r e a k e r i n c l u d e d Pr o d u c t i o n m e t e r i n g C T 20 0 A s o l i d c o r e p r e - i n s t a l l e d a n d w i r e d t o I Q G a t e w a y Co n s u m p t i o n m o n i t o r i n g C T ( C T - 2 0 0 - S P L I T ) A p a i r o f 2 0 0 A s p l i t c o r e c u r r e n t t r a n s f o r m e r s M E C H A N I C A L D A T A Di m e n s i o n s ( W x H x D )     \       \       G Q       ű  \      ű  \      ű   , I M K L X  M W              G Q  [ M X L  Q S Y R X M R K  F V E G O I X W  We i g h t    O K       P F W Am b i e n t t e m p e r a t u r e r a n g e -4 0 º C t o + 4 6 º C ( - 4 0 º t o 1 1 5 º F ) Co o l i n g Na t u r a l c o n v e c t i o n , p l u s h e a t s h i e l d En c l o s u r e e n v i r o n m e n t a l r a t i n g 3Y X H S S V   2 6 8 0  G I V X M Ƥ I H   2 ) 1 %  X ] T I   6   T S P ] G E V F S R E X I  G S R W X V Y G X M S R Wi r e s i z e s • 2 0 A t o 5 0 A b r e a k e r i n p u t s : 1 4 t o 4 A W G c o p p e r c o n d u c t o r s • 6 0 A b r e a k e r b r a n c h i n p u t : 4 t o 1 / 0 A W G c o p p e r c o n d u c t o r s • M a i n l u g c o m b i n e d o u t p u t : 1 0 t o 2 / 0 A W G c o p p e r c o n d u c t o r s • N e u t r a l a n d g r o u n d : 1 4 t o 1 / 0 c o p p e r c o n d u c t o r s Al w a y s f o l l o w l o c a l c o d e r e q u i r e m e n t s f o r c o n d u c t o r s i z i n g . Al t i t u d e To 2 0 0 0 m e t e r s ( 6 , 5 6 0 f e e t ) IN T E R N E T C O N N E C T I O N O P T I O N S In t e g r a t e d W i - F i 80 2 . 1 1 b / g / n Ce l l u l a r CE L L M O D E M - M 1 - 0 6 - S P - 0 5 , C E L L M O D E M - M 1 - 0 6 - A T - 0 5 ( 4 G b a s e d L T E - M 1 c e l l u l a r m o d e m ) . N o t e t h a t a n E n p h a s e Mo b i l e C o n n e c t c e l l u l a r m o d e m i s r e q u i r e d f o r a l l E n s e m b l e i n s t a l l a t i o n s . Et h e r n e t 3T X M S R E P          ' E X  )  S V  ' E X    9 8 4  ) X L I V R I X  G E F P I   R S X  M R G P Y H I H CO M P L I A N C E Co m p l i a n c e , I Q C o m b i n e r 90        ' % 2  ' 7 %  '      2 S              ' * 6   4 E V X      ' P E W W  &   - ' ) 7     Pr o d u c t i o n m e t e r i n g : A N S I C 1 2 . 2 0 a c c u r a c y c l a s s 0 . 5 ( P V p r o d u c t i o n ) Co n s u m p t i o n m e t e r i n g : a c c u r a c y c l a s s 2 . 5 Co m p l i a n c e , I Q G a t e w a y UL 6 0 6 0 1 - 1 / C A N C S A 2 2 . 2 N o . 6 1 0 1 0 - 1 En p h a s e I Q C o m b i n e r 4 / 4 C 3918 S Timber St- 2017707802/23/23  1 8 1 5 W D i e h l R d , N a p e r v i l l e , I L 6 0 5 6 3 63 0 - 2 1 9 - 1 9 9 7 ( P ) ww w . s t r u c t u r a l e n g i n u i t y i n c . c o m  Ap r i l 1 3 , 2 0 2 0 At t n : M r . M a r s h a l l G r e e n Qu i c k M o u n t P V Di r e c t o r o f E n g i n e e r i n g 27 0 0 Mi t c h e l l Dr . , Bl d g 2 Wa l n u t Cr e e k , CA 94 5 9 8 RE : Q u i c k M o u n t P V Q B a s e St a t e o f C a l i f o r n i a C e r t i f i c a t i o n L e t t e r SE I P r o j e c t N o . : 1 9 5 8 3 . 0 0 De a r M r . G r e e n : St r u c t u r a l E n g i n u i t y I n c . ( S E I ) s u b m i t s t h i s l e t t e r r e g a r d i n g o u r r e v i e w o f t h e t e s t d a t a f o r t h e Qu i c k M o u n t P V ( Q M P V ) Q B a s e ( Q M N C , Q M U T M , Q M S F T , Q M N S , a n d Q M L S H i n 3 . 7 5 , 5 , 7 , 9 & 1 2 ” h e i g h t s ) p h o t o v o l t a i c ( P V ) a r r a y m o u n t i n g b r a c k e t s . T h e Q B a s e m o u n t i n g b r a c k e t co n s i s t s o f a n a l u m i n u m p o s t o f v a r y i n g h e i g h t , a c a s t a l u m i n u m b a s e , a c o n n e c t i n g s c r e w , a n d tw o w o o d l a g s c r e w s . Th e r e v i e w w a s b a s e d o n t h e f o l l o w i n g r e f e r e n c e d a t a : x A p p l i e d M a t e r i a l s & E n g i n e e r i n g , N e w C o n s t r u c t i o n C o m p o s i t i o n M o u n t ( Q M N C 3 - 3/ 4 ” F i n i s h e d H e i g h t ) L o a d T e s t i n g , P r o j e c t N u m b e r 1 1 1 1 1 4 C , M a r c h 2 3 , 2 0 1 1 x A p p l i e d M a t e r i a l s & E n g i n e e r i n g , L o w S l o p e M o u n t Q M L S - 9 H a r d w a r e L o a d T e s t i n g , Pr o j e c t N u m b e r 1 1 1 2 0 3 C , M a y 5 , 2 0 1 1 x A p p l i e d M a t e r i a l s & E n g i n e e r i n g , L o w S l o p e M o u n t Q M L S - 1 2 H a r d w a r e L o a d Te s t i n g , P r o j e c t N u m b e r 1 1 1 2 0 4 C , M a y 9 , 2 0 1 1 x A p p l i e d M a t e r i a l s & E n g i n e e r i n g , L o w S l o p e M o u n t Q M L S - 7 H a r d w a r e L o a d T e s t i n g , Pr o j e c t N u m b e r 1 1 1 3 1 6 C , J u l y 5 , 2 0 1 1 x A p p l i e d M a t e r i a l s & E n g i n e e r i n g , Q u i c k M o u n t Q B a s e w i t h 4 . 5 ” P o s t a s U s e d i n L o w Sl o p e M o u n t ( Q M L S H - 5 ) & S t a n d a r d F l a t T i l e M o u n t ( Q M S F T ) L o a d T e s t i n g , P r o j e c t Nu m b e r 1 1 1 2 0 4 C , M a r c h 2 3 , 2 0 2 0 AM E i s a l i c e n s e d t e s t i n g a n d e n g i n e e r i n g f i r m l o c a t e d i n C a l i f o r n i a , w h e r e t h e t e s t i n g o f t h e QB a s e a s s e m b l y w a s p e r f o r m e d . T h e Q B a s e a s s e m b l y i s d e s i g n e d t o s u p p o r t a n d f a s t e n r a i l s an d P V m o d u l e s m a n u f a c t u r e d b y o t h e r s t o t h e s t r u c t u r a l r o o f f r a m i n g t h r o u g h p l y w o o d o r O S B sh e a t h i n g a n d a v a r i e t y o f r o o f i n g m a t e r i a l s i n c l u d i n g T P O , P V C , E P D M , b u i l t - u p r o o f i n g , co m p o s i t i o n s h i n g l e s , t i l e , s h a k e , a n d s l a t e . F i g u r e 1 b e l o w d e l i n e a t e s t h e c o m p o n e n t s o f t h e QB l o c k a s s e m b l y .  1 8 1 5 W D i e h l R d , N a p e r v i l l e , I L 6 0 5 6 3 63 0 - 2 1 9 - 1 9 9 7 ( P ) ww w . s t r u c t u r a l e n g i n u i t y i n c . c o m  FI G U R E 1 : Q B a s e A s s e m b l y Te s t i n g o f t h e Q B a s e a s s e m b l y c o n s i s t e d o f t e s t s p e c i m e n s t h a t w e r e m a d e u p o f t h e f o l l o w i n g : - a w o o d t e s t b e d r e p r e s e n t i n g a w o o d f r a m e d r o o f t h a t i s c o m p r i s e d o f 1 / 2 ” p l y w o o d A P A ra t e d S t r u c t u r a l I s h e a t h i n g o v e r 1 6 ” l o n g 2 ” x 4 ” r a f t e r s c o v e r e d w i t h r o o f i n g p a p e r . - a Q P M V Q B a s e b r a c k e t a t t a c h e d t o r a f t e r s u s i n g t w o  5/ 1 6 ” Ø x 3 ” l a g s c r e w s w i t h a mi n i m u m p e n e t r a t i o n o f 2 ” i n t o t h e s t r u c t u r a l m e m b e r s , Th e t e s t p r o c e d u r e s w e r e c r e a t e d t o s i m u l a t e t h e r e a c t i o n s t h a t w o u l d b e a p p l i e d t o t h e Q B a s e as s e m b l y d u e t o t h e e n v i r o n m e n t a l l o a d s p r o j e c t e d o n a P V s o l a r r o o f a r r a y t h a t i s f a s t e n e d t o a ro o f b y t h e Q B l o c k s y s t e m . T h e t e s t s w e r e s i m u l a t e d f o r t h e e n v i r o n m e n t a l l o a d s a s f o l l o w s : - T e n s i o n l o a d t e s t s i m u l a t e d w i n d u p l i f t t h a t w a s n o r m a l t o t h e s l o p e o f t h e r o o f m i n u s se l f - w e i g h t o f t h e P V m o d u l e s , - L a t e r a l l o a d p a r a l l e l t o t h e r a f t e r s s i m u l a t e d p a r a l l e l t o r o o f f o r c e c o m p o n e n t o f do w n w a r d s n o w a n d s e l f - w e i g h t l o a d s , - L a t e r a l l o a d p e r p e n d i c u l a r t o t h e r a f t e r s s i m u l a t e d p e r p e n d i c u l a r t o r o o f f o r c e c o m p o n e n t of s e i s m i c l o a d s ,  1 8 1 5 W D i e h l R d , N a p e r v i l l e , I L 6 0 5 6 3 63 0 - 2 1 9 - 1 9 9 7 ( P ) ww w . s t r u c t u r a l e n g i n u i t y i n c . c o m  Th e e v a l u a t i o n w a s l i m i t e d t o t h e c o m p o n e n t s o f t h e Q B a s e t h a t a r e m a n u f a c t u r e d b y Q u i c k Mo u n t P V w i t h t e s t s p e c i m e n s i n s t a l l e d i n c o n f o r m a n c e w i t h Q u i c k M o u n t P V ’ s p r o d u c t in s t a l l a t i o n m a n u a l a n d s p e c i f i c a t i o n s . E l e m e n t s o f t h e t e s t s p e c i m e n t h a t a r e n o t m a n u f a c t u r e d by Q u i c k M o u n t P V , s u c h a s t h e r o o f r a f t e r s , r a i l s , a n d P V m o d u l e s , w e r e n o t a n a l y z e d i n S E I ’ s ev a l u a t i o n o f t h e Q M P V Q B a s e p r o d u c t ; t h e r e f o r e , l o a d c a p a c i t i e s o f t h e s e e x t e r n a l e l e m e n t s sh o u l d b e d e t e r m i n e d b y o t h e r s o r r e f e r e n c e d b y t e s t d a t a p r o v i d e d b y t h e m a n u f a c t u r e r s o f th e s e e l e m e n t s . T h e f o l l o w i n g t a b l e s l i s t t h e a l l o w a b l e l o a d s d e t e r m i n e d f r o m t h e c o m b i n e d re s u l t s f r o m t h e A M E T e s t R e p o r t s , i n c o n f o r m a n c e w i t h t h e 2 0 1 8 I n t e r n a t i o n a l B u i l d i n g C o d e an d I n t e r n a t i o n a l R e s i d e n t i a l C o d e a s w e l l a s t h e 2 0 1 9 C a l i f o r n i a B u i l d i n g C o d e a n d C a l i f o r n i a Re s i d e n t i a l C o d e f o r v e r i f y i n g c a p a c i t y o f t h e Q u i c k M o u n t P V Q B a s e t o b e u s e d a s a f a s t e n e r fo r r o o f m o u n t e d P V S o l a r A r r a y s i n t h e s t a t e o f C a l i f o r n i a . N o a d d i t i o n a l l o a d d u r a t i o n f a c t o r s ma y b e a p p l i e d t o t h e s e v a l u e s . Sh o u l d y o u h a v e a n y q u e s t i o n s r e l a t i n g t o t h i s m a t t e r p l e a s e c o n t a c t m e a t y o u r c o n v e n i e n c e . Si n c e r e l y , Pe t e r Ma r t i n Al l a n T. My k e t , P. E . En g i n e e r II I Pr e s i d e n t / F o u n d e r pm a r t i n @ s t r u c t u r a l e n g i n u i t y i n c . c o m am y k e t @ s t r u c t u r a l e n g i n u i t y i n c . c o m St r u c t u r a l E n g i n u i t y , I n c . Si n c e r e l y , P t M t i nv e n i e n c e . co m 4/ 1 4 / 2 0 2 0 Lo a d i n g  Co n d i t i o n F i n i s h e d  He i g h t  of  Mo u n t Me a n  Te s t e d  Pe a k  Lo a d  (l b s ) Mi n i m u m  Te s t e d  Pe a k  Lo a d  (l b s ) No .  of  Te s t s A l l o w a b l e  Lo a d  (l b s ) Te n s i o n Al l  Mo u n t s 30 3 1 28 0 7 3 93 6 3. 7 5 " 19 7 2 18 4 8 3 61 6 5" 14 1 8 13 9 7 3 46 6 7" 80 3 67 0 3 22 3 9" 76 3 75 3 3 25 1 12 " 51 9 48 4 3 16 1 3. 7 5 " 14 6 6 12 8 6 3 42 9 5" 10 2 4 95 6 3 31 9 7" 58 3 50 0 3 16 7 9" 57 9 51 6 3 17 2 12 " 37 7 33 0 3 11 0 Fa c t o r  of  Sa f e t y  Ca l c u l a t i o n  Me t h o d s : Ma t e r i a l  No t e s : Th e  Qu i c k  Mo u n t  PV  QB l o c k  Mo u n t  Pa r t s  ob s e r v e d  in  te s t s  to  fa i l u r e  mo d e s  as  no t e d  ab o v e . QB a s e  = Ca s t  A3 6 0  Al u m i n u m Po s t  = 60 6 3 ͲT5 / 6 0 6 3 ͲT6  Al u m i n u m Te s t  Lo a d i n g  No t e s : He m ͲFi r  an d  Sp r u c e ͲPi n e ͲFi r  (G = 0 . 4 2 )  Ͳ  Mu l t i p l y  al l o w a b l e  va l u e s  by  0. 7 7 Op e n ͲGr a i n e d  Re d w o o d  an d  We s t e r n  Ce d a r  (G = 0 . 3 6 )  Ͳ  Mu l t i p l y  al l o w a b l e  va l u e s  by  0. 6 1 La t e r a l  (P a r a l l e l  to  Ra f t e r ) La t e r a l  (P e r p e n d i c u l a r  to  Ra f t e r ) Sa f e t y  Fa c t o r  of  3. 0  is  us e d  in  al l  ca s e s  pe r  Ac c e p t a n c e  Cr i t e r i a  Ͳ  Jo i s t  Ha n g e r s  an d  Si m i l a r  De v i c e s  (A C 1 3 ) 1.  Ra f t e r s  us e d  in  sa m p l e s  co m p r i s e d  of  Do u g l a s  Fi r  wi t h  sp e c i f i c  gr a v i t y  av e r a g i n g  0. 4 5 .   Wo o d  sp e c i e s  an d  gr a d e  us e d  th a t  di f f e r s  fr o m  th i s  ma y  ca u s e  la g  sc r e w  pu l l Ͳou t  to  oc c u r  so o n e r ;  th e r e f o r e ,  ad j u s t m e n t  of  th e  ta b u l a t e d  al l o w a b l e  va l u e s  is  do n e  ba s e d  on  th e  sp e c i f i c  gr a v i t y  of  th e  ot h e r  sp e c i e s  of  wo o d .  Th e  ta b u l a t e d  va l u e s  sh a l l  no t  be  ad j u s t e d  by  a fa c t o r  gre a t e r  th a n  1.  Th e  20 1 5  ND S  equa t i o n  12 . 2 Ͳ1:  (G1 /G2 )1. 5 , re s u l t s  in  th e  fo l l o w i n g: 2.  Al l o w a b l e  lo a d  ta b l e s  ar e  ba s e d  on  a mi n i m u m  sc r e w  pe n e t r a t i o n  of  2"  in t o  th e  st r u c t u r a l  me m b e r .  If  le s s  pe n e t r a t i o n  is  ac h i e v e d ,  lo a d s  sh o u l d  be  ad j u s t e d  ac c o r d i n g l y . 3.  Ob s e r v e d  fa i l u r e  mo d e s  as  fo l l o w s : Te n s i o n :  La g  pu l l o u t La t e r a l  Pa r a l l e l  to  Ra f t e r :  La g  pu l l o u t  & al u m i n u m  fr a c t u r e La t e r a l  Pe r p e n d i c u l a r  to  Ra f t e r :  Pl y w o o d  be a r i n g  da m a g e  & bo l t  yie l d i n g Ta b l e  1 Al l o w a b l e  Lo a d s  fo r  Qu i c k  Mo u n t  PV  QB a s e  (Q M N C ,  QM U T M ,  QM S F T ,  QM N S ,  & QM L S H ) 18 1 5  W Di e h l  Rd ,  Na p e r v i l l e ,  IL  60 5 6 3  63 0 Ͳ21 9 Ͳ19 9 7  (P ) ww w . s t r u c t u r a l e n g i n u i t y i n c . c o m 4/ 1 4 / 2 0 2 0 3 3918 S Timber St- 2017707802/23/23 95 9 L a r c h m o n t C o u r t , A u r o r a , I L 6 0 5 0 4 63 0 - 2 1 9 - 1 9 9 7 ( P ) ww w . s t r u c t u r a l e n g i n u i t y i n c . c o m 1 / /2 0 1 7 At t n : M r . M a r s h a l l G r e e n Qu i c k M o u n t P V 27 0 0 M i t c h e l l D r . Wa l n u t C r e e k , C A , 9 4 5 9 8 RE : Q u i c k M o u n t P V Q B a s e M o u n t S y s t e m f o r u s e w i t h Ir o n R i d g e X R 1 0 R o o f F l u s h M o u n t S y s t e m SE I P r o j e c t N o . : 1 7 0 5 4 . 0 0 De a r M r . G r e e n St r u c t u r a l E n g i n u i t y I n c . ( S E I ) h a s c o m p l e t e d i t s r e v i e w o f t h e Q u i c k m o u n t P V Q B a s e M o u n t Sy s t e m f o r u s e i n c o n j u n c t i o n w i t h t h e I r o n R i d g e X R 1 0 R a i l , R o o f F l u s h M o u n t S y s t e m . T h e QB a s e p r o d u c t l i n e i n c l u d e s t h e C o m p o s i t i o n M o u n t ( Q M N C ) , M e t a l , S h a k e , & S l a t e M o u n t (Q M N S ) , S t a n d a r d F l a t T i l e M o u n t ( Q M S F T ) , U n i v e r s a l T i l e M o u n t ( Q M 87 0 ), a n d t h e L o w Sl o p e M o u n t ( Q M L S H ) . Th e r e v i e w w a s b a s e d o n t h e f o l l o w i n g r e f e r e n c e d a t a : x St a r l i n g M a d i s o n L o f q u i s t , I n c . , I r o n R i d g e X R 1 0 R a i l , R o o f F l u s h M o u n t i n g S y s t e m – St r u c t u r a l A n a l y s i s , M a r c h 1 4 , 2 0 1 6 x Ap p l i e d M a t e r i a l s & E n g i n e e r i n g , N e w C o n s t r u c t i o n C o m p o s i t i o n M o u n t ( Q M N C 3 - 3/ 4 ” F i n i s h e d H e i g h t ) L o a d T e s t i n g , P r o j e c t N u m b e r 1 1 1 1 1 4 C , M a r c h 2 3 , 2 0 1 1 x Ap p l i e d M a t e r i a l s & E n g i n e e r i n g , Q u i c k M o u n t Q B a s e w i t h 6 . 5 ” P o s t a s U s e d i n L o w Sl o p e M o u n t ( Q M L S H - 7 ) & U n i v e r s a l T i l e M o u n t ( Q M U T M ) L o a d T e s t i n g , P r o j e c t Nu m b e r 1 1 1 3 1 6 C , J u l y 5 , 2 0 1 1 x Ap p l i e d M a t e r i a l s & E n g i n e e r i n g , L o w S l o p e M o u n t Q M L S H - 9 H a r d w a r e L o a d Te s t i n g , P r o j e c t N u m b e r 1 1 1 2 0 3 C , M a y 5 , 2 0 1 1 x Ap p l i e d M a t e r i a l s & E n g i n e e r i n g , L o w S l o p e M o u n t Q M L S H - 1 2 H a r d w a r e L o a d Te s t i n g , P r o j e c t N u m b e r 1 1 1 2 0 4 C , M a y 9 , 2 0 1 1 x Ec l i p s e E n g i n e e r i n g , A l l o w a b l e L o a d C a p a c i t i e s f o r t h e Q u i c k M o u n t P V Q B a s e Mo u n t s y s t e m , J u n e 1 9 , 2 0 1 4 SE I h a s d e t e r m i n e d t h a t t h e Q M N C , Q M N S , Q M S F T , Q M U T M , a n d Q M L S H m o u n t s a r e su i t a b l e f o r u s e w i t h t h e I r o n R i d g e X R 1 0 R a i l , R o o f F l u s h M o u n t S y s t e m . T h e a p p r o v e d in s t a l l a t i o n a n d a l l o w a b l e l o a d s f o r t h e Q u i c k M o u n t P V Q B a s e p r o d u c t s i s o u t l i n e d i n t h e Ec l i p s e E n g i n e e r i n g r e p o r t r e f e r e n c e d a b o v e . T h e a l l o w a b l e l o a d v a l u e s a r e s h o w n b e l o w , n o ad d i t i o n a l l o a d d u r a t i o n f a c t o r s m a y b e a p p l i e d t o t h e s e v a l u e s . 95 9 L a r c h m o n t C o u r t , A u r o r a , I L 6 0 5 0 4 63 0 - 2 1 9 - 1 9 9 7 ( P ) ww w . s t r u c t u r a l e n g i n u i t y i n c . c o m Ta b l e 1 : Q B a s e R o o f M o u n t s Lo a d D i r e c t i o n S p e c i f i c G r a v i t y o f Lu m b e r R a f t e r QM N C , Q M N S , QM S F T QM U T M , QM L S H - 7 QM L S H - 9 Q M L S H - 1 2 Te n s i o n 0. 5 1 1 7 9 l b . Sh e a r - P a r a l l e l t o Ra f t e r 0. 5 68 6 l b . 25 7 l b . 2 5 7 l b . 1 6 8 l b . Sh e a r - P e r p e n d i c u l a r to R a f t e r 0. 5 46 4 l b . 1 7 1 l b . 2 1 6 l b . 1 2 2 l b . SE I h a s p r e p a r e d a l l o w a b l e r a i l s p a n c h a r t s f o r t h e I r o n R i d g e X R 1 0 R a i l S y s t e m u s e d i n co n j u n c t i o n w i t h t h e Q u i c k M o u n t P V Q B a s e p r o d u c t s . T h e s e s p a n t a b l e s s e r v e a s a q u i c k re f e r e n c e f o r l o o k i n g u p m a x i m u m r a i l s p a n s b a s e d o n b u i l d i n g a n d s i t e c o n d i t i o n s a n d f o l l o w th e 2 0 1 6 C B C , 2 0 1 5 I B C / I R C a n d a p p l i c a b l e A S C E 7 - 1 0 l o a d c a s e s . T h e t a b l e s t a k e i n t o ac c o u n t t h e s t r e n g t h o f t h e r a i l s y s t e m a s w e l l a s t h e a l l o w a b l e t e n s i o n a n d s h e a r f o r c e s o f t h e QB a s e m o u n t s . A s i t e s p e c i f i c a n a l y s i s i s r e q u i r e d i f t h e s i t e c o n d i t i o n s o r b u i l d i n g ch a r a c t e r i s t i c s d o n o t m e e t t h e r e q u i r e m e n t s l i s t e d i n t h e a t t a c h e d t a b l e s . I n a l l c a s e s , t h e ta b l e s a r e m e a n t t o b e u s e d i n c o n j u n c t i o n w i t h I r o n R i d g e X R 1 0 S t r u c t u r a l R e p o r t a n d Ca l c u l a t i o n s a n d a l l r e q u i r e m e n t s l i s t e d a r e s t i l l a p p l i c a b l e f o r t h e s e t a b l e s i n c l u d i n g e d g e z o n e s an d e d g e d i s t a n c e s . Pl e a s e c o n t a c t o u r o f f i c e i f y o u h a v e a n y f u r t h e r q u e s t i o n s r e l a t i n g t o t h i s m a t t e r . Si n c e r e l y , Pe t e r M a r t i n Al l a n T . M y k e t , P . E . En g i n e e r I I Pr e s i d e n t / F o u n d e r pm a r t i n @ s t r u c t u r a l e n g i n u i t y i n c . c o m am y k e t @ s t r u c t u r a l e n g i n u i t y i n c . c o m St r u c t u r a l E n g i n u i t y I n c . 1 2 / 2 9 / 2 0 1 7 ty in c co m er. Si n c e r e l y , P t M t i Te c h n i c a l D a t a S h e e t Po l y e t h e r T e c h n o l o g y CS I S e c t i o n N o . 0 7 1 2 1 3 Pr o d u c t D e s c r i p t i o n E- C u r b pe n e t r a t i o n s e a l s r e p l a c e o l d - s t y l e m e t a l p i t c h pa n s w i t h v e r s a t i l e , p r e c a s t c o m p o n e n t s a n d p o u r a b l e se a l a n t s . &ඐ ඍ ඕ  / එ ඖ ඓ ¶ ඛ E- C u r b s y s t e m c a n u s u a l l y b e LQ V W D O O H G  L Q  X Q G H U     P L Q X W H V  D Q G  Q H Y H U  U H T X L U H V  À D V K L Q J  or m e c h a n i c a l a t t a c h m e n t . Sp e c i a l C h a r a c t e r i s t i c s ‡ 5 D S L G  L Q V W D O O D W L R Q    ³ 6 O L S  ¿ W ´  O L J K W  Z H L J K W  F X U E  G H V L J Q  U H G X F H V  O D E R U  V L J Q L ¿ F D Q W O \  ‡ ( [ F H O O H Q W  D G K H V L R Q  W R  P R V W  U R R ¿ Q J  P D W H U L D O V  ‡ 1 R  À D V K L Q J  R U  P H F K D Q L F D O  D W W D F K P H Q W  U H T X L U H G  • S e r v i c e T e m p e r a t u r e - 4 0 ° F t o 2 0 0 ° F ( - 4 0 ° C t o 9 3 ° C ) • 1- P a r t ® DF F R P P R G D W H V  P R Y H P H Q W  D Q G  L V  V X J J H V W H G   I R U  X V H  R Q  D O O  J U D Q X O D W H G  P H P E U D Q H V  D Q G  G H W D L O V wi t h e x c e s s i v e m o v e m e n t . • F o r s l o p e d r o o f a p p l i c a t i o n s , s u b s t i t u t e Du r a L i n k ® 5 0 no n - s l u m p a d h e s i v e / s e a l a n t f o r 1- P a r t a n d M- 1 ® /D V W  5 H Y L V L R Q            E- C UR B ® SYS T E M 62 / $ 5  3 ( 1 ( 7 5 $ 7 , 2 1  6 ( $ / 6 E- C u r b s D U H  G H V L J Q H G  I R U  X V H  R Q  J U D Q X O D W H G  P R G L ¿ H G  EL W X P H Q   D V S K D O W  D Q G  F R D O  W D U  %  8  5   E X L O W  X S  U R R ¿ Q J    E- C u r b s D U H  V S H F L ¿ H G  I R U  3 9 &   ( 3 ' 0   3 , %   D Q G  7 3 2  VL Q J O H  S O \  U R R ¿ Q J  P H P E U D Q H V    7 3 2  3 U L P H U  L V  U H T X L U H G  IR U  X V H  Z L W K  7 3 2  V L Q J O H  S O \  U R R I  P H P E U D Q H  Wh e n i n s t a l l e d p r o p e r l y , t h i s s y s t e m f o r m s a d u r a b l e , ZD W H U S U R R I  U X E E H U  V H D O  D U R X Q G  S H Q H W U D W L R Q V    $ Q  H[ W H Q G H G  P D Q X I D F W X U H  Z D U U D Q W \  D J D L Q V W  O H D N V  L V  ac t i v a t e d w i t h s u b m i t t a l o f a c o m p l e t e d w a r r a n t y c a r d . Re s t r i c t i o n s • 3O H D V H  F R Q W D F W  F X V W R P H U  V H U Y L F H  I R U  D S S O L F D W L R Q  J X L G H O L Q H V  Z L W K  W H P S H U D W X U H V  E H O R Z    ƒ )   ƒ &  ‡ ' R  Q R W  D S S O \  L I  U D L Q  L V  D Q W L F L S D W H G  Z L W K L Q    K R X U V  ‡ ' R  Q R W  X V H  R Q  + \ S D O R Q  R U  V P R R W K  $ 3 3  P R G L ¿ H G  E L W X P H Q  P H P E U D Q H    ) R U  V P R R W K  $ 3 3   W R U F K  G R Z Q  D  W D U J H W  R I  J U D Q X O D W H G  $ 3 3  E H I R U H  L Q V W D O O D W L R Q  ‡ 7 3 2  3 U L P H U  P X V W  E H  X V H G  I R U  7 3 2  D S S O L F D W L R Q V  ‡ ' R  Q R W  S U L P H  E R Q G L Q J  V X U I D F H V  Z L W K  D V S K D O W  S U L P H U  ‡ ' R  Q R W  X V H  D V S K D O W  F H P H Q W  D V  D  ³ Q L J K W  V H D O D Q W ´  Us e M- 1 f o r t h i s p u r p o s e . • E- C u r b N L W V  D U H  G H V L J Q H G  W R  F R Q W D L Q  H Q R X J K  1- P a r t  W R  ¿ O O  H D F K  F X U E  Z L W K  G L V S O D F H P H Q W  L Q  F R Q V L G H U D W L R Q  Re f e r t o o u r p e n e t r a t i o n c a l c u l a t o r u n d e r c o n t r a c t o r  U H V R X U F H V  D W  F K H P O L Q N  F R P  W R  Y H U L I \  Y R O X P H V  E- C u r b S y s t e m C o m p o n e n t s • E- C u r b H [ W H U L R U  U L Q J V   V W U D L J K W V   D Q G  F R U Q H U V  • M- 1 6 W U X F W X U D O  $ G K H V L Y H  6 H D O D Q W  X V H G  I R U  E R Q G L Q J th e E- C u r b F R P S R Q H Q W V   V H D O L Q J  D Q G  S U L P L Q J  W K H pe n e t r a t i o n . • 1- P a r t ³ P R L V W X U H  F X U H ´  S R X U D E O H  V H D O H U   X V H G  W R  I R U P  D  G X U D E O H   Z D W H U  W L J K W  V H D O  D U R X Q G  W K H  U R R I  S H Q H W U D W L R Q  E- C u r b S U H F D V W  I R U P  F R P S R Q H Q W V  D U H  F R P S R V H G  R I  O L J K W  ZH L J K W  Q \ O R Q  U H V L Q    7 K H  E- C u r b L V    L Q F K H V  K L J K  D Q G  L V  av a i l a b l e i n a v a r i e t y o f s h a p e s a n d s i z e s . St a n d a r d s i z e s i n c l u d e b i s e c t e d c i r c u l a r p i e c e s w i t h in s i d e d i a m e t e r s o f 3 , 4 , 5 , 6 o r 9 i n c h e s ; c o r n e r p i e c e s ZL W K  D    L Q F K  U D G L X V   V W U D L J K W  S L H F H V  L Q    L Q F K  R U    L Q F K  OH Q J W K V   D Q G  D     ´  [     ´  U H F W D Q J O H    7 K H  R X W H U  V X U I D F H  LV  L P S H U Y L R X V  W R  L F H   F R U U R V L R Q   8 9  X O W U D Y L R O H W  O L J K W  D Q G  SR Q G L Q J  Z D W H U  M- 1  6 W U X F W X U D O  $ G K H V L Y H  6 H D O D Q W  L V  D  G X U D E O H   V H O I  ¿[ W X U L Q J  P R L V W X U H  F X U H  P D V W L F    & D U W U L G J H V  R I  M- 1 a r e su p p l i e d i n e a c h E- C u r b K i t . C o m p o n e n t s a r e a l s o s o l d se p a r a t e l y . 1- P a r t  L V  D  K L J K O \  À H [ L E O H   V H O I  O H Y H O L Q J  P R L V W X U H  F X U H  SR X U D E O H  V H D O H U  W K D W  H O L P L Q D W H V  P L [ L Q J    , W  L V  D O V R       VR O L G  U X E E H U   K D V  D  Y H U \  O R Z  9 2 &  F R Q W H Q W   Z L O O  Q R W  P H O W  RU  V K U L Q N   D Q G  L V  U H V L V W D Q W  W R  G H W H U L R U D W L R Q    , W  L V  V X S S O L H G  LQ       R ]  D Q G     R ]  F D U W U L G J H V  R U      J D O O R Q  S R X F K H V    Un u s e d s e a l a n t c a n b e c a p p e d a n d r e u s e d . 'R F X P H Q W  1 R   ' 6     6 &ඐ ඍ ඕ  / එ ඖ ඓ Co n s t r u c t i o n & M a i n t e n a n c e 7H O H S K R Q H               )D [                  (   / \ R Q V  6 W U H H W 6F K R R O F U D I W   0 ,       ZZ Z  F K H P O L Q N  F R P 0D G H  L Q  W K H  8 6 $    , 6 2            F H U W L ¿ H G St e p 1 5H P R Y H  D O O  S U H Y L R X V O \  D S S O L H G  F D X O N   P D V W L F   F H P H Q W   as p h a l t , a n d o t h e r c o n t a m i n a n t s f r o m p e n e t r a t i o n s wi t h a w i r e b r u s h . C l e a n a l l s m o o t h s u b s t r a t e s w i t h LV R S U R S \ O  R U  G H Q D W X U H G  D O F R K R O    % U X V K  D Z D \  D O O  J U D Y H O  RU  O R R V H  J U D Q X O H V    6 H D O  W K H  E D V H  R I  H D F K  S H Q H W U D W L R Q  wi t h M- 1 . C o a t p e n e t r a t i o n s w i t h M- 1 W R   ´  D E R Y H  W K H  ro o f l i n e . St e p 2 +R O G  D  V H F W L R Q  R I  E- C u r b  À D W  V L G H  X S   D Q G  D S S O \  D    ´  E H D G  R I  M- 1 t o t h e e n t i r e b o t t o m p e r i m e t e r . $S S O \    D G G L W L R Q D O     ´  E H D G  R I  M- 1 d o w n t h e c e n t e r RI  W K H  V H F W L R Q    ' R  Q R W  W R R O  W K H  E H D G V  À D W    3 O D F H  W K H  E- C u r b s e c t i o n o n t h e r o o f s u r f a c e t o f o r m a h a l f c i r c l e DU R X Q G  W K H  S H Q H W U D W L R Q V    3 U H V V  G R Z Q  ¿ U P O \  X Q W L O  M- 1 H[ W U X G H V  I U R P  W K H  R X W V L G H  H G J H V  St e p 3 $S S O \  M- 1 t o t h e s e c o n d s e c t i o n o f E- C u r b a s d e s c r i b e d DE R Y H    3 O D F H  W K H  V H F R Q G  V H F W L R Q  R I  F X U E  R Q  W K H  U R R I  VX U I D F H  W R  I R U P  D  F L U F O H  Z L W K  W K H  ¿ U V W  V H F W L R Q    3 U H V V  ¿U P O \  L Q   S O D F H  X Q W L O  H [ F H V V  D G K H V L Y H  H [ W U X G H V  I U R P  W K H  RX W V L G H  H G J H V    $ S S O \  D  E H D G  R I  M- 1 a r o u n d t h e o u t s i d e ba s e o f t h e i n s t a l l e d E- C u r b , a n d t o o l t o f o r m a s m o o t h ¿O O H W    ) R U  Q R Q  E- C u r b p e n e t r a t i o n s s e a l s , a d d M- 1 t o sc a r f j o i n t s u r f a c e s a n d t o o l s m o o t h . St e p 4 &X W  W L S  R ႇ  1- P a r t  F D U W U L G J H  D W  Z L G H V W  S R L Q W  R Q  S O D V W L F  QR ] ] O H  D Q G  S L H U F H  W K H  I R L O  V H D O    , Q V H U W  L Q W R  F D X O N L Q J  J X Q  an d p u m p E- C u r b I X O O    : K H Q  X V L Q J  D  1- P a r t po u c h , re m o v e c a p , p o u r , s q u e e z e o u t e x c e s s a i r , a n d r e s e a l . No t e : T o p r o v i d e a n a d e q u a t e r u b b e r s e a l , m a i n t a i n a ´  G L V W D Q F H  E H W Z H H Q  S H Q H W U D W L R Q V  D Q G  L Q V L G H  H G J H  R I   th e E - C u r b . $O O  S U R S H U W L H V  G H V F U L E H G  L Q  W K L V  G R F X P H Q W  D U H  G H U L Y H G  I U R P  W H V W L Q J  F R Q G X F W H G  L Q  O D E R U D W R U \  F R Q G L W L R Q V   3 U R S H U W L H V  D Q G  S H U I R U P D Q F H  ZL O O  Y D U \  G H S H Q G L Q J  R Q  H Q Y L U R Q P H Q W D O  F R Q G L W L R Q V  D Q G  D S S O L F D W L R Q  W H F K Q L T X H   7 H V W  D Q G  H Y D O X D W H  W R  G H W H U P L Q H  D S S U R S U L D W H  X V D J H  9L V L W  Z Z Z  F K H P O L Q N  F R P  I R U  W K H  6 D I H W \  ' D W D  6 K H H W   7 H F K Q L F D O  ' D W D  * X L G H V  D Q G  I X O O  Z D U U D Q W \  I R U  W K L V  S U R G X F W  /, 0 , 7 ( '  : $ 5 5 $ 1 7 <   Cਧਤ ਬ L ਨਭ ਪ ZD U U D Q W V  W K L V  S U R G X F W ¶ V  S H U I R U P D Q F H   S U R Y L G H G  L W  L V  S U R S H U O \  V W R U H G  D Q G  D S S O L H G  Z L W K L Q    \ H D U   ,I  W K L V  Cਧਤ ਬ L ਨਭ ਪ PD W H U L D O  L V  S U R Y H G  W R  E H  G H I H F W L Y H   U H W X U Q  U H P D L Q L Q J  S U R G X F W  D Q G  S X U F K D V H  U H F H L S W  I R U  U H I X Q G  R U  U H S O D F H P H Q W  of p r o d u c t e x c l u s i v e o f l a b o r o r c o s t o f l a b o r . T h i s i s t h e s o l e a n d e x c l u s i v e r e m e d y f o r d e f e c t s o r f a i l u r e o f t h i s p r o d u c t . U s e r PX V W  U H D G  D Q G  I R O O R Z  W K H  G L U H F W L R Q  R I  W K H  F X U U H Q W  7 H F K Q L F D O  ' D W D  * X L G H  D Q G  6 ' 6  S U L R U  W R  S U R G X F W  X V H   8 V H U  G H W H U P L Q H V  V X L W D E L O L W \  RI  S U R G X F W  I R U  L Q W H Q G H G  X V H  D Q G  D V V X P H V  D O O  U L V N V    0 D Q X I D F W X U H U  V K D O O  Q R W  E H  O L D E O H  I R U  G D P D J H V  L Q F O X G L Q J  F R Q V H T X H Q W L D O  RU  L Q F L G H Q W D O  G D P D J H V  L Q  H [ F H V V  R I  W K H  S X U F K D V H  S U L F H   H [ F H S W  Z K H U H  V X F K  H [ F O X V L R Q  R U  O L P L W D W L R Q  L V  S U R K L E L W H G  E \  V W D W H  O D Z   7+ , 6  : $ 5 5 $ 1 7 <  , 6  , 1  / , ( 8  2 )  $ / /  2 7 + ( 5  : $ 5 5 $ 1 7 , ( 6   : 5 , 7 7 ( 1  2 5  2 5 $ /   6 7 $ 7 8 7 2 5 <   ( ; 3 5 ( 6 6  2 5  , 0 3 / , ( '  ,1 & / 8 ' , 1 *  $ 1 <  : $ 5 5 $ 1 7 <  2 )  0 ( 5 & + $ 1 7 $ % , / , 7 <  2 5  ) , 7 1 ( 6 6  ) 2 5  $  3 $ 5 7 , & 8 / $ 5  3 8 5 3 2 6 (   H [ F H S W  I R U  W K H  D E R Y H  H[ S U H V V  Z D U U D Q W \  J L Y H Q  E \  P D Q X I D F W X U H U   W K H  S U R G X F W  L V  V R O G  Z L W K  D O O  I D X O W V   Cਧਤ ਬ L ਨਭ ਪ 6 + $ / /  1 2 7  % (  5 ( 6 3 2 1 6 , % / (  ) 2 5  7+ (  8 6 (  2 )  7 + , 6  3 5 2 ' 8 & 7  , 1  $  0 $ 1 1 ( 5  7 2  , 1 ) 5 , 1 * (  2 1  $ 1 <  3 $ 7 ( 1 7  2 5  $ 1 <  2 7 + ( 5  , 1 7 ( / / ( & 7 8 $ /  3 5 2 3 ( 5 7 <  5, * + 7 6  + ( / '  % <  2 7 + ( 5 6   7 K L V  Z D U U D Q W \  J L Y H V  \ R X  V S H F L ¿ F  O H J D O  U L J K W V   D Q G  \ R X  P D \  D O V R  K D Y H  R W K H U  U L J K W V  L Q  W K H  8  6   Z K L F K  YD U \  I U R P  V W D W H  W R  V W D W H    ) R U  Z D U U D Q W \  F O D L P  L Q I R U P D W L R Q   F D O O               3918 S Timber St- 2017707802/23/23 Te c h B r i e f Cl a s s A F i r e R a t i n g Ba c k g r o u n d $O O  U R R  Q J  S U R G X F W V  D U H  W H V W H G  D Q G  FO D V V L  H G  I R U  W K H L U  D E L O L W \  W R  U H V L V W   U H  5H F H Q W O \   W K H V H   U H  U H V L V W D Q F H  V W D Q G D U G V  ZH U H  H [ S D Q G H G  W R  L Q F O X G H  V R O D U  H T X L S P H Q W  DV  S D U W  R I  W K H  U R R I  V \ V W H P   6 S H F L  F D O O \   W K L V  UH T X L U H V  W K H  P R G X O H V   P R X Q W L Q J  K D U G Z D U H  DQ G  U R R I  F R Y H U L Q J  W R  E H  W H V W H G  W R J H W K H U  D V  D V \ V W H P  W R  H Q V X U H  W K H \  D F K L H Y H  W K H  V D P H  U H  U D W L Q J  D V  W K H  R U L J L Q D O  U R R I  F R Y H U L Q J   7K H V H  Q H Z  U H T X L U H P H Q W V  D U H  E H L Q J  D G R S W H G  WK U R X J K R X W  W K H  F R X Q W U \  L Q        /X U T 8 O J M K  ) K X Z O  I G Z O U T ,U R Q 5 L G J H  Z D V  W K H   U V W  F R P S D Q \  W R  UH F H L Y H  D  & O D V V  $  ) L U H  5 D W L Q J ڐ W K H  K L J K H V W  SR V V L E O H  U D W L Q J ڐ I U R P  , Q W H U W H N  * U R X S  S O F    D  1D W L R Q D O O \  5 H F R J Q L ] H G  7 H V W L Q J  / D E R U D W R U \  ,U R Q 5 L G J H  ) O X V K  0 R X Q W  D Q G  7 L O W  0 R X Q W  6\ V W H P V  Z H U H  W H V W H G  R Q  V O R S H G  D Q G   D W  UR R I V  L Q  D F F R U G D Q F H  Z L W K  W K H  Q H Z  8 /        8 /       W H V W  V W D Q G D U G V   7 K H  W H V W L Q J  HY D O X D W H G  W K H  V \ V W H P ڕ V  D E L O L W \  W R  U H V L V W  D P H  V S U H D G   E X U Q L Q J  P D W H U L D O  D Q G VW U X F W X U D O  G D P D J H  W R  W K H  U R R I  5H I H U  W R  W K H  W D E O H  E H O R Z  W R  G H W H U P L Q H  W K H  UH T X L U H P H Q W V  I R U  D F K L H Y L Q J  D  & O D V V  $  ) L U H  5D W L Q J  R Q  \ R X U  Q H [ W  S U R M H F W  Te s t S e t u p So l a r M o d u l e s 6R O D U  P R G X O H V  D U H  J L Y H Q  D  7 \ S H  FO D V V L  F D W L R Q  E D V H G  R Q  W K H L U  PD W H U L D O V  D Q G  F R Q V W U X F W L R Q  Mo u n t i n g S y s t e m 0R X Q W L Q J  L V  W H V W H G  D V  S D U W  R I  D  V\ V W H P  W K D W  L Q F O X G H V  W \ S H  W H V W H G  PR G X O H V  D Q G   U H  U D W H G  U R R I  F R Y H U L Q J  Ro o f C o v e r i n g 5R R I  F R Y H U L Q J  S U R G X F W V  D U H  J L Y H Q  D  )L U H  & O D V V  5 D W L Q J  R I  $   %  R U  &  E D V H G  RQ  W K H L U  W H V W H G   U H  U H V L V W D Q F H  $ E X U Q L Q J  Z R R G H Q  E O R F N  L V  S O D F H G  R Q  P R G X O H  D V  D  I D Q  E O R Z V  D W     P S K   )O D P H  F D Q Q R W  E H  V H H Q  R Q  X Q G H U V L G H  R I  U R R I  Z L W K L Q     P L Q X W H V   Bu r n i n g B r a n d T e s t )O D P H  D W  V R X W K H U Q  H G J H  R I  U R R I  L V  D L P H G  X S  W K H  U R R I  D V  D  I D Q  E O R Z V  D W     PS K   7 K H   D P H  F D Q Q R W  V S U H D G    I H H W  R U  P R U H  L Q     P L Q X W H V  Sp r e a d o f F l a m e T e s t Fi r e T e s t i n g P r o c e s s Sy s t e m Ro o f S l o p e Mo d u l e Fi r e R a t i n g * )O X V K  0 R X Q W $Q \  6 O R S H 7\ S H          Cl a s s A 7L O W  0 R X Q W ݬ   ' H J U H H V 7\ S H          Cl a s s A & O D V V  $  U D W H G  3 9  V \ V W H P V  F D Q  E H  L Q V W D O O H G  R Q  & O D V V  $   %   D Q G  &  U R R I V   Te c h B r i e f © 2 0 1 6 I r o n R i d g e , I n c . A l l r i g h t s r e s e r v e d . V i s i t w w w . i r o n r i d g e . c o m o r c a l l 1 - 8 0 0 - 2 2 7 - 9 5 2 3 f o r m o r e i n f o r m a t i o n . V e r s i o n 1 . 2 0 Mo r e R e s o u r c e s In s t a l l a t i o n M a n u a l s 9L V L W  R X U  Z H E V L W H  I R U  P D Q X D O V  W K D W  L Q F O X G H  8 /      / L V W L Q J  D Q G  ) L U H  5 D W L Q J  & O D V V L  F D W L R Q  Go t o I r o n R i d g e . c o m +T M O T K K X O T M  ) K X Z O  I G Z O U T  2 K Z Z K X Y :H  R I I H U  F R P S O H W H  H Q J L Q H H U L Q J  U H V R X U F H V  DQ G  S U H  V W D P S H G  F H U W L  F D W L R Q  O H W W H U V  Go t o I r o n R i d g e . c o m Fr e q u e n t l y A s k e d Q u e s t i o n s Wh a t i s a “ m o d u l e t y p e ” ? 7K H  Q H Z  8 /      V W D Q G D U G  L Q W U R G X F H V  W K H  F R Q F H S W  R I  D  39  P R G X O H  W \ S H   E D V H G  R Q    F R Q V W U X F W L R Q  S D U D P H W H U V  DQ G     U H  S H U I R U P D Q F H  S D U D P H W H U V   7 K H  S X U S R V H  R I  WK L V  F O D V V L  F D W L R Q  L V  W R  F H U W L I \  P R X Q W L Q J  V \ V W H P V  Z L W K R X W  QH H G L Q J  W R  W H V W  L W  Z L W K  H Y H U \  P R G X O H  =N G Z  X U U  T M  S G Z K X O G R Y  G X K  I U \ K X K J % $O O   U H  U D W H G  U R R  Q J  P D W H U L D O V  D U H  F R Y H U H G  Z L W K L Q  W K L V  FH U W L  F D W L R Q  L Q F O X G L Q J  F R P S R V L W L R Q  V K L Q J O H   F O D \  D Q G  FH P H Q W  W L O H   P H W D O   D Q G  P H P E U D Q H  U R R I V  Wh a t i f I h a v e a C l a s s C r o o f , b u t t h e j u r i s d i c t i o n no w r e q u i r e s C l a s s A o r B ? *H Q H U D O O \   R O G H U  U R R I V  Z L O O  W \ S L F D O O \  E H  ژ J U D Q G I D W K H U H G  LQ ڙ   D Q G  Z L O O  Q R W  U H T X L U H  U H  U R R  Q J   + R Z H Y H U   L I      R U  PR U H  R I  W K H  U R R  Q J  P D W H U L D O  L V  U H S O D F H G  I R U  W K H  V R O D U  LQ V W D O O D W L R Q  W K H  F R G H  U H T X L U H P H Q W  Z L O O  E H  H Q I R U F H G  =N K X K  O Y  Z N K  T K ]   X K  X G Z O T M  X K W [ O X K S K T Z  I U J K  R O Y Z K J %     , % &            ) L U H  F O D V V L  F D W L R Q   5 R R I W R S  PR X Q W H G  S K R W R Y R O W D L F  V \ V W H P V  V K D O O  K D Y H  W K H  V D P H   U H  FOD V V L  F D W L R Q  D V  W K H  U R R I  D V V H P E O \  U H T X L U H G  E \  6 H F W L R Q     Wh e r e i s a C l a s s A F i r e R a t i n g r e q u i r e d ? 7K H  J H Q H U D O  U H T X L U H P H Q W  I R U  U R R  Q J  V \ V W H P V  L Q  W K H  , % &  UH I H U V  W R  D  & O D V V  &   U H  U D W L Q J   & O D V V  $  R U  %  L V  U H T X L U H G  I R U  DU H D V  V X F K  D V  : L O G O D Q G  8 U E D Q  , Q W H U I D F H  D U H D V  : 8 ,  D Q G  IR U  Y H U \  K L J K   U H  V H Y H U L W \  D U H D V   0 D Q \  R I  W K H V H  D U H D V  D U H  IR X Q G  W K U R X J K R X W  W K H  Z H V W H U Q  8 Q L W H G  6 W D W H V   & D O L I R U Q L D  KD V  W K H  P R V W  & O D V V  $  D Q G  %  U R R I   U H  U D W L Q J  U H T X L U H P H Q W V   GX H  W R  Z L O G   U H  F R Q F H U Q V  Ar e s t a n d a r d m i d c l a m p s c o v e r e d ? 0L G  F O D P S V  D Q G  H Q G  F O D P S V  D U H  F R Q V L G H U H G  S D U W  R I  W K H  39  ژ V \ V W H P ڙ   D Q G  D U H  F R Y H U H G  L Q  W K H  F H U W L  F D W L R Q  =N G Z  G Z Z G I N S K T Z Y  G T J   G Y N O T M Y  G X K  J K K S K J  co m p a t i b l e w i t h C l a s s A ? $W W D F K P H Q W V  D Q G  W K H L U  U H V S H F W L Y H   D V K L Q J V  D U H  Q R W  FR Q V W L W X H Q W V  R I  W K H  U D W L Q J  D W  W K L V  W L P H   $ O O  F R G H  F R P S O L D Q W  D V K L Q J  P H W K R G V  D U H  D F F H S W D E O H  I U R P  D   U H  U D W L Q J  VW D Q G S R L Q W  Wh a t m o u n t i n g h e i g h t i s a c c e p t a b l e ? 8/   U H  W H V W L Q J  Z D V  S H U I R U P H G  Z L W K  D  J D S  R I   ڙ   Z K L F K  L V  FR Q V L G H U H G  Z R U V W  F D V H  L Q  W K H  V W D Q G D U G   7 K H U H I R U H   W K H  UD W L Q J  L V  D S S O L F D E O H  W R  D Q \  P R G X O H  W R  U R R I  J D S  'S  /  X K W [ O X K J  Z U  O T Y Z G R R  Y Q O X Z O T M  Z U  S K K Z  Z N K   X K  co d e ? 1R   , U R Q 5 L G J H  D F K L H Y H G  D  & O D V V  $   U H  U D W L Q J  Z L W K R X W  D Q \  DG G L W L R Q D O  U D F N L Q J  F R P S R Q H Q W V  =N G Z  J K Z K X S O T K Y  , O X K  ) R G Y Y O  I G Z O U T % )L U H  & O D V V L  F D W L R Q  U H I H U V  W R  D   U H  U H V L V W D Q F H  U D W L Q J  V\ V W H P  I R U  U R R I  F R Y H U L Q J  P D W H U L D O V  E D V H G  R Q  W K H L U  D E L O L W \  WR  Z L W K V W D Q G   U H  H [ S R V X U H  &O D V V  $    H I I H F W L Y H  D J D L Q V W  V H Y H U H   U H  H [ S R V X U H &O D V V  %    H I I H F W L Y H  D J D L Q V W  P R G H U D W H   U H  H [ S R V X U H &O D V V  &    H I I H F W L Y H  D J D L Q V W  O L J K W   U H  H [ S R V X U H Wh a t i f t h e r o o f c o v e r i n g i s n o t C l a s s A r a t e d ? 7K H  , U R Q 5 L G J H  & O D V V  $  U D W L Q J  Z L O O  Q R W  G L P L Q L V K  W K H   U H  UD W L Q J  R I  W K H  U R R I   Z K H W K H U  & O D V V  $   %   R U  &  =N G Z  Z O R Z Y  O Y  Z N K  Z O R Z  S U [ T Z  Y _ Y Z K S   X K  X G Z K J  L U X %  7K H  W L O W  P R X Q W  V \ V W H P  L V  U D W H G  I R U    G H J U H H V  D Q G  X S  D Q G  DQ \  U R R I  W R  P R G X O H  J D S   R U  P R X Q W L Q J  K H L J K W  Te c h B r i e f So l a r I s N o t A l w a y s S u n n y Ov e r t h e i r l i f e t i m e , s o l a r p a n e l s e x p e r i e n c e c o u n t l e s s ex t r e m e w e a t h e r e v e n t s . N o t j u s t t h e w o r s t s t o r m s i n y e a r s , bu t t h e w o r s t s t o r m s i n 4 0 y e a r s . H i g h w i n d s c a p a b l e o f ri p p i n g p a n e l s f r o m a r o o f , a n d s n o w f a l l s w e i g h i n g en o u g h t o b u c k l e a p a n e l f r a m e . XR R a i l s a r e t h e s t r u c t u r a l b a c k b o n e p r e v e n t i n g th e s e r e s u l t s . T h e y r e s i s t u p l i f t , p r o t e c t DJ D L Q V W  E X F N O L Q J  D Q G  V D I H O \  D Q G  H I À F L H Q W O \  tr a n s f e r l o a d s i n t o t h e b u i l d i n g s t r u c t u r e . Th e i r s u p e r i o r s p a n n i n g c a p a b i l i t y re q u i r e s f e w e r r o o f a t t a c h m e n t s , re d u c i n g t h e n u m b e r o f r o o f pe n e t r a t i o n s a n d t h e a m o u n t of i n s t a l l a t i o n t i m e . XR R a i l F a m i l y Fo r c e - S t a b i l i z i n g C u r v e Sl o p e d r o o f s g e n e r a t e b o t h v e r t i c a l a n d l a t e r a l fo r c e s o n m o u n t i n g r a i l s w h i c h c a n c a u s e t h e m to b e n d a n d t w i s t . T h e c u r v e d s h a p e o f X R R a i l s is s p e c i a l l y d e s i g n e d t o i n c r e a s e s t r e n g t h i n b o t h di r e c t i o n s w h i l e r e s i s t i n g t h e t w i s t i n g . T h i s u n i q u e fe a t u r e e n s u r e s g r e a t e r s e c u r i t y d u r i n g e x t r e m e we a t h e r a n d a l o n g e r s y s t e m l i f e t i m e . Co m p a t i b l e w i t h F l a t & P i t c h e d R o o f s Ro o f M o u n t u t i l i z e s X R Ra i l s , a l o n g w i t h o p t i o n a l al l - i n - o n e a t t a c h m e n t s , WR  V H F X U H  V \ V W H P V  Á X V K  ag a i n s t r e s i d e n t i a l r o o f s . Ro o f Mo u nt u ti l i ze s XR Ra i l s , a l o n g w i t h o p t i o n a l al l - i n - o n e a t t a c h m e n t s , WR  V H F X U H  V \VW H P V  ÁXV K ag a i n s t r e s i d e n t i a l r o o fs. Co r r o s i o n - R e s i s t a n t M a t e r i a l s XR R a i l s a r e co m p a t i b l e w i t h Fl a s h F o o t a n d ot h e r p i t c h e d r o o f at t a c h m e n t s . Ir o n R i d g e o f f e r s a r a n g e o f t i l t l e g RS W L R Q V  I R U  Á D W  ro o f m o u n t i n g ap p l i c a t i o n s . Al l X R R a i l s a r e m a d e o f 6 0 0 0 - s e r i e s al u m i n u m a l l o y , t h e n p r o t e c t e d w i t h a n DQ R G L ] H G  À Q L V K   $ Q R G L ] L Q J  S U H Y H Q W V  V X U I D F H  an d s t r u c t u r a l c o r r o s i o n , w h i l e a l s o p r o v i d i n g a m o r e a t t r a c t i v e a p p e a r a n c e . XR R a i l F a m i l y 7K H  ; 5  5 D L O  ) D P L O \  R I I H U V  W K H  V W U H Q J W K  R I  D  F X U Y H G  U D L O  L Q  W K U H H  W D U J H W H G  V L ] H V   ( D F K  V L ] H  V X S S R U W V  V S H F L À F  de s i g n l o a d s , w h i l e m i n i m i z i n g m a t e r i a l c o s t s . D e p e n d i n g o n y o u r l o c a t i o n , t h e r e i s a n X R R a i l t o m a t c h . © 2 0 2 0 I r o n R i d g e , I n c . A l l r i g h t s r e s e r v e d . V i s i t w w w . i r o n r i d g e . c o m o r c a l l 1 - 8 0 0 - 2 2 7 - 9 5 2 3 f o r m o r e i n f o r m a t i o n . V e r s i o n 1 . 2 0 Te c h B r i e f Ra i l S e l e c t i o n Th e t a b l e b e l o w w a s p r e p a r e d i n c o m p l i a n c e w i t h a p p l i c a b l e e n g i n e e r i n g c o d e s a n d s t a n d a r d s . * V a l u e s a r e ba s e d o n t h e f o l l o w i n g c r i t e r i a : A S C E 7 - 1 6 , G a b l e R o o f F l u s h M o u n t , R o o f Z o n e s 1 & 2 e , E x p o s u r e B , R o o f 6O R S H  R I    W R     G H J U H H V  D Q G  0 H D Q  % X L O G L Q J  + H L J K W  R I     I W   9 L V L W  , U R Q 5 L G J H  F R P  I R U  G H W D L O H G  F H U W L À F D W L R Q  O H W W H U V  Lo a d Ra i l S p a n Sn o w ( P S F ) W i n d ( M P H ) 4’ 5’ 4 ” 6’ 8’ 10 ’ 12 ’ No n e 90 12 0 14 0 XR 1 0 XR 1 0 0 XR 1 0 0 0 16 0 20 90 12 0 14 0 16 0 30 90 16 0 40 90 16 0 80 16 0 12 0 16 0 XR 1 0 0 XR 1 0 0 i s t h e u l t i m a t e r e s i d e n t i a l mo u n t i n g r a i l . I t s u p p o r t s a r a n g e o f wi n d a n d s n o w c o n d i t i o n s , w h i l e a l s o ma x i m i z i n g s p a n s u p t o 1 0 f e e t . •   ·  V S D Q Q L Q J  F D S D E L O L W \ • H e a v y l o a d c a p a b i l i t y • &O H D U   E O D F N  D Q R G L ] H G  À Q L V K • I n t e r n a l s p l i c e s a v a i l a b l e XR 1 0 ;5    L V  D  V O H H N   O R Z  S U R À O H  P R X Q W L Q J  ra i l , d e s i g n e d f o r r e g i o n s w i t h l i g h t o r no s n o w . I t a c h i e v e s s p a n s u p t o 6 f e e t , wh i l e r e m a i n i n g l i g h t a n d e c o n o m i c a l . • ·  V S D Q Q L Q J  F D S D E L O L W \ • M o d e r a t e l o a d c a p a b i l i t y • &O H D U   E O D F N  D Q R G L ] H G  À Q L V K • I n t e r n a l s p l i c e s a v a i l a b l e XR 1 0 0 0 XR 1 0 0 0 i s a h e a v y w e i g h t a m o n g VR O D U  P R X Q W L Q J  U D L O V   , W · V  E X L O W  W R  K D Q G O H  ex t r e m e c l i m a t e s a n d s p a n s u p t o 1 2 fe e t f o r c o m m e r c i a l a p p l i c a t i o n s . •   ·  V S D Q Q L Q J  F D S D E L O L W \ • E x t r e m e l o a d c a p a b i l i t y • &O H D U  D Q R G L ] H G  À Q L V K • I n t e r n a l s p l i c e s a v a i l a b l e ; H I S L  P Z  T L H U [  [ V  I L  H  Z P T W S P ÄLK  Z W H U  J O H Y [  MVY  J V U ] L ` P U NNLU L Y H S  Y H P S  J H W H I P S P [ P L Z   < Z L  H W W Y V ] L K  J L Y [ P ÄJH [ P V U  S L [ [ L Y Z  MVY  H J [ \ H S  K L Z P NU N\P K H U J L  3918 S Timber St- 2017707802/23/23  84 3 1 M u r p h y D r i v e Mi d d l e t o n , W I 5 3 5 6 2 U S A Te l e p h o n e : 6 0 8 . 8 3 6 . 4 4 0 0 Fa c s i m i l e : 6 0 8 . 8 3 1 . 9 2 7 9 ww w . i n t e r t e k . c o m 7H V W  9 H U L I L F D W L R Q  R I  & R Q I R U P L W \   d s             /                    /        /                         /                                                    s     K       "              s      #     /                                                       /     d       $          s              $   d  s                                       /           GF T - O P - 1 1 a ( 2 4 - M A R - 2 0 1 4 )    ^   E  E D W  W         /                                                           E    ! / Z  /!  "# $ %&'  () ! ,'+   ,(  "# h^ (  W  #   ! & & D  ^'  +& yZ  Z!  Z  %   W   &     ! &  , Z   Z  0& & D  1^'  2!  , ( &  Z  3  >+ ^%  %% +&   d'%      6    %&)   !  , ( &  Z  3  ^ % ^%  %% +& d'%     6    %&)   !  d   +&  #7 % 1  8 +  &  8 &     3    &  3 ) 2  %  &    & '   8     ' % +  8' &   3    !  E %        9  !  d&   %%8  +& ' / Z    6:  % ' 3 & !  D  ! / Z  & & D  +& yZ  Z (  E ! / Z  & & D  Z  ^   ! h>  ;6 1^  #!  #!62 ^  3  ^3 ' D  ^'   D   )   ,%Z    )    '   >  3  h  +&  &0W  W&) D    W   &     :! >  # Z  % h> ;6 d&     E)! >    1^  6!2 ^  3  ^3 ' 3  &0W  W&) D    W ! s    /  % K ! /  ? d  ^ )  E(  /! >6 D %&'  )  D   t/   #6#A #   d  ! >;  6;# d  Z  E ! ;A"66D/ 0   ;A"66D/ 0  "#";>D/ 0 B """"D/ 0 0 ! d                         -     d                          &  ! ,&  $8 & Z  ! ,& E  d ! d & //  &  Z    d !                 d & /  &  Z        ^ % !         ^ % !       # !                   ##A # !  ##A  © 2 0 2 0 I r o n R i d g e , I n c . CA Fl a t R o o f S y s t e m C e r t i f i c a t i o n L e t t e r - 1 28 3 5 7 I n d u s t r i a l B o u l e v a r d Ha y w a r d , C A 9 4 5 4 5 1- 8 0 0 - 2 2 7 - 9 5 2 3 Ir o n R i d g e . c o m At t n : Co r e y G e i g e r , C O O , I r o n R i d g e I n c . Da t e : Ja n u a r y 1 6 th , 2 0 2 0 Re : S t r u c t u r a l C e r t i f i c a t i o n a n d S p a n T a b l e s f o r I r o n R i d g e F l a t R o o f S y s t e m s Th i s l e t t e r c e r t i f i e s t h e s t r u c t u r a l p e r f o r m a n c e a n d c o d e c o m p l i a n c e o f I r o n R i d g e ’ s r o o f t o p p h o t o v o l t a i c ( P V ) m o u n t i n g sy s t e m s u s e d o n f l a t o r l o w p i t c h e d r o o f s w i t h t h e s l o p e n o t e x c e e d i n g 7 d e g r e e s f r o m t h e h o r i z o n t a l . T h e c o n t e n t s o f t h e le t t e r s h a l l b e r e a d i n i t s e n t i r e t y b e f o r e a p p l i e d t o a n y p r o j e c t d e s i g n . T h e I r o n R i d g e p r o p r i e t a r y s y s t e m s c e r t i f i e d i n t h i s le t t e r i n c l u d e t h e F l u s h M o u n t S y s t e m a p p l i e d w h e n m o d u l e s a r e s e t p a r a l l e l t o t h e r o o f , a n d t h e T i l t M o u n t S y s t e m w h i c h su p p o r t s m o d u l e t i l t s r a n g i n g f r o m 4 d e g r e e s t o 3 0 d e g r e e s r e l a t i v e t o t h e r o o f s u r f a c e . B o t h s y s t e m s a r e c a p a b l e o f su p p o r t i n g P V m o d u l e s i n s t a l l e d i n a p o r t r a i t o r l a n d s c a p e o r i e n t a t i o n . T h e t y p i c a l a s s e m b l y d e t a i l s a n d c o r e c o m p o n e n t s of t h e r e s p e c t i v e s y s t e m a r e p r o v i d e d i n E x h i b i t E X - 0 0 0 8 . All c o m p o n e n t s o f t h e I r o n R i d g e F l a t R o o f S y s t e m s a r e t o b e in s t a l l e d i n a w o r k m a n l i k e m a n n e r , f o l l o w i n g g e n e r a l l y a c c e p t e d s t a n d a r d s o f c o n s t r u c t i o n a n d i n d u s t r y b e s t p r a c t i c e s , an d a s d e s c r i b e d i n t h e T i l t M o u n t a n d F l u s h M o u n t I n s t a l l a t i o n M a n u a l s ( f o u n d o n t h e I r o n R i d g e w e b s i t e ) . Th e I r o n R i d g e F l a t R o o f S y s t e m s a s d e s c r i b e d a b o v e a r e d e s i g n e d a n d c e r t i f i e d t o t h e s t r u c t u r a l r e q u i r e m e n t s o f t h e re f e r e n c e s t a n d a r d s l i s t e d b e l o w , f o r t h e l o a d c o n d i t i o n s a n d c o n f i g u r a t i o n s t a b u l a t e d i n t h e a t t a c h e d s p a n t a b l e s . • A S C E / S E I 7 - 1 6 M i n i m u m D e s i g n L o a d s f o r B u i l d i n g s a n d O t h e r S t r u c t u r e s ( A S C E 7 - 1 6 ) • 2 0 1 8 I n t e r n a t i o n a l B u i l d i n g C o d e ( I B C - 2 0 1 8 ) • 2 0 1 9 C a l i f o r n i a B u i l d i n g C o d e ( C B C - 2 0 1 9 ) • 2 0 1 5 A l u m i n u m D e s i g n M a n u a l ( A D M - 2 0 1 5 ) Th e t a b l e s i n c l u d e d i n t h i s l e t t e r p r o v i d e t h e m a x i m u m a l l o w a b l e s p a n s o f X R R a i l s i n t h e T i l t M o u n t a n d F l u s h M o u n t Sy s t e m s f o r t h e r e s p e c t i v e l o a d s a n d c o n f i g u r a t i o n s l i s t e d , c o v e r i n g w i n d e x p o s u r e c a t e g o r i e s B , C , & D , a n d r o o f z o n e s 1, 2 & 3 . T h e s p a n t a b l e s a r e a p p l i c a b l e p r o v i d e d t h a t t h e f o l l o w i n g c o n d i t i o n s a r e m e t : 1. Sp a n i s t h e d i s t a n c e b e t w e e n t w o a d j a c e n t r o o f a t t a c h m e n t p o i n t s ( m e a s u r e d a t t h e c e n t e r o f t h e a t t a c h m e n t fa s t e n e r o r g r o u p o f f a s t e n e r s ) . 2. T h e u n d e r l y i n g r o o f p i t c h i s 7 d e g r e e s o r l e s s r e l a t i v e t o h o r i z o n t a l a n d t h e m a x i m u m m o d u l e t i l t ( t h e a n g l e be t w e e n m o d u l e a n d r o o f s u r f a c e ) i s 3 0 d e g r e e s o r l e s s . 3. T h e bu i l d i n g he i g h t , d e f i n e d a s t h e r o o f e a v e h e i g h t m e a s u r e d f r o m g r a d e , d o e s n o t e x c e e d 6 0 f e e t . 4. A m a x i m u m a r r a y t o r o o f c l e a r a n c e a t t h e l e a d i n g e d g e o f t h e m o d u l e ( h1) a n d t h e r e a r e d g e o f t h e m o d u l e ( h2) i s 2 f e e t a n d 4 f e e t , r e s p e c t i v e l y . T h e d i s t a n c e i s m e a s u r e d f r o m t o p o f m o d u l e t o t o p o f r o o f s u r f a c e . 5. M o d u l e l e n g t h a n d a r e a s h a l l n o t e x c e e d t h e m a x i m u m v a l u e s l i s t e d o n t h e r e s p e c t i v e s p a n t a b l e s . 6. A l l I r o n R i d g e c o m p o n e n t s s h a l l b e i n s t a l l e d i n a p r o f e s s i o n a l w o r k m a n l i k e m a n n e r p e r I r o n R i d g e ’ s Til t M o u n t a n d Flu s h M o u n t i n s t a l l a t i o n m a n u a l s a n d o t h e r a p p l i c a b l e s t a n d a r d s f o r g e n e r a l r o o f c o n s t r u c t i o n p r a c t i c e . © 2 0 2 0 I r o n R i d g e , I n c . CA Fl a t R o o f S y s t e m C e r t i f i c a t i o n L e t t e r - 2 28 3 5 7 I n d u s t r i a l B o u l e v a r d Ha y w a r d , C A 9 4 5 4 5 1- 8 0 0 - 2 2 7 - 9 5 2 3 Ir o n R i d g e . c o m Th e p a r a m e t e r s a n d a d j u s t m e n t s u s e d i n t h e s p a n t a b l e s a r e d e f i n e d a s t h e f o l l o w i n g : 1. T h e T i l t M o u n t a n d F l u s h M o u n t S y s t e m s a r e d e s i g n e d a s R i s k C a t e g o r y I I s t r u c t u r e s a s d e f i n e d b y A S C E 7 - 1 6 Ta b l e 1 . 5 - 1 . 2. T h e t i l t u s e d i n t h e s p a n t a b l e s i s t h e a n g l e b e t w e e n t h e s o l a r m o d u l e s u r f a c e a n d t h e r o o f s u r f a c e . 3. S i t e w i n d s p e e d s h a l l c o n f o r m t o A S C E 7 - 1 6 F i g . 2 6 . 5 - 1 B ( f o r R i s k C a t e g o r y I I ) a n d a p p l i c a b l e s t a t e & l o c a l co u n t y / c i t y a m e n d m e n t s t o t h e I B C . N o s p e c i a l w i n d t o p o g r a p h i c f e a t u r e s a r e i n c l u d e d a n d b o t h t o p o g r a p h i c co e f f i c i e n t ( K zt ) a n d w i n d g r o u n d e l e v a t i o n f a c t o r ( K e) a r e t a k e n a s 1 . 0 . 4. S n o w l o a d u s e d i n t h e s p a n t a b l e s i s t h e g r o u n d s n o w a n d s h a l l c o n f o r m t o A S C E 7 - 1 6 F i g . 7 . 2 - 1 a n d ap p l i c a b l e s t a t e & l o c a l c o u n t y / c i t y a m e n d m e n t s t o t h e I B C . I f t h e l o c a l j u r i s d i c t i o n s p e c i f i e d s n o w l o a d i s i n t h e fo r m a t o f a f l a t r o o f s n o w , i t s h a l l f i r s t b e c o n v e r t e d t o a g r o u n d s n o w f o l l o w i n g t h e l o c a l b u i l d i n g c o d e & am e n d m e n t s b e f o r e t h e a p p l i c a t i o n o f t h e a t t a c h e d s p a n t a b l e s . N o s p e c i a l s n o w c o n d i t i o n s a r e c o n s i d e r e d in c l u d i n g u n b a l a n c e d , d r i f t i n g , s l i d i n g , r e t e n t i o n , o r p o n d i n g s n o w . N o r a i n - o n - s n o w s u r c h a r g e l o a d i s c o n s i d e r e d . Th e s p a n t a b l e s d o n o t a p p l y t o b u i l d i n g s w h i c h a r e i n t e n t i o n a l l y k e p t b e l o w f r e e z i n g , k e p t j u s t a b o v e f r e e z i n g , o r un h e a t e d . 5. T h e s p a n t a b l e s r e f l e c t t h e A S C E 7 p r e s c r i b e d e a r t h q u a k e l o a d s w i t h t h e m a x i m u m m a g n i t u d e s b e i n g : (a ) F o r g r o u n d s n o w n o g r e a t e r t h a n 4 2 p s f : S s 2. 0 g f o r S i t e C l a s s A , B , C , a n d D . (b ) F o r g r o u n d s n o w g r e a t e r t h a n 6 5 p s f : S s 1. 0 g f o r S i t e C l a s s A , B , C , a n d D . (c ) F o r g r o u n d s n o w b e t w e e n 4 2 a n d 6 5 p s f : S s 1. 5 g f o r S i t e C l a s s A , B , C , a n d D . 6. R o o f z o n e s i z e a n d d e f i n i t i o n c o n f o r m t o A S C E 7 - 1 6 F i g . 2 9 . 4 - 7 . 7. T h e m a x i m u m r a i l c a n t i l e v e r l e n g t h , m e a s u r e d f r o m t h e r a i l e n d t o t h e n e a r e s t a t t a c h m e n t p o i n t , s h a l l be t h e l e s s e r o f t h e f o l l o w i n g t w o c o n d i t i o n s : 4 0 % o f t h e a l l o w a b l e s p a n p r o v i d e d f o r t h e r e s p e c t i v e l o a d & c o n f i g u r a t i o n c o n d i t i o n f r o m t h e s p a n t a b l e s , o r 3 6 i n c h e s . 8. N o r a i l s p l i c e s a r e a l l o w e d i n t h e c a n t i l e v e r , o u t e r 2 / 3 o f e n d s p a n s , o r m i d d l e 1 / 3 o f i n t e r i o r s p a n s . 9. G r a y s h a d e d c e l l s o f t h e s p a n t a b l e s i n d i c a t e c o n d i t i o n s i n w h i c h U F O M i d C l a m p c o n n e c t i o n c a p a c i t y i s ex c e e d e d . I f s u c h c o n d i t i o n s a r e e n c o u n t e r e d c o n t a c t s u p p o r t @ i r o n r i d g e . c o m . 10 . T h e s p a n t a b l e s p r o v i d e d a r e n o t a p p l i c a b l e t o t h e a r r a y o r t h e p o r t i o n o f t h e a r r a y l o c a t e d w i t h i n 4 ’ o r 2 ( h2 - hpt ), wh i c h e v e r i s g r e a t e r , t o a f a c i n g r o o f e d g e . W h e r e ( h2) i s t h e m o d u l e r e a r e d g e c l e a r a n c e t o t h e r o o f s u r f a c e a s de f i n e d i n n o t e 4 o f p a g e 1 , a n d ( hpt ) i s t h e m e a n p a r a p e t h e i g h t a b o v e t h e a d j a c e n t r o o f s u r f a c e . I f s u c h co n d i t i o n s a r e e n c o u n t e r e d c o n t a c t s u p p o r t @ i r o n r i d g e . c o m 11 . M a x i m u m a l l o w a b l e s p a n s f o r b u i l d i n g s w i t h a n y p a r a p e t h e i g h t e x c e e d i n g 4 f e e t m e a s u r e d f r o m t h e n e a r b y r o o f su r f a c e s h a l l b e d e t e r m i n e d u s i n g t h e s p a n t a b l e s w i t h a n a d j u s t e d w i n d s p e e d , w h i c h i s e q u a l t o 1 . 1 0 t i m e s o f th e s i t e w i n d s p e e d . © 2 0 2 0 I r o n R i d g e , I n c . CA Fl a t R o o f S y s t e m C e r t i f i c a t i o n L e t t e r - 3 28 3 5 7 I n d u s t r i a l B o u l e v a r d Ha y w a r d , C A 9 4 5 4 5 1- 8 0 0 - 2 2 7 - 9 5 2 3 Ir o n R i d g e . c o m 12 . M a x i m u m a l l o w a b l e s p a n s p r o v i d e d i n t h e t a b l e s a s s u m e a b u i l d i n g h e i g h t o f 3 0 f e e t . F o r b u i l d i n g h e i g h t s g r e a t e r th a n 3 0 f e e t , t h e a l l o w a b l e s p a n s s h a l l b e d e t e r m i n e d i n t h e s p a n t a b l e s b y u s i n g a n a d j u s t e d w i n d s p e e d ac c o r d i n g t o t h e t a b l e b e l o w : Ƶ ŝ ů Ě ŝ Ŷ Ő  , Ğ ŝ Ő Ś ƚ  ; Ĩ ƚ Ϳ  Ě ũ Ƶ Ɛ ƚ  t ŝ Ŷ Ě  ^ Ɖ Ğ Ğ Ě  ; ŵ Ɖ Ś Ϳ Ύ Ύ  ϯϬ  Ž ƌ  ď Ğ ů Ž ǁ  ϭ͘ Ϭ Ϭ  dž  ^ ŝ ƚ Ğ  ǁ ŝ Ŷ Ě  Ɛ Ɖ Ğ Ğ Ě  ϰϱ  ϭ͘ ϭ ϳ  dž  ^ ŝ ƚ Ğ  ǁ ŝ Ŷ Ě  Ɛ Ɖ Ğ Ğ Ě  ϲϬ  ϭ͘ Ϯ ϵ  dž  ^ ŝ ƚ Ğ  ǁ ŝ Ŷ Ě  Ɛ Ɖ Ğ Ğ Ě  ** L i n e a r i n t e r p o l a t i o n s h a l l b e a l l o w e d f o r i n t e r m e d i a t e b u i l d i n g h e i g h t s . No t e : I f b o t h N o t e 1 1 a n d N o t e 1 2 a r e a p p l i c a b l e , t h e a l l o w a b l e s p a n s h a l l b e d e t e r m i n e d b y a n a d j u s t e d w i n d sp e e d w h i c h a c c o u n t s f o r b o t h e f f e c t s . F o r i n s t a n c e , f o r a b u i l d i n g w i t h a h e i g h t o f 4 5 f e e t a n d p a r a p e t g r e a t e r th a n 4 f e e t , t h e a d j u s t e d w i n d s p e e d s h a l l b e e q u a l t o 1 . 1 0 x 1 . 1 7 x S i t e w i n d s p e e d . 13 . S y s t e m s u s i n g C A M O m o d u l e c l a m p s s h a l l b e i n s t a l l e d w i t h t h e f o l l o w i n g g u i d a n c e : a. F o r s i n g l e m o d u l e i n s t a l l a t i o n s ( “ o r p h a n m o d u l e s ” ) u s i n g m o d u l e s w i t h a l e n g t h g r e a t e r t h a n 6 7 . 5 ” , CA M O c l a m p s s h a l l n o t b e i n s t a l l e d i n r e g i o n s t h a t e x p e r i e n c e g r o u n d s n o w l o a d s o f 7 0 p s f a n d gr e a t e r : s u c h s c e n a r i o s a r e s h o w n a s s h a d e d i n t h e a p p l i c a b l e s p a n t a b l e . b. C A M O w i l l f u n c t i o n w i t h i n a m o d u l e ’ s d e s i g n l o a d r a t i n g s . B e s u r e t h e s p e c i f i c m o d u l e b e i n g u s e d w i t h CA M O m e e t s t h e d i m e n s i o n a l r e q u i r e m e n t s s h o w n i n t h e f i g u r e b e l o w a n d t h a t t h e m o d u l e s e l e c t e d i s su i t a b l e f o r t h e e n v i r o n m e n t a l c o n d i t i o n s o f a p a r t i c u l a r p r o j e c t . Fi g u r e 1 : C A M O M o d u l e F r a m e D i m e n s i o n a l R e q u i r e m e n t s 3918 S Timber St- 2017707802/23/23 © 2 0 2 0 I r o n R i d g e , I n c . CA Fl a t R o o f S y s t e m C e r t i f i c a t i o n L e t t e r - 4 28 3 5 7 I n d u s t r i a l B o u l e v a r d Ha y w a r d , C A 9 4 5 4 5 1- 8 0 0 - 2 2 7 - 9 5 2 3 Ir o n R i d g e . c o m Sp a n v a l u e s f o r Ex p o s e d m o d u l e c o n d i t i o n s , a s d e f i n e d b e l o w , a r e i n c l u d e d i n t h e a t t a c h e d s p a n t a b l e s a n d sh a l l b e u s e d w h e n s u c h c o n d i t i o n e x i s t s . T h e r e f e r e n c e w i n d s p e e d f o r Ex p o s e d m o d u l e s s h a l l a l s o i n c l u d e th e a d j u s t m e n t s f o r p a r a p e t a n d b u i l d i n g h e i g h t w h e r e a p p l i c a b l e . T h e m a x i m u m a l l o w a b l e s p a n f o r Ex p o s e d mo d u l e s s h a l l b e t h e l e s s e r o f t h e f o l l o w i n g t w o : ( 1 ) T h e s p a n v a l u e l i s t e d f o r t h e Ex p o s e d mo d u l e c o n d i t i o n ; ( 2 ) Th e s p a n v a l u e d e t e r m i n e d b y s i t e w i n d s p e e d a n d g r o u n d s n o w . A d d i t i o n a l l y , i r r e s p e c t i v e o f t h e l e s s e r s p a n , t h e sh a d e d c e l l s i n g r a y f o r t h e Ex p o s e d m o d u l e c o n d i t i o n s w h i c h r e f l e c t t h e U F O c l a m p u s a g e l i m i t a t i o n d e t a i l e d i n no t e 9 o f p a g e 2 s h a l l a p p l y t o Ex p o s e d m o d u l e s . Ex p o s e d M o d u l e C o n d i t i o n s : A m o d u l e i s d e f i n e d a s Ex p o s e d ( p e r S e c t i o n 2 9 . 4 . 3 o f A S C E 7 - 1 6 ) i f a n y o f i t s f r e e e d g e s ( a n e d g e w i t h n o co n n e c t i v i t y t o o t h e r m o d u l e s ) i s e x p o s e d . T h e m o d u l e e d g e i s c o n s i d e r e d e x p o s e d i f i t s d i s t a n c e t o t h e f a c i n g ro o f e d g e i s g r e a t e r t h a n 0 . 5 h ( h i s A S C E d e f i n e d b u i l d i n g h e i g h t ) A N D i f i t h a s n o a d j a c e n t a r r a y / p a n e l , o r i t s di s t a n c e t o t h e a d j a c e n t a r r a y o r p a n e l e x c e e d s t h e l a r g e r o f 4 h2 a n d 4 f e e t , w h e r e ( h2) i s t h e m o d u l e r e a r e d g e cl e a r a n c e a s d e f i n e d i n n o t e 4 o f p a g e 1 . Ad d i t i o n a l l y , i f t h e e x p o s e d m o d u l e i s a t a n e n d o f a r o w , t h e m o d u l e s w i t h i n a d i s t a n c e 1 . 5 ( Lp) m e a s u r e d f r o m th e e n d o f r o w a r e c o n s i d e r e d e x p o s e d , w h e r e Lp i s t h e l e n g t h o f t h e m o d u l e p e r p e n d i c u l a r t o s u p p o r t i n g r a i l . Th e a l l o w a b l e s p a n s a n d c a n t i l e v e r s h a l l o n l y b e a p p l i e d t o t h e p o r t i o n o f r a i l d i r e c t l y u n d e r Ex p o s e d M o d u l e s . © 2 0 2 0 I r o n R i d g e , I n c . CA Fl a t R o o f S y s t e m C e r t i f i c a t i o n L e t t e r - 5 28 3 5 7 I n d u s t r i a l B o u l e v a r d Ha y w a r d , C A 9 4 5 4 5 1- 8 0 0 - 2 2 7 - 9 5 2 3 Ir o n R i d g e . c o m Th e s p a n t a b l e s p r o v i d e d i n t h i s l e t t e r a r e c e r t i f i e d b a s e d o n t h e s t r u c t u r a l p e r f o r m a n c e o f I r o n R i d g e X R R a i l s o n l y w i t h n o co n s i d e r a t i o n o f t h e s t r u c t u r a l a d e q u a c y o f t h e c h o s e n r o o f a t t a c h m e n t s , P V m o d u l e s , o r t h e u n d e r l y i n g r o o f s u p p o r t i n g me m b e r s . I t i s t h e r e s p o n s i b i l i t y o f t h e i n s t a l l e r o r s y s t e m d e s i g n e r t o v e r i f y t h e s t r u c t u r a l c a p a c i t y a n d a d e q u a c y o f t h e af o r e m e n t i o n e d s y s t e m c o m p o n e n t s i n r e g a r d s t o t h e a p p l i e d o r r e s u l t a n t l o a d s o f a n y c h o s e n a r r a y c o n f i g u r a t i o n . Si n c e r e l y , Ga n g X u a n , S E Se n i o r S t r u c t u r a l E n g i n e e r 3918 S Timber St- 2017707802/23/23 © 2022 IRONRIDGE, INC. VERSION 3.4 FLUSH MOUNT INSTALLATION MANUAL - 21 MODULE COMPATIBILITY MAKE MODELS FRAMED MODULE LIST Adani Adani modules with 35 and 40mm frames Aionrise Aionrise modules with 35 and 40mm frames Amerisolar Amerisolar modules with 35, 40 and 50 mm frames Aptos Solar Aptos modules with 35 and 40 mm frames DNA-yy-zzaa-xxx Astronergy Solar Astronergy modules with 30, 35, 40, and 45 mm frames ASUN ASUN modules with 35 and 40 mm frames Auxin Auxin modules with 40 mm frames AXN6y6zAxxxB B or C Axitec Axitec Modules with 30, 35 and 40 mm frames Boviet Boviet modules with 35 and 40mm frames BYD BYD modules with 35 mm frames Canadian Solar Canadian Solar modules with 30, 32, 35 and 40 mm frames P-AG, P-SD, MB-AG, PB-AG, MS-AG, or MS-SD CertainTeed CertainTeed modules with 35 and 40 frames CSUN Csun modules with 35 and 40 mm frames YYxxx-zzAbb BW, or ROOF Dehui Dehui modules with 30, 35 and 40mm frames © 2022 IRONRIDGE, INC. VERSION 3.4 FLUSH MOUNT INSTALLATION MANUAL - 22 MODULE COMPATIBILITY Ecosolargy Ecosolargy modules with 35, 40, and 50 mm frames ECOxxxYzzA-bbD be blank or B ET Solar ET Solar modules with 30, 35, 40, and 50 mm frames Flex Flex modules with 35, 40, and 50 mm frames GigaWatt Solar Gigawatt modules with 40 mm frames GWxxxYY M(V), P(V), M(V)-C, P(V)-C, or X Itek Itek Modules with 40 and 50 mm frames IT-xxx-YY 3918 S Timber St- 2017707802/23/23 © 2022 IRONRIDGE, INC. VERSION 3.4 FLUSH MOUNT INSTALLATION MANUAL - 23 MODULE COMPATIBILITY JA Solar JA Solar modules with 30, 35, 40 and 45 mm frames Jinko Jinko modules with 35 and 40 mm frames 6MPA Mission Solar Mission Solar modules with 33, 35 and 40 mm frames Mitsubishi Mitsubishi modules with 46 mm frames Moltech IM and XS series modules with 40, 45, and 50 mm frames Next Energy Alliance Next Energy Alliance modules with 35 and 40mm frames Neo Solar Power Neo Solar Power modules with 35 mm frames ME (TF) Panasonic modules with 35 and 40 mm frames Panasonic (EverVolt) Panasonic modules with 30 mm frames EVPVxxxA Peimar Peimar modules with 40 mm frames SbxxxYzz Philadelphia Solar Philadelphia modules with 35 and 40 mm frames PS-YzzAA-xxx Phono Solar Phono Solar modules with 35, 40, and 45 mm frames © 2022 IRONRIDGE, INC. VERSION 3.4 FLUSH MOUNT INSTALLATION MANUAL - 24 MODULE COMPATIBILITY Recom Recom modules with 35 and 40 mm frames RCM-xxx-6yy REC Solar REC modules with 30, 38 and 45 mm frames Renesola ReneSola modules with 35, 40 and 50 mm frames Renogy Renogy Modules with 40 and 50 mm frames RNG-xxxY Risen Risen Modules with 30, 35 and 40 mm frames S-Energy S-Energy modules with 35 and 40mm frames SEG Solar SEG Solar with 30, 35 and 40 mm frames Seraphim USA Seraphim modules with 30, 35, 40 and 50 mm frames Sharp Sharp modules with 35 and 40 mm frames NUYYxxx Silfab Silfab Modules with 35 and 38 mm frames Solaria Solaria modules with 35 and 40 mm frames Solarcity (Tesla) Solarcity modules with 40 mm frames SCxxxYY SolarTech SolarTech modules with 40 and 42 mm frames AAA-xxxYY SolarWorld AG SW-xxx 3918 S Timber St- 2017707802/23/23 MODULE COMPATIBILITY © 2022 IRONRIDGE, INC. VERSION 3.4 FLUSH MOUNT INSTALLATION MANUAL - 25 SolarWorld Americas clear; modules with 33 mm frames SWA-xxx Sonali Sonali Modules with 40 mm frames SSxxx Stion STO-xxx or STO-xxxA SunEdison Suniva Suniva modules with 35, 38, 40, 46, and 50 mm frames or B Sunpower Sunpower standard (G3 or G4) or InvisiMount (G5) 35, 40 and 46 mm frames Sunspark Sunspark modules with 40 mm frames Suntech Suntech Modules with 35, 40 and 50mm frames Wd, or Wfhb Talesun Talesun modules with 30, 35 and 40mm frames Tesla Tesla modules with 40 mm frames TxxxY Trina Trina Modules with 30, 35, 40 and 46mm frames URE URE modules with 35 mm frames E8G or E8G-BB Vikram Vikram solar modules with 40 mm frames VSUN VSUN modules with 30, 35 and 40 mm frames VSUNxxx-YYz-aa BW, or DG MODULE COMPATIBILITY © 2022 IRONRIDGE, INC. VERSION 3.4 FLUSH MOUNT INSTALLATION MANUAL - 26 MAKE MODELS FRAMELESS MODULE LIST Astronergy Solar Astronergy frameless modules Canadian Solar Canadian Solar frameless modules Jinko Jinko frameless modules Prism Solar Prism Solar frameless modules Risen Risen frameless modules Stion Stion frameless modules Sunpreme Sunpreme frameless modules GXB-xxxYY Trina Trina frameless modules TSM-xxxYY Waaree Waaree modules with 40mm frames WSyy-xxx Winaico Winaico modules with 35 and 40 mm frames Yingli Yingli modules with 35 and 40 mm frames 3918 S Timber St- 2017707802/23/23                                                        !     "   !    #   $    % & '  (          !  )           )         *     +    %   ,       +                         -  *  ( . ( /       '             0                    1         )    ! !                    0  ! %                    2      3      %    %   ( ! % ,                     4 $        #   $   &            % & ' %& '  (  ' 5  ,  ,  6             " 4 !   #   $        6 7      "  !        ,       % &   # (  / .   , !  ,    '       0  !     &               8  9                     9     7 9 1  "  / / / 9 1  (    ,     , 9 1  " # / / / 9 1  (    ! !  0         :  (. 4    /    ; ( / < . 4 % / , =   /   >  /  " 4   ?  ;  /  @ > . /   4 , , ? =  ; 9 1  " # / / / 9 1  "  = (. 4    /    ; ( / < . 4 % / , =  ; 9 1  " # / / / 9 1  "  = #. 4    /    ; . /  @ 4 % / , =   /  " 4   ?  ; @ / ( A 4 , , ? =  ; 9 1  @ = #. 4    /    ; . /  @ 4 % / , =   /   >  /  ( 4   ?  ; "  / ( >  " / "  4 , , ? =  ; 9 1   / / / 9 1  # = . 4    /    ; . /  . 4 % / , =   /  # 4   ?  ;   /  A 4 , , ? =  ; 9 1  ( =  ! (/ A . 4    ; < . /  . 4 , , = 9  A/ A . 4    ; " <  / @ . 4 , , =   , *0  ,                   ,       !  !   !!  -4 4        F 8       G     ,       H                I    +                                        !    / Ju l 7 , 2 0 2 1 "                                                     !   "       "    #  $ !    % & ' !            "  (           (         )     *    %   +       *                         ,  )  -  . /     '             0                    1         (    " "                    0  " %                    2      3      %    %    " % +                     4 ! $        #  $  !  &            % & ' ! %& ' !    ' 5  +  +  6             7 4 "   #  $   !   .  6 8        "        +       % &   #  / 7   4 "   #  $   !   .  6 8        "        +       % &   #  / 7   + "  +    '       0  "     &               9  :                     :     8 !: 1   # / / / ! : 1      " "  !: 1    / / / ! : 1      +     + 0         ;  7 4    /    <  / = 7 4 % / + >  / ? /  4   @  <  / - ? 7 /  . 4 + + @ >  < ! : 1   # / / / ! : 1   > 7 4    /    <  / = 7 4 % / + >  < ! : 1   # / / / ! : 1   > # 4    /    < # / 7  4 % / + >  /  4   @  < - /  A 4 + + @ >  < ! : 1  - > #7 4    /    < 7 / - 4 % / + >  /  ? /  4   @  <   /  ?   /   4 + + @ >  < ! : 1  . / / / ! : 1  # > 7 4    /    < 7 / . 7 4 % / + >  < ! : 1   / / / ! : 1   >  " ./ 7 4    <  . 7 /  4 + + >   + )0  +                   +       "  "   ""  ,4 4        E 9       F     +       G                H    *                                        "    / Ju l 7 , 2 0 2 1                                                      !   "       "    #  $ !    % & ' !            "  (           (         )     *    %   +       *                         ,  )   - - .     '             /                    0         (    " "                    /  " %                    1      2      %    %    " % +                     3 ! $        #  $  !  &            % & ' ! %& ' !    ' 4  +  +  5             3 "   #  $   !   6  5 7        "        +       % &   #  . 8   + "  +    '       /  "     &               9  :                     :     7 !: 0   # . . . ! : 0  6    " "  !: 0    . . . ! : 0  6    +     + /         ;   3    .    <  .  = 3 % . + >  . ? .  3   @  <  . A ?   .  3 + + @ >  < ! : 0   # . . . ! : 0  6 >  " . - 8 3    < = 8 .  8 3 + + > :  -. - 8 3    <  = 6 . A 8 3 + + > 5   =. 6  3    <  # # . 6 3 + + > %  :   6 . = A 3   <   >  < - . - 3 *  >   + )/  +                   +       "  "   ""  ,3 3        F 9       G     +       H                I    *                                        "    . Ju l 7 , 2 0 2 1  3918 S Timber St- 2017707802/23/23 © 2022 IRONRIDGE, INC. VERSION 3.4 FLUSH MOUNT INSTALLATION MANUAL - 21 MODULE COMPATIBILITY MAKE MODELS FRAMED MODULE LIST Adani Adani modules with 35 and 40mm frames Aionrise Aionrise modules with 35 and 40mm frames Amerisolar Amerisolar modules with 35, 40 and 50 mm frames Aptos Solar Aptos modules with 35 and 40 mm frames DNA-yy-zzaa-xxx Astronergy Solar Astronergy modules with 30, 35, 40, and 45 mm frames ASUN ASUN modules with 35 and 40 mm frames Auxin Auxin modules with 40 mm frames AXN6y6zAxxxB B or C Axitec Axitec Modules with 30, 35 and 40 mm frames Boviet Boviet modules with 35 and 40mm frames BYD BYD modules with 35 mm frames Canadian Solar Canadian Solar modules with 30, 32, 35 and 40 mm frames P-AG, P-SD, MB-AG, PB-AG, MS-AG, or MS-SD CertainTeed CertainTeed modules with 35 and 40 frames CSUN Csun modules with 35 and 40 mm frames YYxxx-zzAbb BW, or ROOF Dehui Dehui modules with 30, 35 and 40mm frames © 2022 IRONRIDGE, INC. VERSION 3.4 FLUSH MOUNT INSTALLATION MANUAL - 22 MODULE COMPATIBILITY Ecosolargy Ecosolargy modules with 35, 40, and 50 mm frames ECOxxxYzzA-bbD be blank or B ET Solar ET Solar modules with 30, 35, 40, and 50 mm frames Flex Flex modules with 35, 40, and 50 mm frames GigaWatt Solar Gigawatt modules with 40 mm frames GWxxxYY M(V), P(V), M(V)-C, P(V)-C, or X Itek Itek Modules with 40 and 50 mm frames IT-xxx-YY 3918 S Timber St- 2017707802/23/23 © 2022 IRONRIDGE, INC. VERSION 3.4 FLUSH MOUNT INSTALLATION MANUAL - 23 MODULE COMPATIBILITY JA Solar JA Solar modules with 30, 35, 40 and 45 mm frames Jinko Jinko modules with 35 and 40 mm frames 6MPA Mission Solar Mission Solar modules with 33, 35 and 40 mm frames Mitsubishi Mitsubishi modules with 46 mm frames Moltech IM and XS series modules with 40, 45, and 50 mm frames Next Energy Alliance Next Energy Alliance modules with 35 and 40mm frames Neo Solar Power Neo Solar Power modules with 35 mm frames ME (TF) Panasonic modules with 35 and 40 mm frames Panasonic (EverVolt) Panasonic modules with 30 mm frames EVPVxxxA Peimar Peimar modules with 40 mm frames SbxxxYzz Philadelphia Solar Philadelphia modules with 35 and 40 mm frames PS-YzzAA-xxx Phono Solar Phono Solar modules with 35, 40, and 45 mm frames © 2022 IRONRIDGE, INC. VERSION 3.4 FLUSH MOUNT INSTALLATION MANUAL - 24 MODULE COMPATIBILITY Recom Recom modules with 35 and 40 mm frames RCM-xxx-6yy REC Solar REC modules with 30, 38 and 45 mm frames Renesola ReneSola modules with 35, 40 and 50 mm frames Renogy Renogy Modules with 40 and 50 mm frames RNG-xxxY Risen Risen Modules with 30, 35 and 40 mm frames S-Energy S-Energy modules with 35 and 40mm frames SEG Solar SEG Solar with 30, 35 and 40 mm frames Seraphim USA Seraphim modules with 30, 35, 40 and 50 mm frames Sharp Sharp modules with 35 and 40 mm frames NUYYxxx Silfab Silfab Modules with 35 and 38 mm frames Solaria Solaria modules with 35 and 40 mm frames Solarcity (Tesla) Solarcity modules with 40 mm frames SCxxxYY SolarTech SolarTech modules with 40 and 42 mm frames AAA-xxxYY SolarWorld AG SW-xxx 3918 S Timber St- 2017707802/23/23 MODULE COMPATIBILITY © 2022 IRONRIDGE, INC. VERSION 3.4 FLUSH MOUNT INSTALLATION MANUAL - 25 SolarWorld Americas clear; modules with 33 mm frames SWA-xxx Sonali Sonali Modules with 40 mm frames SSxxx Stion STO-xxx or STO-xxxA SunEdison Suniva Suniva modules with 35, 38, 40, 46, and 50 mm frames or B Sunpower Sunpower standard (G3 or G4) or InvisiMount (G5) 35, 40 and 46 mm frames Sunspark Sunspark modules with 40 mm frames Suntech Suntech Modules with 35, 40 and 50mm frames Wd, or Wfhb Talesun Talesun modules with 30, 35 and 40mm frames Tesla Tesla modules with 40 mm frames TxxxY Trina Trina Modules with 30, 35, 40 and 46mm frames URE URE modules with 35 mm frames E8G or E8G-BB Vikram Vikram solar modules with 40 mm frames VSUN VSUN modules with 30, 35 and 40 mm frames VSUNxxx-YYz-aa BW, or DG MODULE COMPATIBILITY © 2022 IRONRIDGE, INC. VERSION 3.4 FLUSH MOUNT INSTALLATION MANUAL - 26 MAKE MODELS FRAMELESS MODULE LIST Astronergy Solar Astronergy frameless modules Canadian Solar Canadian Solar frameless modules Jinko Jinko frameless modules Prism Solar Prism Solar frameless modules Risen Risen frameless modules Stion Stion frameless modules Sunpreme Sunpreme frameless modules GXB-xxxYY Trina Trina frameless modules TSM-xxxYY Waaree Waaree modules with 40mm frames WSyy-xxx Winaico Winaico modules with 35 and 40 mm frames Yingli Yingli modules with 35 and 40 mm frames 3918 S Timber St- 2017707802/23/23 SINGLE FAMILY RESIDENCE OCCUPANCY: R-3, U CONSTRUCTION TYPE: VB WIND SPEED: 130 MPH EXPOSURE CATEGORY: C MIN STANDOFF HEIGHT OF: 6" CONDUIT:3/4" FIRE SPRINKLER: NO LAT & LONG. : 33.6948, -117.8708 SNOW LOAD: N/A SYSTEM FIRE RATING CLASS A WHEN TYPE I OR II PV MODULE USED PER R902.3 OR R904.4 ROOF AREA: 3000 SQ.FT. PV ARRAY AREA: 538 SQ.FT. DESIGN CRITERIASITE INFORMATION 1 STORY ROOF: ROLLED COMPOSITION SCOPE OF WORK (12) M SOLAR TXS6-440144BB PV MODULES (12) ENPHASE IQ8PLUS-72-2-US (240V) [S|1] MICROINVERTERS (1) AC COMBINER/SUB PANEL (N)225A MAIN SERVICE PANEL SUBINV ACDMSPIQSC JB IQC SUB EV MC P H E R S O N E N G I N E E R I N G Ju r u p a V a l l e y , C A 9 2 5 0 9 (9 0 9 ) 5 6 6 - 0 0 6 6 ry a n @ m c p e . g r o u p De s i g n e d b y 92 4 0 L i m o n i t e A v e 16 1 1 P O M O N A R D . S T E # 2 0 6 CO R O N A , C A 9 2 8 7 8 (9 5 1 ) 2 9 8 - 9 0 0 7 CS L B # 1 0 4 3 1 0 8 DA T E : 06 / 0 3 / 2 0 2 2 PL O T T E D : 12 / 1 4 / 2 0 2 2 DE S I G N E R : M . W . A H J : S A N T A A N A - C A 5. 2 8 0 k W p D C / 4. 7 7 2 k W p A C PH O T O V O L T A I C S Y S T E M P L A N RO B E R T K R A N I N G 39 1 8 S T I M B E R S T SA N T A A N A , C A 9 2 7 0 7 (6 1 9 ) 5 1 7 - 4 6 3 2 AP N : 4 1 0 0 3 4 0 6 SOLAR PHOTOVOLTAIC SYSTEM NOTES 1. ALL MATERIALS, EQUIPMENT, INSTALLATION AND WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES: 2019 CA BUILDING CODE, PART 2 2019 CA RESIDENTIAL CODE PART, 2.5 2019 CA MECHANICAL CODE, PART 4 2019 CA ELECTRICAL CODE, PART 3 2019 CA PLUMBING CODE, PART 5 2019 CA EXISTING BUILDING CODE, PART 10 2019 CA GREEN BUILDING STANDARDS CODE, PART 11 2019 CA REFERENCE STANDARDS CODE, PART 12 2019 CA FIRE CODE 2. EXISTING PLUMBING VENTS, SKYLIGHTS, EXHAUST OUTLETS, VENTILATION'S INTAKE AIR OPENINGS SHALL NOT BE COVERED BY THE SOLAR PHOTOVOLTAIC SYSTEM. 3. ALL EQUIPMENT SHALL BE LISTED AND LABELED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY AND INSTALLED PER THE LISTING REQUIREMENTS AND THE MANUFACTURER'S INSTRUCTIONS. [NEC 690.4(D)] 4. ALL OUTDOOR EQUIPMENT SHALL BE NEMA 3R RATED, INCLUDING ALL ROOF MOUNTED TRANSITION BOXES AND SWITCHES. 5. PAINT PV CONDUIT TO MATCH THE DWELLING EXTERIOR. 6. CONTACT THE SERVICING UTILITY BEFORE POWERING ON THE PHOTOVOLTAIC SYSTEM INDEX OF SHEETS RM PV1 TITLE SHEET - SITE PLAN & NOTES PV2 ROOF PLAN PV3 STRUCTURAL DETAILS PV4 SINGLE LINE DIAGRAM (S.L.D.) PV5 SIGNAGE PV6 INSTALLER OPTIMIZER/ MICROINVERTER MAP VICINITY MAP NOT TO SCALE TITLE SHEET- SITE PLAN & NOTES PV1SCALE: 1"=15' 39 1 8 S T I M B E R S T (E) INVERTER (N) MAIN SERVICE PANEL & METER (E)MAIN RESIDENCE (N) ROOF MOUNTED SOLAR MODULES (N) EMT RAN 1" ABOVE ROOF SURFACE, UNDER EAVE WHENEVER POSSIBLE AND ALONG THE ROOF ONLY WHEN NEEDED (N) 30A AC DISCONNECT VISIBLE BLADE, LOCKABLE TYPE (N) SUB PANEL (N) IQ COMBINER (E) FENCE PR O P E R T Y L I N E PROPERTY LINE (E) ROOF MOUNTED SOLAR MODULES (E) FENCE (E) DRIVEWAY (N) ENPHASE IQ CONTROLLER (N) SUB PANEL (N) EV CHARGER 3918 S Timber St- 2017707802/23/23