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A-(t) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 f' NAILS TO TRUSS <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 }'NAILS TO TRUSS <br />OBL 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 />lx2, 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 />1T O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFNJALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 7' x 4", <br />6", 8" x 4'-a' 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 1c TYPICAL TRUSS/ SCALE: 3/4"=1'-0" <br />GIRDER CONNECTOR(S) <br />SECURE I -JOIST TO TOP PLATE <br />w/ (2) 12d TOENAILS <br />DOUBLE TOP PLATE <br />2x4 OR 2x6 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 />BERES <br />L#DMBLOCK THI(XNESS <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2) 12" 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 IJOIST <br />5/8" GYPSUM BOARD OR 1/7HIGH <br />STRENGTH CLG. BOARD <br />PROVIDE BLOCKING <br />IQ" GYP. WL. BD. <br />SECURE BT. PLATE TO <br />SLAB W110d MASONRY NAIL <br />17O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />I -JOIST CONNECTION L.B.W. <br />4 SCALE: 3/4"=1'-0" <br />(NO UPLIFT) <br />DEPTH 1/4`0 <br />—HOLE EDGE >55" <br />—HOLE DIAMETER <br />2/5'D SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />EDGE >5/8" <br />\-0 DIAMTER <br />PLATE \� III I <3/5ED DBLESTUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 12'=1'-a' <br />ENGINEERED WOOD TRL <br />0 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 />E, 2x WOOD FAS �' <br />SCIA <br />ARCHITECTURAL <br />NJSEE <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />bQ SECURED W/ 10d <br />MASONRY BOND <br />GALV. COMMON NAILS <br />BEAM <br />1T O/C <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROORWALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 7' x 4", <br />6 % W x r-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 />A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS <br />J' x 2 �' TO GIRDER <br />841) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }" x 5"TITEN HD TO CMU AND (18) SDS J" x <br />W TO GIRDER <br />C-(2) SIMPSON FGTR GIRDER TIEOOWNS WITH <br />(2) }" x 5'TITEN HO TO CMU AND (18) SDS �' x 3" <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />ENSURE THAT CELLS ARE GROUTED <br />SOLID, 6' 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 />Ss2b(�)GIRDER CONNECTOR(S) SCALE:§4"=1'-0 <br />LSTA12 20 GAUGE <br />W/ 10dxl/2 HOG COMMON NAILS. <br />0 EACH END TOTAL OF 10 <br />SEPu <br />BACKER&= <br />TIBCIBE88 <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2)12" WOOD PANELS <br />60 <br />(2) 12" WOOD PANELS <br />90 <br />2x LUMBER <br />LVUWOIST WITH <br />BACKER BLOCK <br />HTT4 W/ E <br />MIN. T' EA <br />TO SLAB <br />2-12" NAI <br />POSTTO <br />ON SLAB <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 IUS2.37116 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 MIU3.56/16 G < 2900 LBS, U <210 LBS W/ (4) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12" GALV. NAILS TO JOIST <br />FL#17241 <br />D - SIMPSON HHUS7.25/10 G < 4140 LBS, U 11610 LBS W/ (8) 3/4'* WEDGE-BOLT/J-BOLT, S' <br />MIN. EMBED (16)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) 34` WEDGE-BOLT/J-BOLT, -MIN, <br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12" GALV. NAILS TO JOIST <br />FL#17241 <br />WOOD LEDGER <br />ATTACHMENT DETAIL <br />9 SCALE: 3/4"=V-0" <br />6MAX(w/1X4) <br />OR 1a-0' MAX 0N2X4) <br />MAX., -OR 2x4 BTM. CHORD BRACING <br />10'-01' O/C MAXSECURED W/ (2) 10d <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 W/1010d 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)1/4" 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 />2" COVER & 7' APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4„=1'-0" <br />1.4 DIAGONAL <br />STM.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 />BTM. CHORD BRACING <br />6 <br />SCALE: 3/4"=1'-0" <br />PERPENDICULAR TO I -JOIST <br />(2) 2X12 <br />24MAX. W/ 24" MAX. W/ 6" MAX. END <br />SYP. P.T. <br />OF HEA <br />(1 JOIST (JOIST SPACING <br />FRONT <br />SEE FRAMING PLAN <br />TYP. TYP. <br />LEDGER <br />e e <br />END OF <br />LEDGER <br />e <br />BOARD <br />(2)2X12 SYP P.T.— (2)3/4"EXP. 80LT <br />' <br />LEDGER BOARD TO J-BOLT OR TITEN BOLTS <br />REAR <br />BE USED PERPENDICULAR W/ 2" WASHER & 5 12" <br />LEDGER <br />WITH (JOIST MIN. EMBED. (TYP) <br />PARALLEL TO I -JOIST <br />TRUS�ffi <br />24' MAX. W! 2C MAX. Nd <br />S' MAx. END <br />O HING <br />(JOIST (JOIST <br />SPAGNG <br />SEE FRAMING PLAN <br />TYP <br />TYP <br />END OF <br />W <br />LEDGER <br />e e <br />BOARD <br />a <br />2 ;B SYP P.T. <br />1/4"X6" TAPCON <br />LEDGER BOARD TO <br />W/ 3" MIN. EMBED <br />BE USED PARALLEL <br />TYPICAL <br />TO I -JOIST <br />(2) 2X8 <br />SYP. P.T. <br />FRONT4�6� <br />LEDGER <br />g <br />L <br />1. ENSURE THAT EXP. BOLTS/J-BOLTSRITENS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. <br />2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-01'. <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 />IBOLTSIZE <br />1119N. END WTANCEI <br />COMA(. SPACING <br />A <br />DOUBLE SYP 2x8 <br />1 1l4" <br />1 8" <br />24" O/C MAX. <br />B <br />DOUBLE SYP 202 <br />1 (2) 314" <br />1 e" <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 10" EXP. BOLT/J-BOLT/TITEN BOLTS <br />W/ 5-1/2" MINIMUM EMBEDMENT <br />C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS <br />10 WOOD LEDGER DETAIL (I -JOIST) <br />SCALE: 3/4"=V-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"T030'W (1)"BRACE }} <br />30'-1" TO 60''-0 (3) "" 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 (AS PER <br />TRUSSENG) <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'-a' O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x PT. PLATE <br />TO BLK W/ 1/7' DIA. <br />ANCHOR BOLT W/ 2" <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6" <br />MIN, EMBED, AT 37OC <br />MAX. <br />SECURE GABLE TO 26 <br />P.T. PLATE W/ 12d's 8" <br />O.C. MAX <br />CONT. 2x4 SECURED W/ <br />(2) 10d's C EACH TRUSS <br />TO BE INSTALLED <br />10'-0" O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />PRE-ENGD TRUSS SCALE 34"=i'-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, F1, 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'-a' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407-77443078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />L AA N: 0003325 <br />04 <br />04 <br />N <br />x <br />a <br />a <br />p <br />QC <br />Q <br />BVHDIV. AC LOT: <br />ABBOTT PARK <br />LOT #13 <br />BLK #12 <br />PHASE #4C <br />PROJECT# <br />04181.04C-13121 <br />KODZU <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 8WWG: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I -JOIST) <br />160 MPH EXP. C <br />11 <br />DAPS: 02/08/22 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S3.1A <br />