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ENGINEERED WOOD TRUSSE <br />PLYWOOD SHEATHING, SEE <br />0 24" O/C, SUBMIT SHOP <br />"ROOFNVALUFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A{t) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 i' NAILS TO TRUSS <br />PLYWOOD SHEATHING, SEE <br />(1) SIMPSON HETA16 <br /># 1100 UPLIFT SIMPSON <br />HTSM20 W/10 10d TO <br />e{2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />ROOfNVALl1FLOOR <br />TRUSS ANCHOR WITH <br />NOTE: APT SYP #2 2' x 4, <br />TRUSS AND (4)1/4" x 2 1/4" <br />(12) 16d x 1 �' NAILS TO TRUSS <br />SHEATHING <br />(9) 10d x 1 �' NAILS TO <br />6", 8" x 4'-U' MAY BE ADDED <br />TITEN 2 ANCHORS TO <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />FASTENER SCHEDULE" <br />GIRDER. PROVIDE 5" <br />W/ 10d NAILS, 2 ROWS, 3" <br />CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />C{i) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />NOTE: A PT SYP #2 2" x 4", <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) SIMPSON <br />(16) 10d x 3 }" NAILS TO GIRDER AND <br />6'. 8" x 4'-0" MAY BE ADDED <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON PRE-ENG TRUSS <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />W/ 10d NAILS, 2 ROWS, Y <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />1441 N. RONALD REAGAN BLVD. <br />WITH (12)16d x 3" NAILS TO GIRDER <br />O/C TO FACILITATE ONE <br />CONNECTOR <br />BLOCK WALL W/10 10d TO <br />LONGWOOD, FL 32760 <br />ADDITIONAL PLY MAX. TO <br />A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />TRUSS AND (4)1/4" x 2 1/4" <br />TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />2x WOOD FASCIA <br />ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />WITH (4) t' x 5" TITEN HD TO CMU AND (12) BOB <br />CONT POURED LINTEL <br />www.abdesigngroup.com <br />SEE ARCHITECTURAL <br />SE <br />2x SECURED W/ (3) t6d <br />d' x 2" TO GIRDER <br />AA #: 0003326 <br />GALV. COMMON NAILS. <br />ENGINEERED WOOD <br />e{1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />lx2 SECURED W/ 10d TRUSSES C 24" O/C, (2) }'x 5" TITEN HD TO CMU AND (18) SOS }" x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SE 2x WOOD FASCIA <br />12' O/C FOR REVIEW SEE ARCHITECTURAL 3" TO GIRDER <br />2x SECURED W/ (3) 16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL GALV. COMMON NAILS. (2) }'x 57ITEN HD TO CMU AND (18) SDS }" x 3" <br />lx2 SECURED W/10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. <br />8 ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2' APART <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8865 LBS (2 PLY MIN.) REPAIR OF MULTIPLE <br />1a 1b 1c TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR <br />GIRDER CONNECTOR(S) SCALE 3/4""°' 2a 2b 2c TYPICAL ROOF 3 SCALE:34"=1'-0" <br />GIRDER CONNECTOR(S) SCALE 34"=1'-0" <br />314" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />LSTA12 20 GAUGE BRACE W/ (3) 12d ® EA TRUSSES WHERE <br />TRUSS(DIAG BRACE TO <br />W <br />�0 <br />o <br />a <br />a <br />o <br />P L N <br />- <br />W/ 10dz1/2 HOG NAILS <br />W EACH END. TOTAL OF 10 <br />FLOOR <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-(Y" (1) "X" BRACE SEAMS) <br />30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE <br />GIRDER <br />6a MAX WlX4 <br />(1) "X" BRACE CENTER TO BILK W/ 1/Y' DIA. <br />OR lU' ' MAX (W/2X4) <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" <br />* <br />FROM CENTER TO END. WASHER SET IN HIGH <br />PE ELEVATION <br />lx4 DIAGONAL <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL MIN. EMBED, AT 32' OC <br />MAX' <br />IA <br />W <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 218 <br />F" <br />518" GYPSUM BOARD OR 1/2" HIGH <br />STRENGTH CLG. BOARD <br />BRACING, SEE <br />PLAN FOR LOCATION <br />u u MAY NOT BE <br />P,T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PER O.C. MAX <br />Q <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />a REQUIRED <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />16d TOENAILS <br />- <br />t EACH TRUSS <br />TO BE INSTALLED <br />T E I S <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" A.B. WITH <br />BTM. CHORD OF <br />10'-0" O.C. MAX. <br />MIN. 7" EMBEDMENT <br />WOOD ROOF TRUSSES <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />TO SLAB 8 (18)16d x <br />2-12" NAILS TO POST., <br />POST TO ITDIRECTLY <br />P7 Z <br />SEE SCHEDULE FOR <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BOND BEAM REQ. <br />BTM, PLATE TO P <br />PROVIDE DBL TOP PLATE <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL PROVIDE BLOCKING <br />12' O/C STAGGERED. <br />ADDITIONAL METAL 12" GYP. WL. SO. <br />° <br />Via• 1..° < <br />1x4 BTM. CHORD BRACING 94" 0/C END WALL OR OTHER <br />CONNECTORS NOT <br />• <br />MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />MAXSECURED <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />• f ;• . 4. <br />10'-0" O/C W/ (2) 10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. <br />gTM. CHORD BRACING <br />WALL W/ GABLE END <br />O• <br />c <br />V <br />&BLOCK <br />GIRDER/WOOD POST CONNECTIONS <br />SCALE: 3l4"=1'-0" <br />SCALE: 3/4"=T-0" <br />PRE-ENG D TRUSS <br />- <br />5 <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />-F <br />BDA`E 14'1=10.. (NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH I/4'D <br />P HOLE EDGE >5re" <br />HOLE DIAMETER <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />9tmDm & TAT. <br />ABBOTT PARK <br />LOT #16 BLK. #12 <br />PHASE: 4C <br />PROJECT# <br />04181.04C-16121 <br />HODE14 <br />4EBB <br />"1828—CALI" <br />GARAGE SIRIJG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br /><2/5 D SGL. STUD <br />OUTER 1/3 OF <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN ONLY <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />HOLE EDGE >5/8" <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 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 />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE01 <br />A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2rA.7 <br />SUBJECT TO Fl AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE <3/5'D DBL. STUD <br />AR NO W71 <br />DA•. 2/04/22 <br />STUD NOTCHING <br />AND BORING LIMITS <br />ALTERNATE MATERIALS <br />11 scALE:3a"=1'-0" <br />sCATLZ: 1/4"=V-0" <br />8*1m= <br />� SCALE i 1YY'=1'-0" <br />i <br />L S3.1A <br />