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A-(t) SIMPSON HETA16 TRUSS ANCHOR WITH— <br />PLYWOOD SHEATHING, SEE <br />(9) 1 Od x 1 }" NAILS TO TRUSSkAND <br /># 1100 UPLIFT SIMPSON — <br />B-(2) SIMPSON HETAI6 TRUSS ANCHOR WIT"ROOFMALL/FLOOR <br />HTSM20 W/10 10d TO <br />^' <br />SHEATHING <br />(12)16d x 1 } NAILS TO TRUSSFASTENER <br />TRUSS AND (4)1l4" x 2 1/4" <br />SCHEDULE" <br />DEL STRAP, 1 EACH SIDE WRAPS UP AND <br />TITEN 2 ANCHORS TO <br />OVER TRUSS (NOT SHOWN) <br />CONT POURED LINTEL <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITNOTE: A PT SYP #2 2" x 4", <br /># 1900 UPLIFT (2) <br />(16) 10d x 3 J" NAILS TO GIRDER AND6", 8" x 4'-0" MAY BE ADDED <br />EDONSIMPSON <br />INSTALLED ON <br />(2) SIMPSON HETA16 TRUSS ANCHORSW/ 10d NAILS, 2 ROWS, 3' <br />OPPOSITE <br />OPPOSITE FACES OF <br />WITH (12)16d x 3 J" NAILS TO GIRDERO/C TO FACILITATE ONE <br />BLOCK WALL WNO 10d TO <br />ADDITIONAL PLY MAX. TO <br />1/4 <br />ix2, 2x WOOD FASCIAACCOMMODATE TRUSS <br />TIRTEN 2 ANCHORS TO <br />SEE ARCHITECTURALANCHOR REQUIREMENTS. <br />CONT POURED LINTEL <br />2x SECURED WI (3)16d <br />GALV: COMMON NAILS, WOOD <br />1x2 SECURED W/ 10d 24" O/C, <br />GALV. COMMON NAILS DRAWINGS <br />12" O/C <br />AL <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (i PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />S1ATYPICAL TRUSS/ <br />SS16 1C GIRDER CONNECTOR(S) B AL <br />OUTER 113 ( <br />SPAN ONLY <br />NOTCH DEPTH 1/4'D <br />O <br />HOLE EDGE 15/8" <br />HOLE DIAMETER <br />2/5'D SGL. STUD <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />0 <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />�-- TITEN 2 ANCHORS MIN. <br />2" COVER 8 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=1'-0" <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d Q EA. <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />N-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-W (1) "X" BRACE <br />SEAMS) <br />NY-1" TO 69-0 (3)'%- BRACE <br />SECURE 2.8 PT. PLATE <br />(1)'X" BRACE @ CENTER <br />TO BLK W/ 1l2" DIA. <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ 2" <br />6'-0" MAX (W/1X4) <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />9R 10'-0" MAX (W/2X4) <br />2x WOOD FASCIA, <br />STRENGTH <br />OC <br />SEE ARCHITECTURAL <br />MIN. MBEDEPO� <br />MAX. <br />ixd DIAGONAL <br />PRE -ENO GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />BTM. CHORD <br />BRACING, SEE <br />STIFFBACK (AS PER <br />P.T. PLATE W/ 12d's 8" <br />O.C. MAX <br />PLAN FOR LOCATION <br />TRUSS ENG) <br />CONT. 2x4 SECURED W/ <br />U a <br />MAY NOT BE <br />(2) 10d's @ EACH TRUSS <br />N a <br />REQUIRED <br />TO BE INSTALLED <br />10'-0" O.C. MAX. <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />1x4 BTM. CHORD BRACING 64. O/C <br />END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />COMMON NAILS AT EACH CHORD SECURED W1 (2) 10d <br />DEPICTED SEE PLAN <br />BLOCK WALL W/ GABLE <br />END <br />INTERSECTION TYP. <br />BTM. <br />6 <br />CHORD BRACING <br />PRE-ENG'D TRUSS <br />SCALE: 3/4"=1'-0" <br />SCALE: 314"=1'-0" <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES <br />LE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fi, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO FI AND F2 FORCES. <br />HOLE DIAMETER <br />< 3/5•0 DBL. STUD <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"-V-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH:407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngmup.com <br />AA #: 0003325 <br />Qm <br />q <br />�SIM <br />y <br />q <br />'BUBD:v. ag L0711 <br />ABBOTT PARK <br />LOT #36 <br />BLK. #8 <br />3EKB <br />"1405— KEYSTONE" <br />3AMAGIC 8WING: <br />LEFT <br />DETAILS <br />1 DCAXA: 1/4"=1'-0" 1 <br />S3.1A <br />