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PV-3.2 <br />STRUCTURAL DETAILS <br />STRUCTURAL NOTES <br />1. ALL SOLAR PANEL COMPONENTS SHALL BE INSTALLED PER <br /> THE MANUFACTURER'S APPROVED INSTALLATION <br /> SPECIFICATIONS. <br />2. THE EXISTING BUILDING'S STRUCTURE SHALL BE VERIFIED AS <br /> PROPERLY CONSTRUCTED AND MAINTAINED IN GOOD <br /> CONDITION. NO ALLOWANCE HAS BEEN MADE FOR ANY <br /> EXISTING DEFICIENCY IN DESIGN, MATERIAL, <br /> CONSTRUCTION, OR LACK OF MAINTENANCE FOR THE <br /> EXISTING STRUCTURE OR PROPOSED EQUIPMENT. <br /> CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, <br /> PROPER FIT, AND CLEARANCES IN THE FIELD. <br />3. IF ANY CONDITION THROUGHOUT THE ASSOCIATED REPORT <br /> OR PERMIT DRAWINGS IS NOT REPRESENTED ON-SITE, <br /> CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD <br /> (EOR) OF ANY DISCREPANCIES AND RECEIVE WRITTEN <br /> APPROVAL FROM THE EOR BEFORE PROCEEDING WITH <br /> INSTALLATION. <br />4. MISCELLANEOUS ITEMS NOT EXPLICITLY NAMED & SHOWN IN <br /> THESE DRAWINGS HAVE NOT BEEN DESIGNED. IT IS <br /> RECOMMENDED THAT MATERIAL OF SUITABLE SIZE & <br /> STRENGTH BE OBTAINED FROM A REPUTABLE <br /> MANUFACTURER FOR MISCELLANEOUS ITEMS. <br />5. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLETE, SEAL, <br /> & WATERPROOF ROOFTOP PENETRATIONS FOR SOLAR <br /> RACKING. <br />6. CONTRACTOR TO PROVIDE MINIMUM 1/4" GAP BETWEEN ALL <br /> SOLAR PANELS. <br />7. PROJECT WINDSPEED IS BASIC WIND SPEED PER CODE <br /> UNLESS NOTED OTHERWISE. <br />DEAD LOAD CALCULATIONS <br />BOM QUANTITY LBS/UNIT TOTAL <br />WEIGHT (LBS) <br />MODULES 30 47.39 1421.7 <br />MID-CLAMP 44 0.17 7.48 <br />END-CLAMP 32 0.3 9.6 <br />RAIL LENGTH 264 0.42 110.88 <br />SPLICE BAR 10 0.52 5.2 <br />SNAPNRACK <br />SPEEDSEAL FOOT 74 0.45 33.3 <br />MICROINVERTER 30 2.43 72.9 <br />TOTAL WEIGHT OF THE SYSTEM (LBS)1661.06 <br />TOTAL ARRAY AREA ON THE ROOF (SQ. FT.)630.44 <br />WEIGHT PER SQ. FT.(LBS)2.63 <br />WEIGHT PER PENETRATION (LBS)22.44 <br />SCALE: NTS <br />(N) STAINLESS STEEL 5/16" LAG BOLT MIN. <br />2.5" EMBEDMENT PILOT HOLE REQUIRED <br />(E) 2" X 4" RAFTERS @ 24" O.C. SPACING <br />(N) SNAPNRACK ULTRA RAIL UR-40 <br />(E) ROOF DECKING(N) SNAPNRACK SPEEDSEAL FOOT <br />(E) COMPOSITION SHINGLE ROOF MEMBRANE <br />(N) SNAPNRACK SPEEDSEAL FOOT <br />(E) 2" X 4" RAFTERS @ 24" <br />O.C. SPACING <br />(N) SOLAR MODULE <br />6" MAX <br />LICENSE TYPE: C-10 <br />NEXT PHASE ELECTRIC <br />APN: 09920301 <br />PHONE NUMBER: (661) 878-7576 <br />ADDRESS: 5409 ALDRIN COURT, <br />BAKERSFIELD, CA 93313 <br />ADDRESS: 5514 RHONDA AVENUE, <br />SANTA ANA, CA 92703 <br />COORDINATES: 33.750842, -117.941808 <br />CONTRACTOR INFORMATION <br />NAME: HIEP TRINH <br />CUSTOMER INFORMATION <br />PROJECT ID AUR-1002094 <br />DATE 10/3/2024 <br />CREATED BY SSB <br />SIGNATURE <br />LICENSE NUMBER: 1025263 <br />12.150kW DC / 9.750kW AC / 11.012kW <br />CEC AC ROOF MOUNT PV SYSTEM <br />Structural Only 10/18/2024 <br />5514 W Rhonda <br />Ave11/27/2024