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A{i) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 +' NAILS TO TRUSS <br />13{2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 J' NAILS TO TRUSS <br />DEL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 J' NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12) 16d x 3 }" NAILS TO GIRDER <br />1x2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/(3) 16d <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />17, O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALLJFLOOR <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, X <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATETRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED WOOD <br />TRUSSES @ 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />ANDAPPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (i 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 />SCALE 34"=''-0" <br />am <br />[IG®LaAOf <br />lHp3m D0 <br />4500 <br />3/4" WOOD PANELS <br />60DO <br />(2)1/2" WOOD PANELS <br />60 <br />(2)1/2" WOOD PANELS <br />90 <br />2x LUMBER <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE.ENG (JOIST <br />5/8" GYPSUM BOARD OR 112" HIGH <br />STRENGTH CLG. BOARD <br />SECURE IJOIST TO TOP PLATE <br />w/ (2) 12d TOENAILS <br />DOUBLE TOP PLATE <br />2x4 OR a6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />12" GYP. WL. BD. <br />SEE SHEET S1.1A FOR <br />NAIL SIZE AND PATTERN <br />��I-JOIST CONNECTION @ L.B.W.-JOIST CONNECTION @ L.B.W. <br />(NO UPLIFT) <br />NOTCH DEPTH 1/4'D <br />HOLE EDGE >5/8" <br />HOLE DIAMETER <br />2/5'D SGL. STUD <br />OUTER 1130E <br />SPAN ONLY <br />HOLE EDGE >518" <br />011 <br />BTM. HOLE DIAMETER <br />PLATE < 3/5'D D.E. STUD <br />STUD NOTCHING <br />rL BORING LIMITS <br />SCALE: 1 12'=1'-0" <br />ENGINEERED WOOD TRL <br />@ 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA16 <br />TRUSS ANCHOR WITH <br />(9) 1 Od 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/WALLIFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APTSYP#22'x4", <br />6", 8" x 4'-0" MAY BE ADDED <br />W/ 1Od NAILS, 2 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />—WITH LGT GIRDER TIEDOWN <br />N HD T5 <br />WITH (4) }" x 5" TITEN HD TO CMU AND (12) SIDS <br />(4)i' x " <br />}" x 2 }'TO GIRDER <br />B-(i) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) �' x 5" TITEN HD TO CMU AND (18) BIDS }" 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 />(2) }'x 5"TITEN HD TO CMU AND (18) BIDS }" x 3" <br />GALV. COMMON NAILS. <br />bQ SECURED W/ 10d MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS B�'M <br />ENSURE THAT CELLSARE 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 CONNECTORS) SCALE'34"=1'-0" <br />� <br />!AO®ISDO( <br />4500 <br />3/4" WOn ODD PANELS <br />6000 <br />(2)1/2" WOOD PANELS <br />60 <br />(2)1/2" WOOD PANELS <br />90 <br />2x LUMBER <br />LSTA12 20 GAUGE <br />W/ 10dx1/2 HDG COMMON NAILS. <br />@ EACH END TOTAL OF 10 <br />LVL/IJOIST WITH <br />BACKER BLOCK <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. T' EMBEDMENT <br />TO SLAB 8 (1 B) i6d x <br />2-112" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />e• <br />e <br />LVL/WOOD POST CONNECTIONS <br />5 SCALE: 3/4"=1'-0" <br />A- SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 <br />B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"- WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 <br />C - SIMPSON MIU3.56116 G <2900 LBS, U <210 LBS W/ (4) 3/4"' WEDGE430LT/J-BOLT, 5" MIN. <br />EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-12' GALV. NAILS TO JOIST <br />FL#17241 <br />D - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/ (8) 3/4"` WEDGE-BOLT/J-BOLT, 5" <br />MIN. EMBED (15) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST <br />FL#25749 <br />E-SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W/ (8) 3/4"° WEDGEAOLT/J-BOLT, 5" MIN. <br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) tOdx1-12' GALV. NAILS TO JOIST <br />FL#17241 <br />WOOD LEDGER <br />r„� ATTACHMENT DETAIL <br />SCALE: 3/4"=1'-U' <br />V-V MAX (VW1X4) <br />OR 10'-0• MAXLWRX4) <br />MAX �OR 2x4 BTM. CHORD BRACING <br />10'-D" O/C MAXSECURED W/ (2) 10d <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. <br />BTM. CHORD BRACING <br />V SCALE: 3/4"=1'-0' <br />PERPENDICULAR TO I -JOIST <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 W/10 1Od 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 W11010d TO <br />TRUSS AND (4) 114" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <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 />END WALL OR OTHER <br />END TYPE CONDITION, IF <br />DEPICTED SEE PLAN <br />TRUSS BRG OR BTM <br />OF SHEATHING <br />SEE FRAMING PLAN <br />za• MAx. vM <br />iJOIST-JOIST <br />TYP. <br />z4• MAx. wr S• NVYC END <br />SPACING <br />TYP. <br />END OF <br />f <br />e e <br />LEDGER <br />e <br />BOARD <br />(2) 2X12 SYP P.T. <br />(2) 3/4" EXP. BOLT <br />LEDGER BOARD TO <br />J-BOLT OR TITEN BOLTS <br />BE USED PERPENDICULAR <br />W/2'WASHER & 512' <br />WITH MOIST <br />MIN. EMBED. (TYP) <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TITEN 2 ANCHORS MIN. <br />2" COVER & T' APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4"=1'-0" <br />(2) 2X12 <br />SYP. P.T. <br />FRONT f. <br />LEDGER <br />REAR <br />LEDGER <br />PARALLEL TO I -JOIST <br />(2) 2XB <br />TRUSS BRG. OR BTM. za• MAx.vw za• MAX. uw 8• MAX END SYP. P.T. <br />OF SH H N W01ST (JOIST SPACING FRONT <br />SEE FRAMING PLAN TYP. TYP. LEDGER <br />END D _ <br />w LEDGER Cr <br />d e e BOARD d <br />2XB SYP P.T. 1/4"X6" TAPCON t s <br />LEDGER BOARD TO W/ 3" MIN. EMBED REAR <br />BE USEDPARALLEL TYPICAL LEDGER <br />TO (JOIST <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS,B'ALLAROUND BOLT. <br />2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-U'. <br />3. ALL BOLTS TO HAVE WASHERS. <br />4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6' O/C. <br />5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLTSIZE <br />WLiMMTANM <br />OBIIM WACM <br />A <br />DOUBLE SYP 218 <br />1/4" <br />8" <br />24" O/C MAX. <br />B <br />DOUBLE SYP 2x12 <br />(2) 3/4" <br />8" <br />24" O/C MAX. <br />A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. <br />B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 1W EXP. BOLT/J.BOLT/TITEN BOLTS <br />W/ 5 1/2" MINIMUM EMBEDMENT <br />C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPTAT ENDS <br />WOOD LEDGER DETAIL (I -JOIST) <br />1 V SCALE: 3/4"=1'-0" <br />(2) 2X4 No.2 SYP DLAG. — <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'-1" TO 60'-0 (3) W BRACE <br />(1)"X" BRACE @ CENT ER <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 RED. <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 BLK W/ 12' DIA <br />ANCHOR BOLT W/ 2' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6' <br />MIN. EMBED. AT 32" OC <br />MAX. <br />SECURE GABLE TO 2X0 <br />P.T. PLATE W/ 12d'S 8" <br />O.C. MAX <br />CONT. 2x4 SECURED W/ <br />(2) 1 Od's @ EACH TRUSS <br />TO BE INSTALLED @ <br />10,-0" O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />` PRE-ENG'D TRUSS SCALE: 3/4"=V-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 (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 />A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fi, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=1'-0" <br />-1 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroupxom <br />AA #: 0003325 <br />W <br />6 <br />G <br />o <br />� <br />sW_ <br />W <br />F <br />S <br />c <br />c <br />❑ <br />F <br />SLTSDIV. 8e LOT: <br />ABBOTT <br />PARK <br />LOT #16 <br />BLK #9 <br />PROJECT* <br />04181.000-16091 <br />MODEL" <br />4EHB <br />"2605—HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />60 JMPH <br />