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Home My WebLink About1417 S Broadway - PlanCOMPLETE SOLAR 3000 EXECUTIVE PKWY,STE 504 SAN RAMON, CA 94583 LICENSE TYPE C10 LICENSE # 961988 PHONE # (877) 299-4943 DESIGNED BY: ASHLEY HAHN SITE INFORMATION: MAX CONTINUOUS AC SYSTEM SIZE: 7.08 DC SYSTEM SIZE: 8.76 (24) APTOS - DNA-120-MF26-365W MODULES (24) ENPHASE IQ7PLUS-72-2-US INVERTER(S) MOUNTING EQUIPMENT: UNIRAC RM10 & UNIRAC RM10 BALLAST SYSTEM DEVEREAUX SARIAH DEVEREAUX PROJECT 1417 S BROADWAY SANTA ANA, CA 92707 LAT , LONG: 33.7283283, -117.8695679 COVER SHEET VICINITY MAP: AERIAL VIEW: SHEET INDEX:GENERAL NOTES: 1. ALL ELECTRICAL MATERIALS SHALL BE NEW AND LISTED BY RECOGNIZED ELECTRICAL TESTING LABORATORY CUSTOM MADE EQUIPMENT SHALL HAVE COMPLETE TEST DATA SUBMITTED BY THE MANUFACTURER ATTESTING TO ITS SAFETY 2. OUTDOOR EQUIPMENT SHALL BE AT LEAST NEMA 3R RATED 3. ALL METALLIC EQUIPMENT SHALL BE GROUNDED 4. ALL SPECIFIC WIRING IS BASED ON THE USE OF COPPER. 5. CONTRACTOR SHALL OBTAIN ELECTRICAL PERMITS PRIOR TO INSTALLATION AND SHALL COORDINATE ALL INSPECTIONS, TESTING COMMISSIONING AND ACCEPTANCE WITH THE CLIENT, UTILITY CO. AND CITY INSPECTORS AS NEEDED. 6. THE ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS OF SERVICE POINTS AND SERVICE SIZES WITH THE SERVING UTILITY COMPANY AND COMPLY WITH ALL UTILITY COMPANIES REQUIREMENTS. IF THE SOLAR BACK FED BREAKER IS VOER THE BUSS SIZE 20% LIMIT, CONTRACTOR SHALL INCLUDE THE COST TO REPLACE MAIN BREAKER OR ENLARGE MAIN CAPACITY. 7. DRAWINGS ARE DIAGRAMMATIC ONLY, ROUTING OF RACEWAYS SHALL BE OPTION OF THE CONTRACTOR UNLESS OTHERWISE NOTED AND SHALL BE COORDINATED WITH OTHER TRADES. 8. IF THE ROOF MATERIAL OR ROOF STRUCTURE NOT ADEQUATE FOR PV INSTALLATION, CALL ENGINEER PRIOR TO INSTALL. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT THE ROOF IS CAPABLE OF WITHSTANDING THE EXTRA WEIGHT. 9. IF THE DISTANCES FOR CABLE RUNS ARE DIFFERENT THAN SHOWN, THE CONTRACTOR SHALL NOTIFY THE ELECTRICAL ENGINEER TO VALIDATE THE SIRE SIZE. FINAL DRAWINGS WILL BE RED-LINED AND UPDATED AS APPROPRIATE. 10. WHENEVER A DISCREPANCY IN QUALITY OF EQUIPMENT ARISES ON THE DRAWING OR SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL MATERIAL AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS TO ENSURE COMPLETE COMPLIANCE AND LONGEVITY OF THE OPERABLE SYSTEM REQUIRED BY THE ARCHITECT/ENGINEERS. 11. ALL BROCHURES, OPERATION MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE HANDED OVER TO OWNER'S REPRESENTATIVE AT THE COMPLETION OF WORK GOVERNING CODES: 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA BUILDING CODE (VOL 1 & 2) 2022 CALIFORNIA RESIDENTIAL CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE 2022 CALIFORNIA ENERGY CODE 2022 CALIFORNIA MECHANICAL CODE ALL OTHER ORDINANCE ADOPTED BY THE LOCAL GOVERNING AGENCIES SITE SPECIFICATIONS: ZONING: OCCUPANCY GROUP: CONSTRUCTION TYPE: NUMBER OF STORIES: ROOF LAYERS: FIRE SPRINKLERS PRESENT: THE INSTALLATION OF SOLAR ARRAY AND PHOTOVOLTAIC POWER SYSTEMS SHALL COMPLY WITH THE FOLLOWING CODES: AHJ: SANTA ANA SCOPE OF WORK: SYSTEM INFORMATION: EQUIPMENT INFORMATION: DATE: May 24, 2022 PV ROOF MOUNT INSTALLATION OF 24 APTOS - DNA-120-MF26-365W MODULES, 24 ENPHASE IQ7PLUS-72-2-US INVERTER(S), EXISTING 200A FUSED MAIN SERVICE DISCONNECT (24) APTOS - DNA-120-MF26-365W MODULES (24) ENPHASE IQ7PLUS-72-2-US INVERTER(S) MOUNTING EQUIPMENT: UNIRAC RM10 & UNIRAC RM10 BALLAST SYSTEM - DC SYSTEM SIZE: 8.76 MAX CONTINUOUS AC SYSTEM SIZE: 7.08R-3 COMMERCIAL V-B 1 1 N PV-1.0 COMPLETE SOLAR PV-1.0 PV-2.0 PV-3.0 PV-4.0 PV-5.0 PV-6.0 PV-7.0 PV-8.0 PV-9.0 COVER SHEET PV LAYOUT SITE PLAN ROOF PLAN ROOF ATTACHMENTS MOUNTING DETAIL SINGLE LINE DIAGRAM LABELS PLACARD SITE PHOTOS REVIEWED BY: CT METER CONNECTION: OVERHEAD NO TRENCHING Signed 5-24-22 (1) 200A SUB PANEL (1) ENPHASE IQ COMBINER 4 (1) 60A AC DISCONNECT PV-2.1 The scope of the plans is for the installation of the solar photovoltaic system only and the approval is subject to compliance with all applicable city and state codes and regulations regarding construction. The approval of the plans does not constitute any certification of the accuracy, completeness, or building permit status of the existing buildings and structures as shown. Bldg#: 101120564 Elec#: 20183810 Approvals: Bldg: A So Elec: M Smith Plng: P Raj 1417 S Broadway 9/19/2024 1417 S Broadway 9/19/2024 COMPLETE SOLAR 3000 EXECUTIVE PKWY,STE 504 SAN RAMON, CA 94583 LICENSE TYPE C10 LICENSE # 961988 PHONE # (877) 299-4943 DESIGNED BY: ASHLEY HAHN FRONT VIEW SIDE VIEW ASSEMBLY 2 BLOCK BAY 1 BLOCK BAY 4 BLOCK BAY 3 BLOCK BAY NOTE: ARRAY DIMENSIONS WILL VARY BASED ON MODULE WIDTH, LENGTH AND RETURN FLANGE TOP VIEW 155" 77" 39" Nominal Module Dimensions Example 133" SIDE VIEW 13" 6" 18"19" FOOT PAD DETAIL FRONT VIEW SIDE VIEW 218" 716" 21116" 18"2" 138"258" FLASHLOC RM KIT DETAIL Elastocon 2870 or Unisoft TPE ST-70A BK-2-01. Color: Black TOP VIEW SIDE VIEW 278" (.139") 1038" NOTES: 1. ATTACHMENT CAN ACCOMMODATE ROOFING SCREW SIZES #12 - #15. FASTENER SIZE, LENGTH, AND QUANTITY TO BE SELECTED BY STRUCTURAL ENGINEER OF RECORD WHEN DESIGNING FOR THE SPECIFIC PROJECT CONSTRUCTION AND CAPACITY. 2. REFER TO THE UNIRAC INSTALLATION GUIDE FOR PROPER USE OF CHEM LINK M1 AND ONE-PART SEALANTS FOR WATER TIGHT INSTALLATION. O 3/8" HARDWARE (PRE-ASSEMBLED) 71 4" COVER TOP VIEW 6 1/16"1 3/8" BASE 15/16" ULTIMATE TEST LOAD (WITH 8 ROOF FASTENERS) 6,670 lbs. 5,760 lbs. UPLIFT ULTIMATE CAPACITY SHEAR ULTIMATE CAPACITY CLIP AND BOLT DETAIL PHOTOVOLTAIC ARRAY STRUCTURAL CRITERIA:MOUNTING EQUIPMENT:ROOF & FRAMING INFORMATION: BALLAST BLOCK COUNT:49 BALLAST BLOCK COUNT:49 ROOF TYPE:EPDM PV MODULE COUNT:24 PV MODULE COUNT:24 FRAMING TYPE:Rafters ARRAY AREA:MODULE COUNT * 19.63 = 471.12 BALLAST BAY COUNT:38 RAFTER SIZE:2x8 ROOF AREA:3577 ft²MODULE CLIP COUNT:38 RAFTER SPACING:24" PERCENT OF ROOF COVERED:13%RM HEX BOLT COUNT:20 ARRAY WEIGHT:MODULE COUNT * 45.19lbs = 1084.56 DISTRIBUTED LOAD:ARRAY LBS/ATTACHMENTS = 28.54 POINT LOAD: (lbs/ ft²)(ARRAY) WEIGHT/AREA = 2.3 lbs/ ft² SITE INFORMATION: MAX CONTINUOUS AC SYSTEM SIZE: 7.08 DC SYSTEM SIZE: 8.76 (24) ENPHASE IQ7PLUS-72-2-US INVERTER(S) MOUNTING EQUIPMENT: UNIRAC RM10 & UNIRAC RM10 BALLAST SYSTEM DEVEREAUX SARIAH DEVEREAUX PROJECT 1417 S BROADWAY SANTA ANA, CA 92707 LAT , LONG: 33.7283283, -117.8695679 MOUNTING DETAIL DATE: May 24, 2022 PV-5.0 COMPLETE SOLAR Signed 5-24-22 (24) APTOS - DNA-120-MF26-365W MODULES 1417 S Broadway 9/19/2024 1417 S Broadway 9/19/2024 COMPLETE SOLAR 3000 EXECUTIVE PKWY,STE 504 SAN RAMON, CA 94583 LICENSE TYPE C10 LICENSE # 961988 PHONE # (877) 299-4943 DESIGNED BY: ASHLEY HAHN SITE INFORMATION: MAX CONTINUOUS AC SYSTEM SIZE: 7.08 DC SYSTEM SIZE: 8.76 (24) CERTAINTEED - CT365HC11-06 MODULES (24) ENPHASE IQ7PLUS-72-2-US INVERTER(S) MOUNTING EQUIPMENT: UNIRAC RM10 & UNIRAC RM10 BALLAST SYSTEM DEVEREAUX SARIAH DEVEREAUX PROJECT 1417 S BROADWAY SANTA ANA, CA 92707 LAT , LONG: 33.7283283, -117.8695679 CE N T E R L I N E S . B R O A D W A Y EQUIPMENT LEGEND:SYSTEM RATING: STC = 8.76 PTC = 0 CEC = 7.08INVERTERAC DISCONNECT METER SOCKET (FOR UTILITY PV METER) UTILITY METER MAIN SERVICE PANEL JB JUNCTION BOX FIRE SETBACK (3' TYP) INV PV AC MSP M COMBINER BOXC SUBPANELSUB B BATTERY DATE: August 13, 2024 CONDUIT PROPERTY LINE STANDOFF RAFTERS RACKING RAIL EXISTING SOLAR SITE PLAN PV-2.1 COMPLETE SOLAR EX I S T I N G S I D E W A L K EXISTING LANDSCAPE GRASS EXISTING LANDSCAPE GRASS EXISTING CURB & GUTTER PROPERTY LINE 122'-8" PR O P E R T Y L I N E 6 8 ' - 3 " 4'-7"27'-0" EXISTING DRIVE 134'-11" 12'-4"61'-1" 58'-9"PROPOSED SOLAR ARRAY ON ROOF EXISTING PARKING EXISTING CONCRETE WALK EX I S T I N G P A T I O C O V E R 8'-5" EX I S T I N G G R A S S P A R K I N G S T R I P 1417 S Broadway 9/19/2024 1417 S Broadway 9/19/2024 1417 S Broadway 9/19/2024 1417 S Broadway 9/19/2024 1417 S Broadway 9/19/2024 Sariah Devereaux 1417 S Broadway Santa Ana CA 92707 I Sariah Devereaux give Complete Solar permission to pull a Solar Permit on my behalf. Thank you X ______________________ DATE: DocuSign Envelope ID: 42B6DEDD-EBFE-41FD-8FB6-D904EBC193A2 3/29/2022 1417 S Broadway 9/19/2024 76 North Meadowbrook Drive Scott E. Wyssling, PE Alpine, UT 84004 Jon P. Ward, SE, PE office (201) 874-3483 Gregory T. Elvestad, PE swyssling@wysslingconsulting.com March 21, 2022 Current Insight 2852 W. Amini Way South Jordan, UT 84095 Re: Engineering Services Devereaux Residence 1417 S Broadway, Santa Ana CA 8.760 kW System To Whom It May Concern: We have received information regarding solar panel installation on the roof of the above referenced structure. Our evaluation of the structure is to verify the existing capacity of the roof system and its ability to support the additional loads imposed by the proposed solar system. A. Site Assessment Information 1. Site visit documentation identifying attic information including size and spacing of framing for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information will be utilized for approval and construction of the proposed system. B. Description of Structure: Roof Framing: 2 x 8 dimensional lumber spaced at 24” on center Roof Material: Roof Slope: Attic Access: Foundation: Permanent C. Loading Criteria Used • Dead Load o Existing Roofing and framing = 7 psf o New Solar Panels and Racking = 4.85 psf o TOTAL = 11.85 PSF • Dead Load o Existing Roofing and framing = 7 psf o New Solar Panels and Racking = 3 psf o TOTAL = 10 psf • Live Load = 20 psf (reducible) – 0 psf at locations of solar panels • Ground Snow Load = 0 psf • Wind Load based on ASCE 7-16 o Ultimate Wind Speed = 95 mph (based on Risk Category II) o Exposure Category C Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance with the 2019 California Building Code, including provisions allowing existing structures to not require strengthening if the new loads do not exceed existing design loads by 105% for gravity elements and 110% for seismic elements. This analysis indicates that the existing framing will support the additional panel loading without damage, if installed correctly. Rolled Roofing0 degreesAccessible 1417 S Broadway 9/19/2024 Page 2 of 2 D. Solar Panel Anchorage 1. The solar panels shall be mounted to the ballast system in accordance with the most recent “Unirac Installation Manual”, which can be found on the Unirac website (http://unirac.com/roofmount/). If during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. Ballast system shall be placed on the roof in accordance with Unirac recommended layout and per their installation instructions. 3. To avoid overloading the existing structure during staging and installation, materials to be installed on the roof shall not be stacked in one area on the roof. Components shall be stored on the ground and placed on the roof in their final position. Based on the above evaluation, this office certifies that with the racking and mounting specified, the existing roof system will adequately support the additional loading imposed by the solar system. This evaluation is in conformance with the 2019 California Building Code, current industry standards, and is based on information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. Very truly yours, Scott E. Wyssling, PE California License No. 83664 1417 S Broadway 9/19/2024 Wyssling Consulting 76 N. Meadowbrook Drive Alpine, UT 84004 (201) 874-3483 swyssling@wysslingconsulting.com Existing Devereaux Residence Roof Dead Load 1417 S Broadway 2 psf Rolled Asphalt Santa Ana, CA 1 psf 7/16" Plywood Sheathing 2 psf 2x8 @ 24 in. o.c. 0 psf Ceiling, Mechanical, Electrical 3 psf Miscellaneous 8 psf TOTAL Second Floor Dead Load 0 psf Floor Finishes 0 psf 1 1/8" Subfloor Sheathing 0 psf Joists @ 16' o.c. 0 psf Partitions 0 psf Ceiling, Mechanical, Electrical 0 psf Miscellaneous 0 psf TOTAL Roof Live Load Floor Live Load 20 psf 0 psf Roof Snow Load Ground SnowLoad=0 psf (to be divided by cosine of roof angle for horizontal projection ASCE 7 Sec. 7.4) pf = 0.7 Ce Ct I pg =0 psf Ce = 1, Ct = 1.1 Flat Roof Snow Load (ASCE 7-16 Eq. 7.3-1) Cs =1.00 ASCE 7-16 Figure 7.4-1 Additional Roof Dead Load - New Solar Panels 5 psf Roof Live Load at Solar Panels 0 psf Roof Snow Load at Solar Panels 0 psf Sloped Roof Snow Load (ASCE 7-16 Eq. 7.4-1) Total Total Existing Roof Load = (DLROOF + Max(LLROOF or S)) AreaRAFTER 42148.5 plf Total New Roof Load = (DLROOF + DLADD + Max(LLROOF or S)) AreaRAFTER 35011.0 plf Change in Demand = (Total New Roof Load - Existing Roof Load) / Existing Roof Load -16.93% 2018 IEBC Section 807.4 states: "Existing structural elements supporting any additional gravity loads as a result of the alterations, including the effects of snow drift , shall comply with the International Building Code. EXCEPTION: 1. Structural elements whose stress is not increased by more than 5%." Gravity Loads Total New Gravity Loads are less than Existing Loads. OK Signed 6-1-22 1417 S Broadway 9/19/2024 Wyssling Consulting 76 N. Meadowbrook Drive Alpine, UT 84004 (201) 874-3483 swyssling@wysslingconsulting.com V =95 Basic Wind Speed Devereaux Residence Exposure C ASCE 7-16, Section 26.7 1417 S Broadway Kz =0.85 Velocity Pressure Coefficient, ASCE 7-16, Figure 26.10-1 Santa Ana, CA Kzt =1 Topographic Factor, ASCE 7-16, Section 26.8.2 Kd =0.85 Directionality Factor, ASCE 7-16, Section 26.6 Ke =0.824 Ground Elevation Factor, ASCE 7-16, Section 26.9 qh =13.8 psf qh = 0.00256KzKztKdKeV2 (ASCE 7-16 Eq. 26.10-1) Roof Angle =0 deg Roof Type Gable sanchor =48 in Horizontal spacing of roof anchors Atrib =6.56 sf Panel Area tributary to each roof anchor GCp External Pressure Coefficient, ASCE 7-16, Figure 30.3-2 Roof Zone Zone 1 1'Zone 2 Zone 3 -1.70 -0.90 -2.30 -3.20 ga =0.80 Pressure Equalization Factor, ASCE 7-16 Figure 29.4.-8 gE =1.00 Edge Array Factor, ASCE 29.4.3 edges < 0.5*building height, and panel spacing < 4ft. pnet = qhGCpgEga =Design Wind Pressure, ASCE 7-16, Equation 29.4-7 Roof Zone 1 1'Zone 2 Zone 3 -19 psf -10 psf -25 psf -35 psf Min Pressure = -16 psf Use 19 psf Use 16 psf Use 25 psf Use 35 psf ULTIMATE x 0.6 =16 psf 16 psf 16 psf 21 psf ALLOWABLE Connection to Existing Roof Framing F.S. =1 Additional Factor of Safety applied to withdrawl force, if desired Atrib =6.6 ft2 DLpanel =5 psf Roof Zone 1 1'Zone 2 Zone 3 Wuplift =19 psf 16 psf 25 psf 35 psf Plag = F.S. x Atrib x (0.6D - 0.6W) =Withdrawl force for each roof anchor Roof Zone 1 1'Zone 2 Zone 3 -54.6 lbs -43.9 lbs -80.6 lbs -119.6 lbs Connection Capacity db =5/16 in Lag Screw diameter Dpen =2 1/2 in Lag Screw penetration into existing framing member No. of Screws 1 Screws per Connection Species of wood framing CD =1.6 Load Duration Factor for Wind Loading, NDS Table 2.3.2 Ct =0.7 Temperature Factor, NDS Table 10.3.4 W =266 lb/in Withdrawl Capacity, NDS Equation 11.2-1 W' = CD x Ct x W =298 lb/in Adjusted withdrawl value Pallow = Dpen x W' =745 lbs Roof Zone 1 1'Zone 2 Zone 3 DEMAND =55 lbs 44 lbs 81 lbs 120 lbs CAPACITY =745 lbs 745 lbs 745 lbs 745 lbs up to72in ok up to72in ok up to72in ok up to72in ok Douglas Fir-Larch Wind Uplift Rooftop Solar Panels Parallel to Roof Surface ASCE 7-16, Section 29.4.4 This analysis calculates the capacity of the lag screws only. For capacity of the complete mounting system, please see manufacturer's recommendations. Signed 6-1-22 1417 S Broadway 9/19/2024 1417 S Broadway1714 S Broadway Roof Mounted Solar PV 24 modules, 24 inverters, 8.76 kW John Carey 877 299-4943 08 01 2024 Santa Ana 1417 S Broadway 9/19/2024 1417 S Broadway 9/19/2024 Planning & Building Agency Building Agency Division 20 Civic Center Plaza P.O Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org CITY OF SANTA ANA PLAN CHECK - CHECKLIST JOB ADDRESS: TRACKING #: DATE: FOR PLAN CHECK STATUS Visit http://www.santa-ana.org/pb or Call (714) 647-5800 PLEASE READ AND INITIAL EACH ITEM BELOW 1. I agree to pay a plancheck fee established for this project with the understanding that this payment is not a guarantee that a permit will be issued and that this fee is not refundable once a plancheck has commenced. 2. I understand that I may request an "Accelerated Plancheck" at an additional cost. This plan check may be performed at an additional cost with the intention of reducing plancheck time for the Building & Safety Division. 3. I understand that the project valuation will be reviewed during the plancheck process and that said valuation shall be adjusted up or down in accordance with established fee computation regulations. 4. I understand that I shall submit separate plans, applications and plancheck fees for Mechanical, Electrical, Plumbing, Solar and Grading when plan check is required. 5. I understand that prior to the issuance of the Building Permit, I am required to obtain Public Works Agency approval if any of the following apply: project valuation exceeds $30,000; project has added plumbing fixtures; added bedrooms, or project exceeds 500 sq. ft. 6. I understand that prior to the issuance of the Building Permit, I am required to obtain Public Works Agency approval if my project valuation exceeds $50,000 and that a backflow device may be required. Please call (714) 647-3320 for further information. AGREED TO BY APPLICANT OR AGENT Applicant’s Signature: Print Name: Address: Telephone Number: Email: FOR OFFICE USE ONLY: "Checklist of items discussed" APPROVALS & FEES REQUIRED 1. Planning Department (714) 647-5804 8. Title 24 (Disabled Access) 15. SMIP Fee 2. Public Works Agency (714) 647-5074 9. Title 24 (Energy) 16. Microfilming/ scanning Fee 3. Fire Department (714) 573-6100 10. Roof Mounted Equip. 17. Res. Dev. Fees 4. Police Department (714) 647-5840 11. Grease Interceptor 18. FCWP Surcharge Fee 5. School District 12. List of Subcontractors 19. Fire Facility Fee 6. Health Department 13. Const. Debris Recyc. 20. South Coast AQMD 7. OC Sanitation District 14. LOA/ Owner-Builder Ver. PERMIT TECHNICIAN Rev. 11/4/22 1417 S Broadway 9/19/2024 aptos solar technology TM Solar for Innovators Designed & Engineered in Silicon Valley 370W l 365W l 360W Patented DNATM technology boosts power r;u=oul-m1;şlo7Ѵ;;L1b;m1 7-m1;7 vrѴb| 1;ѴѴ |;1_moѴo] b|_ Ɩ Ѵ|u-Ŋ|_bm 0v0-uv-ѴѴov=ouѴ;vvu;vbv|-m1;-m7lou;r_o|om capture Our DNATM"rѴb|;ѴѴ";ub;vblru;vvb;Ѵ1ol0bm;v-7-m1;7 voѴ-u|;1_moѴo]b;v|ol-blb;r;u=oul-m1;ĺur-|;m|;7 Dual Nano Absorber (DNATM) Technology allows the panel to or;u-|; -| _b]_Ŋ;L1;m1b;v bm ;|u;l; |;lr;u-|u;vĺ om|-1|ouv-Ѵ;v|;-l|o7-|oѴ;-umlou;-0o|ouѴbm;o= _b]_Ŋ;L1b;m|voѴ-ur-m;Ѵvĺ 7;-ѴvoѴঞom=ou-rrѴb1-ঞomv-@;1|;70v_-7bm] ѴѴŊ0Ѵ-1h7;vb]m=ourubvঞm;-;v|_;ঞ1v o;1;vvb;vbѴ;u0vvbm]ouub00omv !o0v| ruo71| 7;vb]m bv u;vѴb;m| bm ;|u;l; ;-|_;uĺ&r|oƔƓƏƏ-vmoѴo-7-m7ƑƐƏlr_ bm7vr;;7v 30 Year Warranty 3140 De La Cruz Blvd., Ste 200 Santa Clara, CA 95054 wwww.aptossolar.com info@aptossolar.com 3X IEC Standards Linear Performance Warranty 1 year 10 years 20 years 93.2% 87.8%90.7% 80.2% Aptos Warranty 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PQRSTUVUPQWXCY'8@Z'&['89'>;>C6\'>;C'':]) ^ _`$ ! a b * $ c % $d " b $+efg`h c$ $ " ! ]) i c " $ b % j $ k " i " b i 5H5.05M.0.L>@C7'>Y7<;>;CY'&l+ $ % % $ % $ mnopqorstouvqwtxyurysznyuvtxrvtyo{twt{|}~nur|tounpp|or€qwqy{q y{yr‚€qsx bb" b $ $b b + ƒ b ! ^ + .1351221-.30-<;67=>„6@A;„@><6…@&;D'F&@&&@DA76F@::D+i† $ $ !‡ $ ˆ ‰ $"+i† $ $ $Š tst}yruq{{|‹‚|nr|Œny~ {‚p{qspo|Žt~ruyrtu€qsq{‚ txtuyzsxt~yuy|su€qsxuyp{y}‚ % ! ! ‘‰ "! % ’“”•–—˜”•™š›“™’“–œš’ž ›ž”’›“˜š—››Ÿž˜™ 1GI.G50-// syoq~¡urt~vsy~q{unpp|orrtqyuxtxy~qrtxr|qsu‹toysz¢ £ $ k {y oqo‚|}x|~ntsruys~{nxysztszysttoyszotp|oru€urqptx{trrtouqsxrt~vsy~q{xqrquvttruzotqr{‚ c $ ! $ G1..12K50.L/H.21+ ^ $b ‡* c ¤``_¥f``¦"_§``_¥f``§ *ˆk_¦``_¥f``g" b $ c" " c d c M5N5M01O55L¨|s¡r{tqwt‚|nopo|Žt~rr|~vqs~t€ syoq~vqurvt}ysqs~yq{ $ % %©qwtptq~t|}ysx s|‹ysz‚|nqotot~tywyszpo|xn~ru d ¢ ]**ª)*+, bf`i $ « †*,°‡,±£±]*+,°‡,±)²ƒˆk,‡ƒkee*k°‡,± ²)ª‡]²ƒek‡ª‡ƒk ‡*,³´µ ¶ · ¸ 1417 S Broadway 9/19/2024 U-BUILDER PROJECT REPORT VERSION: 3.1.6 PROJECT TITLE ROOFMOUNT RM10 PROJECT ID 093EC6F0 CREATED March 21, 2022, 10:30 a.m. NAME ADDRESS Santa Ana, CA 92707, USA CITY, STATE Santa Ana, CA MODULE CertainTeed CT365HC11-06 Designed by jobs@currentinsight.net ROOFMOUNT RM10 CertainTeed 24 - CT365HC11-06 470.30 ft 8.76 KW 2 Signed 3-21-22 1417 S Broadway 9/19/2024 ENGINEERING REPORT AVERAGE PSF 4.85 psf Plan review TOTAL NUMBER OF MODULES 24 TOTAL KW 8.76 KW TOTAL MODULE AREA ~875 ft TOTAL WEIGHT ON ROOF 4246 lbs RACKING WEIGHT 186 lbs MODULE WEIGHT 1085 lbs BALLAST WEIGHT 2976 lbs MAX BAY LOAD (DEAD)145 lbs ATTACHMENT COUNT 0 TOTAL SEISMIC ATTACHMENTS REQUIRED 0 Loads Used for Design BUILDING CODE ASCE 7-10 BASIC WIND SPEED 110.00 mph GROUND SNOW LOAD 0.00 psf SEISMIC (SS)1.46 ELEVATION 45.00 ft WIND EXPOSURE B MRI 25 RISK CATEGORY II VELOCITY PRESSURE, QZ 12.96 psf 2 Inspection PRODUCT ROOFMOUNT RM10 MODULE MANUFACTURER CertainTeed MODEL CT365HC11-06 MODULE WATTS 365 watts MODULE LENGTH 69.06" MODULE WIDTH 40.86" MODULE THICKNESS 1.38" MODULE WEIGHT 45.19 lbs BALLAST BLOCK (CMU) WEIGHT 32.0 lbs MAX BLOCKS PER NORTH BAY 6 MAX BLOCKS PER NON NORTH BAY 4 BUILDING HEIGHT 15.00 ft ROOF TYPE EPDM PARAPET HEIGHT <= 1/2 Array Height (<= 6 inches) RISK CATEGORY II ATTACHMENTS OPTIMIZATION CRITERIA Maximize Ballast ATTACHMENT TYPE UNIRAC FLASHLOC RM ATTACHMENT CAPACITY UPLIFT 620.0 lbs ATTACHMENT CAPACITY SHEAR 523.0 lbs CONTROLLING COMPONENT UPLIFT CAPACITY RACKING CONTROLLING COMPONENT SHEAR CAPACITY RACKING 92707Loads Determined by Zip CITY, STATE Santa Ana, CA BASIC WIND SPEED 110.00 mph GROUND SNOW LOAD 0.00 psf 1417 S Broadway 9/19/2024 Roof Area 1 - Array 1 Roof Area 1 - Array 2 AVERAGE PSF 4.01 psf TOTAL NUMBER OF MODULES:12 TOTAL KW:4.38 KW TOTAL AREA:419 ft TOTAL WEIGHT ON ROOF:1679 lbs RACKING WEIGHT:81 lbs MODULE WEIGHT:542 lbs BALLAST WEIGHT:1056 lbs ATTACHMENT COUNT 0 SEISMIC ATTACHMENT COUNT 0 2 MINIMUM SEISMIC SEPARATION (UNATTACHED ARRAYS) * ARRAY TO ARRAY:9.9" TO FIXED OBJECT ON ROOF:19.7" TO ROOF EDGE WITH QUALIFYING PARAPET:19.7" TO ROOF EDGE WITHOUT QUALIFYING PARAPET:29.6" MAX ARRAY (SEISMIC) (FOR UNATTACHED ARRAYS) * MAX NUMBER OF NORTH-SOUTH ROWS:20 MAX NUMBER OF EAST-WEST COLUMNS:43 *In jurisdictions that follow SEAOC PV-1 methodology. AVERAGE PSF 5.40 psf TOTAL NUMBER OF MODULES:8 TOTAL KW:2.92 KW TOTAL AREA:304 ft TOTAL WEIGHT ON ROOF:1641 lbs RACKING WEIGHT:63 lbs MODULE WEIGHT:362 lbs BALLAST WEIGHT:1216 lbs ATTACHMENT COUNT 0 SEISMIC ATTACHMENT COUNT 0 2 MINIMUM SEISMIC SEPARATION (UNATTACHED ARRAYS) * ARRAY TO ARRAY:9.9" TO FIXED OBJECT ON ROOF:19.7" TO ROOF EDGE WITH QUALIFYING PARAPET:19.7" TO ROOF EDGE WITHOUT QUALIFYING PARAPET:29.6" MAX ARRAY (SEISMIC) (FOR UNATTACHED ARRAYS) * MAX NUMBER OF NORTH-SOUTH ROWS:13 MAX NUMBER OF EAST-WEST COLUMNS:29 *In jurisdictions that follow SEAOC PV-1 methodology. 1417 S Broadway 9/19/2024 Roof Area 1 - Array 3 Roof Area 1 - Array 4 AVERAGE PSF 6.10 psf TOTAL NUMBER OF MODULES:2 TOTAL KW:0.73 KW TOTAL AREA:76 ft TOTAL WEIGHT ON ROOF:463 lbs RACKING WEIGHT:21 lbs MODULE WEIGHT:90 lbs BALLAST WEIGHT:352 lbs ATTACHMENT COUNT 0 SEISMIC ATTACHMENT COUNT 0 2 MINIMUM SEISMIC SEPARATION (UNATTACHED ARRAYS) * ARRAY TO ARRAY:9.9" TO FIXED OBJECT ON ROOF:19.7" TO ROOF EDGE WITH QUALIFYING PARAPET:19.7" TO ROOF EDGE WITHOUT QUALIFYING PARAPET:29.6" MAX ARRAY (SEISMIC) (FOR UNATTACHED ARRAYS) * MAX NUMBER OF NORTH-SOUTH ROWS:12 MAX NUMBER OF EAST-WEST COLUMNS:26 *In jurisdictions that follow SEAOC PV-1 methodology. AVERAGE PSF 6.10 psf TOTAL NUMBER OF MODULES:2 TOTAL KW:0.73 KW TOTAL AREA:76 ft TOTAL WEIGHT ON ROOF:463 lbs RACKING WEIGHT:21 lbs MODULE WEIGHT:90 lbs BALLAST WEIGHT:352 lbs ATTACHMENT COUNT 0 SEISMIC ATTACHMENT COUNT 0 2 MINIMUM SEISMIC SEPARATION (UNATTACHED ARRAYS) * ARRAY TO ARRAY:9.9" TO FIXED OBJECT ON ROOF:19.7" TO ROOF EDGE WITH QUALIFYING PARAPET:19.7" TO ROOF EDGE WITHOUT QUALIFYING PARAPET:29.6" MAX ARRAY (SEISMIC) (FOR UNATTACHED ARRAYS) * MAX NUMBER OF NORTH-SOUTH ROWS:12 MAX NUMBER OF EAST-WEST COLUMNS:26 *In jurisdictions that follow SEAOC PV-1 methodology. 1417 S Broadway 9/19/2024 RM10 U-BUILDER PRODUCT ASSUMPTIONS RM10 – Ballasted Flat Roof Systems Limitations of Responsibility: It is the user’s responsibility to ensure that inputs are correct for your speciﬁc project. Unirac is not the solar, electrical, or building engineer of record and is not responsible for the solar, electrical, or building design for this project. Building Assumptions 1.Risk Category III 2. Building Height ≤ 50 ft 3. Building Height > 50 ft: only where (longest length of building x building height)^0.5 ≤ 100 ft 4. Roof Slope ≥ 0° (0:12) and ≤ 3° (5/8:12) for Seismic Design Category C, D, E and F. For low seismic regions Seismic Design Category A and B (provided Array Importance factor = 1.0), Roof Slope ≥ 0° (0:12) and ≤ 7° (1 1/2:12). 5. Rooﬁng Material Types: EDPM, PVC, TPO, or Mineral Cap 6. Surrounding Building Grade: Level Ballast Blocks The installer is responsible for procuring the ballast blocks (Concrete Masonry Units – CMU) and verifying the required minimum weight needed for this design. CMU should comply with ASM standard speciﬁcation for concrete roof pavers designation (C1491 or C90 with an integral water repellent suitable for the climate it is placed. It is recommended that the blocks are inspected periodically for any signs of degradation. If degradation of the block is observed, the block should immediately be replaced. The CMU ballast block should have nominal dimensions of 4”x8”x16”. The actual block dimensions are 3/8” less than the nominal dimensions. Ballast blocks should have a weight as speciﬁed for the project in the “Inspection” section of this report. Design Parameters 1. Risk Category I to III 2. Wind Design a. Basic Wind Speed: 85-120 mph (ASCE 7-05)/110-150 mph (ASCE 7-10)/90-180 mph (ASCE 7-16) b. Exposure: B, C or D (ASCE 7-05/ASCE 7-10) c. 25 year Design Life/50 year Design Life for ASCE 7-16 d. Elevation: Insertion of the project at - grade elevation can result in a reduction of wind pressure. If your project is in a special case study region or in an area where wind studies have been performed, please verify with your jurisdiction to ensure that elevation eﬀects have not already been factored into the wind speed. If elevation eﬀects have been included in your wind speed, please select 0 ft as the project site elevation. e. Wind Tunnel Testing: Wind tunnel testing coeﬃcients have been utilized for design of the system. 3. Snow Design a. Ground Snow Load: 0-80 psf (ASCE 7-10/ASCE 7-16) b. Exposure Factor: 0.9 c. Thermal Factor: 1.2 d. Roof Snow Load: Calculation per Section 7.3 (ASCE 7-05/ASCE 7-10/ASCE 7-16) e. Unbalanced/Drifting/Sliding: Results are based on the uniform snow loading and do not consider unbalanced, drifting, and sliding conditions 4. Seismic Design a. Report SEAOC PV1-2012/ASCE 7-16 SECTION 13.6.12 – Structural Seismic Requirements and Commentary for Rooftop Solar Photovoltaic Arrays b. Seismic Site Class: A, B, C, or D (ASCE 7-05/ASCE 7-10/ASCE 7-16) c. Importance Factor Array (lp): 1.0 d. Importance Factor Building (le): 1.0 e. Site Class: D Properties 1. Bay Weight: ~3.5 lbs 2. Module Gaps (E/W) = 0.25 in 3. Bays: North row bays overhang the module by ~19.5 inches. Module Properties 1. Module return ﬂange: Minimum of 0.9in (when using 1-3/4 in. clip bolts) is required. 2. Module return ﬂange: Minimum of 0.65in (when using 2 in. clip bolts) is required. 1417 S Broadway 9/19/2024 Testing 1. Coeﬃcient of Friction 2.Wind Tunnel 3.UL 2703 4.Component Testing (Bay and Clamp) Setbacks For the wind tunnel recommendations in U-Builder to apply, the following setbacks should be observed/followed for U-Builder wind design: 1.Modules should be placed a minimum of 3 feet from the edge of the building in any direction. 2.If the array is located near an obstruction that is 3.5 feet wide and 3.5 feet high or larger, the nearest module of the array must be located a distance from the obstruction that is greater than or equal to the height of the obstruction. Exception: When using ASCE 7-16 Building Code and using the obstruction feature in the module editor to accurately model the size and location of obstruction. 3.Installations within the setbacks listed above require site speciﬁc engineering 4.The setbacks above are for wind. High seismic areas, ﬁre access isles, mechanical equipment, etc., may require larger setbacks than listed above for wind. Site Speciﬁc Engineering Conditions listed below are beyond the current capabilities of U-Builder. Site speciﬁc engineering is required. 1.Wind designs for a project design life exceeding 25 years 2.Building assumptions and design parameters outside of U-Builder assumptions 3.Attachments 4. Risk Category III or IV projects (U-Builder can be adjusted for the correct wind, but not the seismic or snow design) 5. Wind tunnel testing reduction factors are not permitted by the Authority Having Jurisdiction (AHJ) 6.Seismic designs that fall outside SEAOC PV1-2012/ASCE 7-16 SECTION 13.6.12 recommendations (>3% roof slope, or AHJ’s that require shake table testing or non-linear site-speciﬁc response history analysis) 7. Signed and sealed site-speciﬁc calculations, layouts, and drawings Notes: Please contact info@unirac.com. Please contact EngineeringServices@unirac.com for more information. Please contact Theresa Allen with PZSE Structural Engineers at theresa@pzse.com. These items will require direct coordination with PZSE to complete the requested services. 2 1/ASCE 7-16 2 2 2 3 3 3 1 2 3 1417 S Broadway 9/19/2024