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STRUCTURAL NOTES CONTRACTOR INFORMATION <br /> 1. ALL SOLAR PANEL COMPONENTS SHALL BE INSTALLED PER <br /> THE MANUFACTURER'S APPROVED INSTALLATION �+ <br /> SPECIFICATIONS. SUNERGUYST MS <br /> 2. THE EXISTING BUILDING'S STRUCTURE SHALL BE VERIFIED AS Employee Owned <br /> PROPERLY CONSTRUCTED AND MAINTAINED IN GOOD (N)ACE CLAMP A2-NW <br /> CONDITION. NO ALLOWANCE HAS BEEN MADE FOR ANY <br /> EXISTING DEFICIENCY IN DESIGN, MATERIAL, (N) SOLAR MODULE SUNERGY SYSTEMS <br /> CONSTRUCTION, OR LACK OF MAINTENANCE FOR THE (N) SUNMODO SMR100 RAIL ADDRESS: 4546 LEARY WAY <br /> EXISTING STRUCTURE OR PROPOSED EQUIPMENT. NORTHWEST, SEATTLE, WA 98107 <br /> CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, (E) METAL SEAM @ 12" O.C. SPACING <br /> PROPER FIT, AND CLEARANCES IN THE FIELD. PHONE NUMBER: (206)-571-4726 <br /> 3. IF ANY CONDITION THROUGHOUT THE ASSOCIATED REPORT _ (E) 2" X 4" TOP CHORD @ 24" O.C. LICENSE NUMBER: SUNERSI905D4 <br /> OR PERMIT DRAWINGS IS NOT REPRESENTED ON-SITE, SPACING LICENSE TYPE: ELECTRICAL <br /> CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD 6" MAX <br /> (EOR) OF ANY DISCREPANCIES AND RECEIVE WRITTEN <br /> APPROVAL FROM THE EOR BEFORE PROCEEDING WITH CUSTOMER INFORMATION <br /> INSTALLATION. <br /> 4. MISCELLANEOUS ITEMS NOT EXPLICITLY NAMED & SHOWN IN NAME: SANDRA YAMEOGO <br /> THESE DRAWINGS HAVE NOT BEEN DESIGNED. IT IS <br /> RECOMMENDED THAT MATERIAL OF SUITABLE SIZE & ADDRESS: 4928 GLACIER LANE, <br /> STRENGTH BE OBTAINED FROM A REPUTABLE EVERETT, WA 98203 <br /> MANUFACTURER FOR MISCELLANEOUS ITEMS. <br /> 5. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLETE, SEAL, COORDINATES: 47.952131, -122.215528 <br /> &WATERPROOF ROOFTOP PENETRATIONS FOR SOLAR (N) SUNMODO EZ MOUNT L-FOOT KIT <br /> APN: 00611100002400 <br /> RACKING. (E) ROOF DECK <br /> 6. CONTRACTOR TO PROVIDE MINIMUM 1/4" GAP BETWEEN ALL (N) SUNMODO SMR100 RAIL <br /> SOLAR PANELS. 18.450kW DC / 15.705kW AC ROOF <br /> 7. PROJECT WINDSPEED IS BASIC WIND SPEED PER CODE MOUNT PV SYSTEM <br /> UNLESS NOTED OTHERWISE. <br /> (N)ACE CLAMP A2-NW <br /> DEAD LOAD CALCULATIONS <br /> BOM QUANTITY LBS/UNIT TOTAL O <br /> WEIGHT (LBS) <br /> MODULES 45 45 2025 <br /> MID-CLAMP 78 0.14 10.92 <br /> END-CLAMP 24 0.24 5.76 <br /> RAIL LENGTH 307 0.41 125.87 <br /> SPLICE BAR 14 0.56 7.84 PROJECT ID AUR-93552 <br /> DATE 3/2/2024 <br /> ACE CLAMP A2-NW 90 1.88 169.2 <br /> CREATED BY KG <br /> MICROINVERTER 45 2.38 107.1 (N) 9/16" HEX HEAD SCALE: NTS SIGNATURE <br /> TOTAL WEIGHT OF THE SYSTEM (LBS) 2451.69 <br /> STRUCTURAL DETAILS <br /> TOTAL ARRAY AREA ON THE ROOF (SQ. FT.) 896.25 (E) 2" X 4" TOP CHORD @ 24" O.C. STRUCSTRUC <br /> WEIGHT PER SQ. FT.(LBS) 2.73 SPACING <br /> WEIGHT PER PENETRATION (LBS) 27.24 <br />