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A{1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 z' NAILS TO TRUSS <br />B42) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 }'NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C-(i) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d. 3 }" NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12)16d x 3 �' NAILS TO GIRDER <br />1x2, a WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. <br />1X2 SECURED WI 10d <br />GALV. COMMON NAILS <br />12' O/C <br />MASONRY BONOBEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFANALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE. APT SYP #22"x4", <br />6", 8" x 4-0" MAY BE ADDED <br />W/ 10d 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 @ 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 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 />la lb lc TYPICAL TRUSS/ <br />GIRDER CONNECTOR(S) scALE:3M''=r-a' <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />51&' GYPSUM BOARD OR 1/2' HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE W (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />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 />"ROOF/WALUFLGOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 Z' x 4", <br />6", 8" x 4'-0" 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—A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) p3' x 5" TITEN HD TO CMU AND (12) SOS <br />J' x 2j" TO GIRDER <br />13j1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) �' x 5" TITEN HD TO CMU AND (18) SDS J' x <br />1x2, 2X WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />(2) �' x 5'TITEN HD TO CMU AND (18) BIDS }'x 3" <br />1x2 SECURED W/ 10d MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />SEE SCHEDULE <br />ENSURE THAT CELLS ARE GROUTED <br />12" O/C <br />SOLID, 8" 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 />2a 2b 2c TYPICAL ROOF <br />GIRDER CONNECTOR(S) -CAL :3/4"='-0" <br />LSTA1220 GAUGE <br />W/ 10c)(12 HOG NAILS <br />EACH END. TOTAL OF 10 <br />FLOOR <br />GIRDER <br />1TT4 W/ 5/8" A.B. WITH <br />AIN. T' EMBEDMENT <br />2X4 OR 2x6 WOOD BEARING <br />TO SLAB & (18) 16d x <br />2-12" NAILS TO POST., <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO SIT DIRECTLY <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />PROVIDE BLOCKING <br />12' O/C STAGGERED. <br />ADDITIONAL METAL <br />1/Z' GYP. WL. BD. <br />•°°,� <br />CONNECTORS NOT <br />. , �. .#, °, <br />REQUIRED WHEN NO <br />a <br />UPLIFT IS PRESENTI Li <br />`° <br />GIRDER/WOOD POST CONNECTIONS <br />,FLOOR TRUSS CONNECTION @ L.B.W. <br />SCALE 314"=1'-U' (NO UPLIFT) <br />NOTCH DEPTH 1/4•D <br />GE >5/e" <br />HOLEMETER <br />L. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />N <br />HOLE EDGE >5/8" <br />BHOLE <br />DIAMETER <br />P<3/5•D DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE 1 12'=1'-0' <br />8'-0" MAX (W/i X4) <br />^ OR 10'O" MAX (Wl1X4) <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 W/10 10d TO <br />TRUSS AND (4)1/4" x 2 1/4" <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/10 10d TO <br />TRUSS AND (4)114" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TITEN 2 ANCHORS MIN. <br />Z' COVER & Z' APART <br />REPAIR OF MULTIPLE <br />3 MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4"=1'-0" <br />1x4 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 />1x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER <br />MAX., OR 2X4 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 />V SCALE: 3l4"=1'-0" <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3)12d 0 EA - <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30'-0' (1)'X" BRACE <br />30'-1" TO 60'-0 (3) "X" BRACE <br />(1) "X" BRACE @ CENTER <br />(2) ")CBRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA, - <br />SEE ARCHITECTURAL <br />PRE-ENG GABLE TRUSS —� <br />STIFFBACK (AS PER <br />TRUSS ENG) <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 W11/7' DIA, <br />ANCHOR BOLT W/ 2" <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6" <br />MIN. EMBED. AT 3Z' OC <br />MAX. <br />SECURE GABLE TO 218 <br />P.T. PLATE W/ 12d's 8" <br />O.C. MAX <br />CONT. 2x4 SECURED W/ <br />(2) 10d. 0 EACH TRUSS <br />TO BE INSTALLED C <br />10'-0" O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG TTRUSS SCALE:34"=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 FI AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.a hdesigngrou p.com <br />AA #: 0003325 <br />ABBOTT PARK <br />LOT #18 BLK. #12 <br />PHASE: 4C <br />PROJECTµ <br />04181.04C-18121 <br />MODE14 <br />4EBB <br />"1828—CALI" <br />GARAGE BWMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH E . C <br />IS3. <br />ATE, 2/04/22 <br />CALE: 1/4"=1'-0" <br />HEET <br />1A <br />