Laserfiche WebLink
<br />SCREENED ENCLOSURES: SCREEN I VINYL AND SOLID COVER <br /> <br />.-...., <br /> <br /> <br /> <br />SEALANT <br /> <br />4 so HEADER EXTRUSION <br /> <br />~ ~ #8 x 9/15' TEK SPACED AT <br />~ ~ 8" O.C. BOTH SIDES <br /> <br />___ SEALANT <br /> <br />#10 x 1-1/2" S.M.S. OR WOOD <br />WOOD SCREW (1) PER RAFTER <br />OR TRUSS TAlL <br /> <br />EXISTING TRUSS OR RAFTER <br /> <br />#10 X 3/4" S.M.S. OR WOOD <br />SCREW SPACED AT 12" O.C. <br /> <br />3" ROOF PANEL <br /> <br />EXISTING FASCIA <br /> <br /> <br />, SEAlANT <br /> <br />~' SO HEADER EXTRUSION <br />~ ~, fl8 x 9/15' TEK SPACED AT <br />~ ____ f1' O.C. BOTH SIDES <br />. . _' SEALANT <br /> <br />FOR MASONRY USE 1/4" x <br />1-1/4" TAPCON ANCHOR OR <br />EQUAL SPACED AT 24" O.C. <br />FOR WOOD USE 110 x 1-1/2" <br />S.M.S. OR WOOD SCREWS AT <br />12" O.C. <br />3" ROOF PANEL <br /> <br />- EXISTING HOST STRUCTURE <br />WOOD FRAME, MASONRY OR <br />OTHER CONSTRUCTION <br /> <br />ROOF PANEL TO FASCIA DETAIL <br /> <br />ROOF PANEL TO WALL.: DETAIL <br /> <br />NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAMING WHERE POSSIBLE <br />ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS / SUB-FASCIA AND THOSE AREAS SHALL HAVE <br />DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN. 1-1/4" WASHERS <br />OR SHALL BE WASHER HEADED SCREWS <br /> <br />~ <br />, <br /> <br />HOST STRUCTURE OR FASCIA AND SUB-FASCIA CONNEC1l0N REQUIREMENTS <br />LOAD CONDI1l0NS <br />GLASS ROOMS WIND VELOCITY LOADS DEAD + LIVE LOADS <br />HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22#/SF 32 #/SF 57#/SF <br />1. CONCRETE 1 14"x1-1 18" CONCRETE SCREWS @ 12" O.C.----->(2) @ l' O.C. <br />2. WOOD FRAME 1/4"x2" LAG SCREWS @ 6" O.C.------------->(2) @ 1" O.C. <br />SCREEN. VINYL. AND CARPORTS <br />HOST STRUCTURE 102 MPH 110 MPH 120 MPH <br />1. CONCRETE 1 I 4"x1-1 18" CONCRETE SCREWS <br />2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" <br /> <br />22#/SF 32 II/SF 57 II/SF <br />@ 12" O.C.----->2 @ l' O.C. <br />O.C.---------->2 @ l' O.C. <br /> <br />2'-0" MIN. <br />BEFORE SLOPE <br />r----- --I <br /> <br />NOTE: IF LOCAL BUILDING DEPARTMENT HAS A <br />MINIMUM FOOTING SPECIFICATION, THAT <br />MINIMUM SHALL SUPERCEDE THESE PI~ANS. <br /> <br />(1) #5 BAR CONT. <br /> <br />., <br /> <br />(1) iI4 BAR CONT. <br /> <br />NOTE: FIBER MESH CONCRETE DOES <br />NOT REQUIRE WIRE MESH <br /> <br /> <br /> <br /> <br />./ <br /> <br />FLAT SLOPE / NO FOOTING <br />o - 2"/1 2" <br /> <br />NOTE: NO FOOTING EXCEPT WHEN ADDRESSING EROSION <br />MIN. 2500 P.S.1. CONCRETE W/ 6 x 6 - 10 x 10 <br />WELDED WIRE MESH OR FIBER MESH CONCRETE <br /> <br />N J 8" 1 <br /> <br />MODERA TE SLOPE FOOTING <br />7"/12" - 1'-10" <br /> <br />STEEP SLOPE FOOTING <br />> 1'-10" <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVlL ENGINEER & DEVELOPMENT CONSUU"ANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767.4774 <br />FAX 1/ 1 (904) 767-6556 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN Fr\RT WITHOUT WRITTEN PERMISSION FROM lAWRENCE E. BENNETT, P.E. <br /> <br />