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00-9249
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00-9249
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Last modified
3/4/2009 4:15:29 PM
Creation date
9/7/2006 9:22:25 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
00-9249
Building Department - Name
LOVELACE,JEANETTE
Address
6944 OAKCREST
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<br />SOLID ROOF PANEL PRODUCTS <br /> <br />COMPOSITE ROOF ANCHORING DETAILS <br /> <br /> <br />-~l" " <br /> <br />-- f <br />---====~.:=:.: '. " <br />.------ - <br /> <br />#10 x 1-1/2" S M S OR WOOD <br />WOOD SCREW (1) PER <br />RAFTER OR TRUSS TAIL <br /> <br />#10 X 3/4" S. M. S, OR WOOD <br />SCREW SPACED @ 12" 0, C, <br />qQ""'r 17, .1 JE:.ic'f.fiY' -11" <br />SCALE: 1/4" = 1'-0" <br /> <br /> <br />ro.~:rAll <br /> <br />FOR MASONRY USE 1/4" x <br />1-1/4" TAPCON ANCHOR <br />OR EQUAL @ 24" 0, C, FOR <br />WOOD USE #10 x 1-1/2" S.M.S, <br />OR WOOD SCREWS <br />@ 12"0, C. <br /> <br /> <br />EXISTING HOST STRUCTURE <br />WOOD FRAME. MASONRY OR <br />OTHER CONSTRUCTION <br /> <br />SECTION 7 <br /> <br />EXISTING TRUSS OR RAFTER <br /> <br />#8 x 9/16" S, M, S, SPACED <br />@ 8" O,C, BOTH SIDES <br /> <br />ROOF PANEL <br /> <br />#8 x 9/16" S, M, S, SPACED <br />@ 8" 0, C. BOTH SIDES <br /> <br />EXISTING FASCIA <br /> <br />#8 x 9/16" S,M,S, SPACED <br />@ 8" O. C, BOTH SIDES <br />ROOF PANEL <br /> <br />#8 x 9/16" S.M,S. SPACED <br />@ 8" O. C, BOTH SIDES <br /> <br />ROOF PANEL TO WALL DETAIL <br /> <br />SCALE: 1/4" = 1'.0" <br />NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA <br />FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS <br />BUTTS, SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS, ALL SCREWS <br />INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE <br />WASHER HEADED SCREWS, <br /> <br />HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PANS "tn. THE WALL <br />THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL <br />WALL THICKNESS, HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH <br />ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO, THE ANCHORS DETAILED <br />ABOVE ARE BASED ON A LOAD FROM 120 M,P,H, FOR SBC SECTION 1606 FOR A <br />MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER. DEVELOPMENT CONSUL TANT <br />P.O. BOX 4368, SOUTH DAYTONA. FL 32121 <br />TELEPHONE (904) 767,4n4 <br />FAX (904) 767-6558 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 1999 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E. BENNETI, P.E. <br /> <br />171 <br />
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