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GENERAL STRUCTURAL NOTES: ,(•'1 <br /> 1. THE SOLAR PANELS ARE TO BE MOUNTED TO THE PV MODULE J <br /> ROOF FRAMING USING THE GRASOL RACKING SEE(2/S 1.1) FOR infinity Solo r <br /> SYSTEM WITH GRASOL GS-10 MOUNT ENLARGED VIEW <br /> ATTACHMENTS. THE MOUNTING FEET ARE TO BE a? NFINITYHOMESOLUTIONS <br /> SPACED AS SHOWN IN THE DETAILS, AND MUST 6405E MILL PLAIN <br /> VANCOUVER WA 98661 <br /> BE STAGGERED TO ADJACENT FRAMING / PHONE:1-800-818-0598 <br /> MEMBERS TO SPREAD OUT THE ADDITIONAL <br /> INFINITY <br /> LOAD. \ <br /> 2. UNLESS NOTED OTHERWISE, MOUNTING REVISIONS <br /> ANCHORS SHALL BE 1/4" LAG SCREWS WITH A / ®i ` RS @24`Or, Description Date Rev <br /> MINIMUM OF 2.5" PENETRATION INTO ROOF Rp , Initial Design 3/21/24 00 <br /> FRAMING. I 2X$ <br /> 3. THE PROPOSED PV SYSTEM ADDS 2.5 PSF TO THE E COMPOSITE SHINGLE ROOF <br /> ROOF FRAMING SYSTEM. / ( ) <br /> 4. ROOF LIVE LOAD=20 PSF TYPICAL,0 PSF UNDER <br /> NEW PV SYSTEM. Signature with Seal <br /> _ / <br /> 5. GROUND SNOW LOAD=15 PSF <br /> 6. WIND SPEED=110 MPH <br /> 7. EXPOSURE CATEGORY=B <br /> 8. RISK CATEGORY=II <br /> Project Name& <br /> Address <br /> 1 ATTACHMENT DETAIL SIDE VIEW <br /> s 1.1 SCALE:NTS W <br /> U <br /> Z <br /> LU <br /> CD <br /> W H rn - <br /> SOLAR MODULE z < ? z <br /> OM LU <br /> o p Q <br /> GRASOL GS-10 RAIL < N w w <br /> = w <br /> Z <br /> elfQ <br /> m <br /> Sheet Name <br /> GS-FK-02 305MM <br /> ROOF FLASHING MOUNT DETAIL <br /> Sheet Size <br /> BUILDING STRUCTURE <br /> ANSI B <br /> 11" X 17" <br /> ROOF Sheet Number <br /> S1 .1 <br /> NOTE: - PER WAC 51-51-03240, PANELS WILL NOT MOUNT <br /> HIGHER THAN 18 INCHES ABOVE THE SURFACE OF THE 1/4"X 3"SS LAG SCREW 2.5" <br /> ROOFTOP TO WHICH THEY ARE MOUNTED. MIN. EMBEDMENT <br /> 2 ATTACHMENT DETAIL ENLARGED VIEW <br /> s1.1 SCALE:NTS <br />