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PHOTOVOLTAIC MODULE GENERAL NOTES: <br /> 1.APPLICABLE CODE: 2021 WASHINGTON BUILDING CODE MINIMUM DESIGN SOLAR MODULE <br /> LOADS FOR BUILDING AND OTHER STRUCTURES. IRONRIDGE (XR100) RAILS <br /> 2. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER NDS(2021) <br /> REQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON A WOOD ROOF TRUSS IRONRIDGE FLASHFOOT 2 <br /> AS EMBEDMENT MATERIAL. <br /> 3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE <br /> RESIDENTIAL ROOFS, CONSIDERING FROM A 7° TO A MAXIMUM 45° (2/12 TO A <br /> MAXIMUM 12/12 PITCH) ROOF IN SCHEDULE. ALL RESIDENTIAL ROOFS SHALL <br /> NOT EXCEED 30FT MEAN ROOF HEIGHT. <br /> 4. ROOF SEALANTS SHALL CONFIRM TO ASTM C920 &ASTM 6511. <br /> 5. THIS SHEET REFLECTS STRUCTURAL CONNECTIONS ONLY. REFER TO <br /> MANUFACTURERS' MANUAL FOR ALL ARCHITECTURAL, MECHANICAL, <br /> ELECTRICAL, AND SOLAR SPECS. <br /> 6. ALL ALUMINUM COMPONENTS SHALL BE ANODIZED ALUMINIUM 6105-T5 LLJJ c) <br /> UNLESS OTHERWISE NOTED. 00 <br /> 7. LAG BOLTS SHALL BE ASTM A276 STAINLESS STEEL UNLESS OTHERWISE Lu Lu m <br /> NOTED. WOOD SHEATHING Q Q <br /> 8. ALL IRONRIDGE RAILING AND MODULES SHALL BE INSTALLED PER SHINGLE FLASHING <br /> MANUFACTURERS' INSTRUCTIONS. Q <br /> 9. I CERTIFY THAT THE INSTALLATION OF THE MODULES IS IN COMPLIANCE [Q <br /> WITH WBC:WASHINGTON BUILDING CODE AND WRC: WASHINGTON Lu <br /> RESIDENTIAL CODE. BUILDING STRUCTURE WILL SAFELY ACCOMMODATE WOOD ROOF LLl p O� <br /> CALCULATED WIND LATERAL AND UPLIFT FORCES, AND EQUIPMENT DEAD TRUSS TYP. o Lu <br /> LOADS. Q W <br /> IRONRIDGE (XR100) RAILS <br /> IRONRIDGE FLASHFOOT 2 w <br /> 0 <br /> co o <br /> z <br /> SOLAR MODULE ° a <br /> � U <br /> � W <br /> U <br /> C7 <br /> SHINGLE FLASHING W <br /> W <br /> of <br /> PERMIT DEVELOPER <br /> DATE 04-25-2025 <br /> WOOD ROOF DESIGNER ODP <br /> TRUSS TYP. <br /> REVIEWER <br /> WOOD SHEATHING SHEET NAME <br /> STRUCTURAL <br /> ATTACHMENT <br /> STRUCTURAL ATTACHMENT DETAILS DETAILS <br /> SHEET NUMBER <br /> S-02 <br />