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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />Q 24" O/C, SUBMIT SHOP <br />"ROOF/WALL/FLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A41) SIMPSON HETA16 TRUSS ANCHOR WITH <br /># 1100 UPLIFT SIMPSON <br />(9) 10d x 1 k' NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />(1) SIMPSON HETA16 <br />HTSM20 0 10d TO <br />&(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFANALL/FLOOR <br />TRUSS ANCHOR WITH <br />NOTE: APT SYP #2 2" x 4", <br />AND <br />TRUSS AND (4) 1/4" x 2 1/4" <br />(4)1/"x <br />SHEATHING <br />(12) 16tl z 1 J" NAILS TO TRUSS <br />(9) 10d x 1 �" NAILS TO <br />6', 8" x 4'-0" MAY BE ADDED <br />TITEN 2 ANCHORS TO <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND 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{l) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) SIMPSON <br />NOTE: A PT SYP #2 7' x 4", <br />(16) 10d x 3 }" NAILS TO GIRDER AND <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />6", 8" x 4'-0" MAY BE ADDED <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />WITH (12) 16d x 3 }'NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />BLOCK WALL W/10 10d TO <br />ADDITIONAL PLY MAX. TO <br />A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />TRUSS AND (4)1/4" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />lx2ACCOMMODATE TRUSS <br />2x WOOD FASCIA <br />ANCHOR REQUIREMENTS. <br />WITH (4) J" x 5"TITEN HD TO CMU AND (12) SDS <br />CONT POURED LINTEL <br />SE <br />SEE ARCHITECTURAL <br />x 2 �" TO GIRDER <br />2x SECURED W/ <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />S-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />lx2 SECURED W/ 10d TRUSSES (9 24" O/C, <br />lx2, 2x WOOD FASCIA <br />(2) �' x 5" TITEN HD TO CMU AND (18) BIDS J" x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />17' O/C FOR REVIEW <br />2x SECURED W/ (3) 16tl <br />SIMPSON FGTR GIRDER NS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />D (18) S <br />(2) }" x 5'TITEN HD TO CMU AND (18) SDS }'x 3" <br />(2) <br />lx2 SECURED W/ 10tl <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />BEAM ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM <br />17' O/C <br />SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, V770 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U:2365 LBS, L.1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />7COVER 8 2" APART <br />C ALLOWABLE UPLIFT = U:2705 LBS(2 PLY) <br />C ALLOWABLE UPLIFT = 8885 LES(2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b 1c SCALE 3'"""`°' <br />ROOF <br />q <br />GIRDER CONNECTOR(S) <br />Ss(i)GIRDERCONNECTOR(S)TYPICAL <br />SCAL '34"=1'-0" <br />`� <br />SCALE: 3l4"=1'-0' <br />3/4" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />LSTA1220 GAUGE <br />BRACE W/ (3) 12d ® EA. TRUSSES WHERE <br />W/ tOdx12 HDG NAILS <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />®EACH END. TOTAL OF 10 <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />PER ELEVATION <br />0'-0" TO 30'-0" (1) "X" BRACE ) <br />FLOOR <br />30'-l" TO W-03 "X" BRACE <br />() SECURE 2z PT. PLATE <br />GIRDER <br />8'u' MAX (wnX4) <br />(1) "X" BRACE @ CENTER TO BLK W/ 1/T DIA <br />"X" <br />OR 1a-0-MAX (WRX4) <br />(2) BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' <br />* <br />FROM CENTER TO END, WASHER SET IN HIGH <br />P ELEVATIONSTRENGTH <br />2x WOOD FASCIA, EPDXY 6' <br />lx4 DIAGONAL <br />SEE ARCHITECTURAL MIN. EMBED. AT 32" OC <br />PRE-ENG FLOOR TRUSS <br />BTM.CHORD <br />MAX. <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />5/8" GYPSUM BOARD OR 1/7' HIGH <br />BRACING, SEE <br />P.T. PLATE W/ 12d's 9'STRENGTH <br />Cl-G. BOARD <br />rn <br />PLAN FOR LOCATION <br />MAY NOT BE <br />STIFFBACK (AS PER O.C. MAX <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />H H <br />REQUIRED <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />16tl TOENAILS <br />(2) 10d's @ EACH TRUSS <br />TO BE INSTALLED <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" A, B. WITH <br />BTM. CHORD OF <br />10'-0" O.C. MAX. <br />MIN. T' EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB 8(18)RE x <br />2x4 OR 2z6 WOOD BEARING <br />2-1/2" NAILS TO POST., <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO SIT DIRECTLY <br />SEE SCHEDULE FOR <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BOND BEAM RED. <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />°. <br />1/2' GYP. WL. BD. <br />' <br />1.4 BTM. CHORD BRACING 6'-0" O/C <br />END WALL OR OTHER <br />< <br />MAX., OR 2x4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />°a • <br />8 - � ° <br />10'-U.O/C MAXSECURED W/ (2)10d <br />DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. �-� BTM. <br />CHORD BRACING <br />BLOCK WALL W/ GABLE END <br />G <br />v <br />_ <br />GIRDEWWOOD POST CONNECTIONS <br />SCALE:34"=1'-0" <br />SCALE: 3/4"=l'-0" <br />PRE-ENG D TRUSS <br />. <br />5 <br />„ FLOOR TRUSS CONNECTION @ L.B.W. <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />Y SCALE3/4"=1'-0" (NO UPLIFT) <br />NOTCH DEPTH 114*0 <br />HOLE EDGE>5/8" <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <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 />EQUrf IVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES <br />HOLE EDGE >5/8" <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, Fl, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Fl AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE < 3/5•D DBL. STUD <br />STUD NOTCHING <br />11 ALTERNATE MATERIALS <br />AND BORING LIMITS LIMITS <br />SCALE:3/4"=V-0" <br />Il N. RONALD REAGAN 81 <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />V <br />r <br />°4ffihe <br />t <br />4 <br />atmDly. & L/oT <br />ABBOTT PARK <br />LOT #24 <br />BLK. #9 <br />PROJECT# <br />04181,000-24091 <br />MODEZA <br />4EBB <br />"1828-CALI" <br />GARAGE BVrING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />