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,. _ _..n I i I I -.1 - IL—W l --- II . -I I u I L ! .. 1 1 I - - I - -' ` -- ---- - <br />TO M. <br />PACK FOP <br />CONN�C110N <br />16 <br />21 `0[ <br />MCAL 7' 5�OACK <br />ANP 5FACIN6 <br />5HN6L� r"'.00F <br />P"'MI <br />GARAGE RIGHT <br />—1 2.5 <br />12 <br />Faked end Mark <br />2'STICK24 oc MAX �ER <br />IN LINE WM4 JACKS <br />DROPPED FLAT TOPS <br />OF HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />TRUSSES AFTER DROP e 1 1/2' <br />16d GUN NAILS <br />SIMPSON CONNECTORS <br />TRUSS <br />TYPE <br />JOINT <br />LOCATION <br />UPLIFT <br />LBS <br />CONNECT— <br />TION <br />QTY. <br />CONN. <br />CAPACITY <br />FASTENERS** <br />PER CONN. <br />A11 G <br />LEFT <br />2520 <br />MGT <br />1 <br />4200 <br />22-1 Od & 5/8 of ATR W 5" EMBED & SIMPSON SET EPDXY <br />RIGHT <br />2520 <br />MGT <br />1 <br />4200 <br />22-1Od & 5 8 ATR W 5n EMBED & SIMPSON SET EPDXY <br />B6G <br />LEFT <br />1280 <br />MTS18 <br />2 <br />1720 <br />28-10d x 3 ff <br />RIGHT <br />1280 <br />LPTA <br />1 <br />1535 <br />15-10d x 1 112" <br />C1 G <br />LEFT <br />773 <br />LPTA <br />1 <br />1535 <br />15-10d x 1 1 Z2" <br />RIGHT <br />1129 <br />MTS18 <br />2 <br />1720 <br />—1 d x " <br />D1 G <br />FRONT <br />1000 <br />LPTA <br />1 <br />1535 <br />15-10d x 1 1 2 <br />REAR <br />1000 <br />HUS26-2 <br />1 <br />1235 <br />8-16d <br />743 <br />MTS18 <br />NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE USP LPTA OR EQUAL FOR MASONARY SIMPSON HC10 FOR FRAME: HUS26 FOR <br />MASONRY; SIMPSON MTS18 FOR FRAME; & HUS26 FOR HUNG TRUSSES ON GIRDERS UNLESS OTHER WISE NOTED <br />THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. <br />MASONRY <br />LPTA <br />1 <br />1535 <br />15-10d X 1 1 2 <br />TIMBER <br />HC10 <br />1 <br />990 <br />16-8d X 1 1 2 <br />HUNG <br />HUS26 <br />1 <br />1286 <br />20-10d X 3 <br />USP LUMBER CONNECTORS, HUGHES, SEMCO <br />* Double connectors to be placed diagonally to each other. <br />** Do not drive nails through the truss plate on the opposite side of the truss which could <br />force the plate off the truss. <br />*** Mounted vertically <br />40' -0" <br />I41_011 2� g <br />' 11-011 2'-011 z_011 i7-011 11 <br />011 <br />PLT. HT. ® 12'-8 1 1 /16" <br />ROOF FRAWNG PLAN qvcqv <br />LATEST DATE <br />IN PROCESS <br />REVISION DATE <br />DESCRIPTION <br />08/27/03 <br />07/20/04 <br />E.W.O. #1371 <br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE <br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE <br />STANDARD BUILDING CODE, SECTION 1606 FOR 110 MPH WIND <br />ZONE (1997 EDITION). <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE <br />DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS <br />DRAWING ONLY. <br />0 <br />�m <br />avis <br />PAX <br />108 ARllM N AYE EAST, OIDW FL 81871 <br />avis <br />PAX <br />108 ARllM N AYE EAST, OIDW FL 81871 <br />C4 <br />r� <br />O 0- <br />U <br />w <br />{ z <br />_ <br />m� 9 <br />0o <br />v <br />Cq <br />Z U <br />` <br />(0 <br />4� <br />O� <br />U <br />ZL <br />O <br />LL: <br />6 <br />U; <br />W <br />L: <br />6 <br />P <br />Q <br />W <br />m <br />0 <br />M <br />It <br />to <br />J <br />N <br />U <br />J <br />} <br />U <br />_I <br />W <br />W <br />W <br />t <br />4 <br />:30 <br />° <br />Q <br />DATE <br />RELEASE DATE <br />SCALE : <br />AS NOTED <br />DRAWN BY: <br />MT <br />AUTOCAD FILE NAME <br />1991 <br />ENGINEER OF RECORD <br />DANSCO <br />ENGINEERING, P.A. <br />SHEET DESCRIPTION : <br />FLOOR TRUSS <br />LAYOUT •B' <br />E C__ D <br />m � <br />