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<br />ATTACHED ALUMINU'JI COVERS <br /> <br />~ <br />~' <br /> <br />~ <br /> <br /> <br />SEAlANT <br /> <br />~ 3" HEADER EXTRUSION <br />~ ~ Vs x 9/16" TEK SPACED AT <br />~ ________ 8" O.C. BOTH SIDES <br />_ . '::-, '. .......__ SEAl.ANT <br />110 x 1-1/2" S.ld,S, OR WOOD <br />WOOD SCREw (1) PER RAFlER <br />OR TRUSS TAlL <br />EXISTINC muss OR RAFTER <br />610 X 3/~' S.ld.S. OR WOOD <br />SCREW SPACED AT 1 '1" O,C, <br />3" ROOF PANEL <br />EXISTING FASCIA <br /> <br />Sf'ALANT <br /> <br />~ ;S' HEI,oEl< EXTRUSION <br />~ ~ #8 x 9/10" IEK SPACCD liT <br />~ ________ 8" O.C, 80 [I-I SIDES <br />_, _""""""~ __ SEALANT <br /> <br />f1 -' ~t FOR MASONf~Y USE 1/4" x <br />1-1/4" IAPCON NiCHOl< OH <br />EQUAL SPACED A I :l4" D.C, <br />FOf~ WOOD USE ilia x 1-1/:-" <br />S i.I,S, all \'tOaD ~CR[\'IS AT <br />_ 1'1" O,C. <br />J" flOor PAIJEL <br /> <br />EXISTING HOST STHUCruflE <br />WOOD FHAMf. MASONt~Y Oil <br />OfHm CONSTHUCIION <br /> <br />=---- <br /> <br />--- <br />-- <br />--.- <br /> <br /> <br />Ri)OF PANEL TO FASCIA DETAIL <br /> <br />ROOF PANEL TO WALL DETAIL <br /> <br />N' 1ES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS Buns OR THE SUB-FASCIA FRAMING WIIERE POSSIBLE <br />ONLY 15% or SCREWS CAN BE OUTSIDE THE TRUSS Buns / SUB-FASCIA AND THOSE AREAS SHAU HAVE <br />DOUBLE ANCHORS, ALl SCREWS INTO THE HOSI STRUCTURE SIIALL HAVE lAIN, 1-1/4" WASIIEfl~3 <br />OR SHALL BE WASHER HEADED SCREwS <br /> <br />HO,;T STRUCTURE OR FASCIA AND SUB-FASCIA CONNECllON REQUIREMENTS <br />LOAD CONDITIONS <br />GU,SS ROOMS WIND VELOCITY LOADS DEAD + LIVE LOADS <br />HO':;T STRUCTURE 102 MPH 110 MPH 120 MPH 22#/SF 32 #/SF 57#/SF <br />1. CONCRETE 1/4"x1-1/S" CONCRETE SCREWS @ 12" O.C.----->(2) @ l' O.C. <br />2, WOOD FRAME 1/4"x2" LAG SCREWS @ 6" O.C.------------->(2) @ 1" a.c. <br />SCI,:EEN, VINYl, AND CARPORTS <br />HO;T STRUCTURE 102 MPH 110 MPH 120 MPH <br />1. CONCRETE 1/4"x1-1/S" CONCRETE SCREWS <br />2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" <br /> <br />S dCE TO BE LOCATED 1/4 TO <br />1 'j BEAM SPAN AND <br />S AGGERED EACH SIDE OF SELF <br />I<I','ONG BEAM <br /> <br />Ell. AM SPUCE SHALL BE MIN, <br />C, d-.50' HEIGHT AND <br />.. (d-.50.) IN LENGTH <br />,. ,{,I. SCREWS PER SPUCE <br />1 II r AL / SIDE Of SPUCE <br /> <br />~!' x 4" 4/2 <br />~, x 5" 4/2 <br />~" x 6 4/2 <br />=, x 7" 6/3 <br />~" x B" 8/4 <br />~, x 9" 10/5 <br /> <br />22#/SF 32 #/SF 57#/SF <br />@ 12" O.C.----->2 @ l' Q,C, <br />O.C.--------->2 @ l' O.C. <br /> <br />'-......// <br /> <br />.75 <br /> <br />r d-.50" ---of- d-.50"-{ <br />++i-+++++ <br /> <br />1. MAX, <br /> <br /> <br />-r <br /> <br />;u <br /> <br />J <br /> <br />I~ <br />I <br />"0 <br /> <br />DENOTES SC EW PAITERN <br />NOT NUMBER OF SCREWS <br /> <br />d = HEIGHT OF BEAM <br /> <br />-4. <br /> <br />+ + + + + + + + <br /> <br />PLA TE TO BE SAME WAU <br />THICKNESS AS BEAM <br /> <br />PLA IE CAN BE INSIDE OR <br />OUTSIDE BEAM OR LAP CUT <br /> <br />1" MAX, <br /> <br />TYPICAL BEAM SPLICE DETAIL <br /> <br />LAWRENCE E. BENNETT, P.R. <br />CIYU. ENGINEER & DEVELOPMENT CONSUU'ANT <br />P. O. BOx 4368 SOUTH D.\YTONA. FL 32121 <br />PHONE 1 (90-4) 757.4n4 <br />FAX' 1 (904) 757-6556 <br /> <br />'.......J <br /> <br />Q COPYR ;iHT. 1900 <br />NOTTO [: i: REPRODUCED IN WHOLE OR IN At.RTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, RE. <br /> <br />",. " ". <br /> <br />+. <br /> <br />..., <br /> <br />44 <br />