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02-1371
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02-1371
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Last modified
3/6/2009 2:54:49 PM
Creation date
11/15/2006 2:28:18 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
02-1371
Building Department - Name
RODRIGUEZ,MARY
Address
6434 LAURELWOOD DR
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<br />SECTION 7 <br /> <br />SOLID ROOF PANEL PRODUCTS <br /> <br />COMPOSITE ROOF ANCHORING DETAILS <br /> <br />EXISTING TRUSS OR RAFTER <br /> <br />#10 x 1-112- S.M.S. OR WOOD <br />000 SCREW (2) PER RAFTER <br />OR TRUSS TAIL <br /> <br />#10 X 314- S.M.S. OR WOOD <br />SCREW SPACED @ 12" O.C. <br /> <br /> <br />#8 x 1/2- oS.M.S. SPACED <br />@ 8" O.C. BOTH SIDES <br /> <br />,:,~', ',',,',:irl'~,:',':::: <br /> <br />..........,;Z'a,...... <br />,',','..,','~'W,'.',,' <br /> <br />'...... ',:..~:,9,:.~-:::' - ROOF PANEL <br /> <br />'- <br />ROOF PANEL TO FASCIA DETAIL <br />SCALE: 3- = 1'-0- <br /> <br />EXISTING FASCIA <br /> <br />EXISTING HOST STRUCTURE <br />WOOD FRAME, MASONRY OR <br />OTHER CONSTRUCTION <br /> <br />FOR MASONRY USE <br />1/4- x 1-1/4- MASONRY <br />ANCHOR OR EQUAL @ 24- O.C. <br />FOR WOOD USE #10 x 1-112- <br />S.M.S. OR WOOD SCREWS @ <br />12- O.C. <br /> <br /> <br />#8 x 1/2" S.M.S. SPACED <br />@ 8- O.C. BOTH SIDES <br /> <br />- ROOF PANEL <br /> <br />J <br /> <br />ROOF PANEL TO WALL DETAIL <br /> <br />SCALE; 3- = 1'-0- <br /> <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 BUTTS. <br />SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE <br />HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4- WASHERS OR SHALL BE WASHER <br />HEADED SCREWS. <br /> <br />HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH -t-. 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 />CML ENGINEER. DEVELOPMENT CONSUl TANT <br />P.O. BOX 4368. SOUTH DAYTONA, Fl 32 '21 <br />TELEPHONE (386) 767~714 <br />FN< (386) 767.os56 <br /> <br />\ <br />I <br />, ...../ <br /> <br />SEAL <br /> <br />PAGE <br /> <br />7-4 <br /> <br />@ COPYRIGHT 2002 <br /> <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART \ 'ilTT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. <br />
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