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<br />ATTACHED ALUMINUM COVERS <br /> <br />-- <br /> <br /> <br />SEAlANT <br /> <br />~ '5' HEADER EXTRUSION <br />~ ~ 68 x 9/16" TEK SPACED AT <br />~ ____ 8" O.C. BOTH SIDES <br />___ SEAlANT <br />610 x 1-1/2. S,M,S, OR WOOD <br />WOOD SCREw (1) PER RAFTER <br />OR TRUSS TAIL <br />EXISTING TRUSS OR RAfTER <br />610 X 3/"'" S.M,S, OR WOOD <br />SCREW SPACED AT 12" O.C, <br />3. ROOf PANEL <br />EXISTING fASCIA <br /> <br />'--../ <br /> <br />~, <br />~:' <br /> <br />___-ar.iUI.U.. <br /> <br /> <br />SEAlANT <br /> <br />~ J' HEADER EXTRUSION <br />~ ~ fi8 x 9/16" TEK SPACED AT <br />~ ____ fi O,C, BOTH SIDES <br />___ SEAlANT <br /> <br />fOR MASONRY USE 1/"''' 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 />J" ROOF PANEL <br /> <br />EXISTING HOST STRUCTURE <br />WOOD FRAME, MASONRY OR <br />OTHER CONSTRUCTION <br /> <br />---- <br /> <br />ROOF PANEL TO FASCIA DETAIL <br /> <br />ROOF PANEL TO WALL DETAIL <br /> <br />NOES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAMING WHERE POSSIBLE <br />ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUns / SUB-FASCIA AND THOSE AREAS SHAU 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 />HO~;T STRUCTURE OR FASCIA AND SUB-FASCIA CONNECTION REQUIREMENTS <br />LOAD CONDITIONS <br />GLASS ROOMS WIND VELOCITY LOADS DEAD + UVE LOADS <br />HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22 II/SF .32 II/SF 5711/SF <br />1. CONCRETE 1/4"x1-1/8" 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 />SCf;:EEN. VINYL. AND CARPORTS <br />HOST STRUCTURE 102 MPH 110 t.1PH 120 t.1PH 22#/SF.32 #/SF 57#/SF <br />.1. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS @ 12" O.C.----->2 @ l' O.C, <br />2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" O.C.--------->2 @ l' O.C. <br /> <br />'-.J <br /> <br />SFUCE TO BE LOCATED 1/+ TO <br />1/3 BEAM SPAN AND <br />ST AGGERED EACH SIDE Of SElf <br />MJI TlNG BEAM <br /> <br /> <br />r- d-.50. --r- d-.50.1 <br /> <br />+ + + + + + + + <br /> <br />DENOTES SC EW PATTERN <br />NOT NUMBER Of SCREWS <br /> <br />1. MAX. <br /> <br />BE Alol SPUCE SHAlL BE WIN, <br />01 d-.50. HEIGHT AND <br />2 (d-.50.) IN LENGTH <br />MIN, SCREWS PER SPUCE <br />TOrA!.. / SIDE Of SPUCE <br />2" x ",. 4/2 <br />2. x 5. 4/2 <br />2' x 6 "'/2 <br />2' x 7. 6/3 <br />2' x 6. 6/4 <br />2' x 9. 10/5 <br /> <br /> <br />~I <br /> <br />:"0 <br /> <br />J <br /> <br />d = HEIGHT OF BEAM <br /> <br />+ + + + + + + + <br /> <br />I" MAX, <br /> <br />PLA TE TO BE SAME WAU <br />THICKNESS AS BEAM <br /> <br />PLATE CAN BE INSIDE OR <br />OUTSIDE BEAM OR LAP CUT <br /> <br />TYPICAL BEAM SPLICE DETAIL <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIL ENGINEER A DEVELOPMENT CONSUU'ANT <br />P. O. BOx 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767-4n4 <br />FAX' 1 (904) 767-6556 <br /> <br />, ......J <br /> <br />o COPYRI3HT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN FP.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br /> <br />,.., <br /> <br />44 <br />