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41) SIMPSON HETA16- <br />(9) 10d x 1 �' NAILS TO <br />42) SIMPSON HETA161 <br />(12) 16d x 1,? NAILS T( <br />DBL STRAP, 1 EACH SI <br />OVER TRUSS (NOT SH <br />41) SIMPSON LGT2 GII <br />(16) 10d x 3 J' NAILS T <br />(2) SIMPSON HETA16 <br />WITH (12) 16d x 3 }' N/ <br />?, 2x WOOD FASCIA <br />E ARCHITECTURAL <br />SECURED W/(3)16d <br />LV. COMMON NAILS. <br />1 SECURED W/ 10d <br />,LV. COMMON NAILS <br />' O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APTSYP#22'x4", <br />6 % 8" x 4'-0" MAY BE ADDED <br />W/ 1 Od NAILS, 2 ROWS, 3' <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED WOOD <br />TRUSSES 0 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 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 />1a 1b 1c TYPICAL TRUSS/ SCALE: 3/4"=1'-0 <br />GIRDER CONNECTOR(S) <br />NOTCH DEPTH 1/4•D <br />HOLE EDGE >5/8" <br />HOLE DIAMETER <br />2/5•D SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />,---HOLE EDGE >5/8" <br />BTM. HOLE DIAMETER <br />PLATE < 3/5•D DBL. STUD <br />STUD NOTCHING <br />OAND BORING LIMITS <br />8 SCALE: 1 1/2'=1'-0" <br />ENGINEERED WOOD TRU <br />0 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA16 <br />TRUSS ANCHOR WITH <br />(9)10d x 1 #' NAILS TO <br />GIRDER. PROVIDE 5" <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP#22'x 4", <br />6", 8" x 4'-U' MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3' <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />L—A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) j" x 5" TITEN HO TO CMU AND (12) SIDS <br />}" x 2 J' TO GIRDER <br />B41) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }" x 5" TITEN HD TO CMU AND (18) SDS }' x <br />lx2, 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W/(3)16d <br />GALV. COMMON NAILS. <br />(2) J' x 5"TITEN HD TO CMU AND (18) SOS J' x 3' <br />tat SECURED W/ 10d MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />ENSURE THAT CELLS ARE GROUTED <br />12" O/C SEE SCHEDULE <br />SOLID, S' EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />TYPICAL ROOF <br />2a 2b 2c GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0 <br />8'-0" MAX IW/1x4) <br />OR 10-0' MAX(W2Xd) <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 W/1010d TO <br />TRUSS AND (4) 1/4"x21/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br /># 1900 UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/1010d TO <br />TRUSS AND (4) 1/4" x 21/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <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 />lx4 DIAGONAL <br />BTM. CHORD <br />BRACING, SEE <br />PLAN FOR LOCATION <br />MAY NOT BE <br />REQUIRED <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />lx4 BTM. CHORD BRACING T-O" O/C ---- SEND WALL OR OTHER <br />MAX., OR 214 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. ^ BTM. CHORD BRACING <br />/ 0 1 <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3) 12d @ EA. <br />TRUSS(DIAG. BRACE TO <br />COVER5TRUSSES) <br />0'-0" TO 30'-0" (1) "X" BRACE <br />30'-1"TO 60'-0 (3)'W BRACE <br />(1) "X" BRACE 0 CENTER <br />(2) "X" BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA, - <br />SEE ARCHITECTURAL <br />PRE-ENG GABLE TRUSS —� <br />STIFFBACK (AS PER <br />TRUSSENG) <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'-0" O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x PT. PLATE <br />TO BILK W/ 10 DIA. <br />ANCHOR BOLT W/ 2' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY S' <br />MIN. EMBED. AT 32' OC <br />MAX. <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />O.C. MAX <br />CONT. 2x4 SECURED W/ <br />(2) 10d's Q EACH TRUSS <br />TO BE INSTALLED <br />1 U-0" O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE: 3/4"=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 (Ft AND F2) LOAD CAPACITIES <br />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, F1, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Fl AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=T-U* <br />1 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />try <br />� <br />o <br />SLJHDIV. & LOT: <br />ABBOTT PARK <br />LOT# 361 <br />7 <br />PROJECT# <br />04181.000-36071 <br />HODErz <br />3EAB <br />"1504—ALLEX" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MFJi EXP. C <br />D TE 06/14/21 <br />SCALE: 1/4"=1'-0" <br />WHEET <br />S3.1A <br />