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A-(7) SIMPSON HETA16 TRUSS ANCHOR WATH <br />I% 10d x 1 J" NAILS TO TRUSS <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR MATH <br />(12)16d x 1 }" NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 1 Od x 3 a NAILS TO GIRDER AND <br />(2)SIMPSON HETAI6 TRUSS ANCHORS <br />WITH (12) 18d x 3 ? NAILS TO ORDER <br />1.2. 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W7 (3) 16d <br />GALV. COMMON NAILS. <br />Ix2 SECURED WN 10d <br />GALV. COMMON NAILS / <br />12" O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING SEE <br />"ROOF/WALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP #27.4", <br />6", 8" x 4'-0" MAY BE ADDED <br />W/ 1 Od NAILS, 2 ROWS, X <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX TO <br />ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED WOOD <br />TRUSSES 0 24" OIC, <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, L1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />TYPICAL TRUSS/ <br />1a 1b 1c GIRDER CONNECTOR(S) <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />12" O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORSNOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />518" GYPSUM BOARD OR 12' HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE W (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />ENGINEERED WOOD TRL <br />0 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSONHETA16 — <br />TRUSS ANCHOR WITH <br />(9)106x 1 }" NAILS TO <br />GIRDER. PROVIDE S' <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />Ix2, 2x WOOD FASCIA J <br />SEE ARCHITECTURAL <br />2. SECURED WP(3)16d <br />GALV. COMMON NAILS. <br />1.2 SECURED V010d <br />MASONRY BOND <br />GALV, COMMON NAILS <br />BEAM <br />12, O/C <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALLIFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP #22'x 4", <br />6", 8" x 4'-0" MAY BE ADDED <br />W/ 1Od NAILS, 2 ROW$ 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX TO <br />ACCOMMODATE ORDER <br />TIEDOWN REQUIREMENTS. <br />A{1) SIMPSON LGT3-SDSZ5 GIRDER TIEXM N <br />WITH (4) e x S"TITEN HD TO CMU AND (12) SDS <br />j" x 2 � TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDCVM WITH <br />(2) i x 5" TITEN HD TO CMU AND (18) SDS i x <br />3" TO GIRDER <br />C-(2) SIMPSON FGTR GIRDER TIEDOVMS WITH <br />(2)� x5"TITENHDTOCMUAND(18)SDS Yx3" <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />ENSURE THAT CELLS ARE GROUTED <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) <br />LSTA12 20 GAUGE <br />W/ 10dx12 HOG NAILS <br />EACH ENO. TOTAL OF 10 <br />FLOOR <br />GIRDER <br />1TT4 W/5/6'A.B. WRH <br />AIN. 7" EMBEDMENT 0 <br />I R/ TO SLAB & (18) tfid x <br />2x4 OR 2x6 WOOD BEARING 2-117 NAILS TO POST, <br />WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY <br />PLANS FOR SPACING. SINGLE ON SLAB <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />12" GYP. WL BD. <br />5 GIRDER/WOOD POST CONNECTIONS <br />scALE: as=1'-m <br />4 FLOOR TRUSS CONNECTION @ L.B.W. <br />SQALE:34„=' (NO UPLIFT) <br />NOTCH DEPTH 1/4>S <br />•D <br />OLE EDGE ',III <br />OLE DIAMETER <br />< 2/5'0 SGI. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />HOLE EDGE>5/6' <br />BTM. HOLE DIAMETER <br />PLATE < 3Ai'D OBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 7 1/2=1'-0' <br />C-0" MAX (W/1X4) <br />OR is-O• MAX"04) <br /># 1100 UPLIFT SIMPSON - <br />HTSM20 W/1010d TO <br />TRUSS AND (4) 1W x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br /># 1900 UPLIFT (2) SIMPSON <br />HTSM20 INSTALLEDON <br />OPPOSITE FACES OF <br />BLOCK WALL W/1010d TO <br />TRUSS AND (4) 1/4" x 2 114" <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 & TAPART <br />REPAIR OF MULTIPLE <br />3 MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4"=1'-0' <br />)IAGONAL <br />CHORD <br />CING, SEE <br />V FOR LOCATION <br />NOT BE <br />UIRED <br />CHORD OF <br />'D ROOF TRUSSES <br />ix4 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 />6 SCALE: 3/4"=1'-0'• <br />(2) 2X4 No.2 SYP DIAL - <br />BRACE W/ (3) 12d @ EA. <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30'-0" (1) "X" BRACE <br />30'-7" TO 60'-0 (3) "X" BRACE <br />(1) "X" BRACE @ 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 (ASPER <br />TRUSS ENG) <br />SEE SCHEDULE FOR <br />BOND BEAM REO <br />2.4 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 BLK W/ 12" DIA <br />ANCHOR BOLT W92' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6" <br />MIN. EMBED. AT 32" OC <br />MAX <br />SECURE GABLE TOW <br />P.T. PLATE W/ 12d's 9" <br />O.C. MAX <br />CONT. 2x4 SECURED W/ <br />(2) 1Od's @ EACH TRUSS <br />TO BE INSTALLED <br />10'-O" O.C. MAX <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE: 3/4"=I'-n <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 (FI 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 H1 OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WAND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=1'-0' <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />w Jmbd••i8ngoup.c <br />AA #: 0003325 <br />LC <br />o <br />37 <br />N <br />r�r <br />II <br />p <br />A <br />aummxv. ae LOT: <br />ABBOTT PARK <br />LOT #19 <br />BLK #8 <br />PHASE #2A <br />Pnon=T# <br />04181.0 0-19082 <br />MODEL <br />4EBB <br />"1828-CALI" <br />GARAGE STIMO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />L u <br />r12/07/21: 1/4"=1'-0"3.1A <br />