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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 1Od x 1 t' NAILS TO TRUSS <br />BH2) 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 />C41) 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 />lx2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12' D/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SIP #22"x4% <br />W, 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 0 24" O/C, <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, L:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />TYPICAL TRUSS/ <br />I 11 1`' GIRDER CONNECTOR(S) SCALE 3/4"=1'-0 <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/ SIP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />88iE8 <br />BACKB48LOCK <br />THCW= <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 />3/4" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG (JOIST <br />5/8" GYPSUM BOARD OR 12" HIGH <br />STRENGTH CLG. BOARD <br />PROVIDE BLOCKING <br />12" GYP. WL. BD. <br />SECURE ST. PLATE TO <br />SLAB W110d MASONRY NAIL <br />12" O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT, <br />(-JOIST CONNECTION @ L.B.W. <br />4 SCALE: 3l4"=T- <br />(NO UPLIFT) <br />OUTER 1/3 OF <br />SPAN ONLY <br />PLATE <br />DEPTH 1/4°D <br />—HOLE EDGE >5/8" <br />—HOLE DIAMETER <br /><215°0 SGL. STUD <br />HOLE EDGE >5/6' <br />HOLE DIAMETER <br />< 3/5'D DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 6DALE: , ,/2•=,'-01 1l2'=1'-0 <br />ENGINEERED WOOD TRU <br />0 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 />2x WOOD FASCIA <br />SE <br />SEE ARCHITECTURAL <br />" <br />pR <br />2x SECURED W/ (3)16d <br />1Z <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ 10d <br />MASONRY BOND <br />GALV, COMMON NAILS <br />BEAM <br />12' O/C <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFNJALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SIP #2 2" x 4 <br />IT', W 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 />A{7) SIMPSON LGT3SDS2S GIRDER TIEDOWN <br />WITH (4) p3' x 5" TITEN HD TO CMU AND (12) SDS <br />} x 2 �' TO GIRDER <br />B-(,) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2)}''x5"TITEN HD TO CMU AND (18) SOS j'x <br />3" TO GIRDER <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />(2) J' x 5"TITEN HD TO CMU AND (18) BIDS J' x 3' <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />ENSURE THAT CELLS ARE GROUTED <br />SOLID, W 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 = 6885 LBS (2 PLY MIN.) <br />TYPICAL ROOF <br />2a 2b 2c GIRDER CONNECTOR(S) SCALP, <br />3/4.=1`°' <br />SEPoES <br />Boo BLOCK <br />TH 00S <br />4500 <br />3/4" WOOD PANELS <br />8000 <br />(2) 72" WOOD PANELS <br />60 <br />(2)12" WOOD PANELS <br />90 <br />2z LUMBER <br />LSTA7220 GAUGE <br />W/ 1Ddx12 HDG COMMON NAILS. <br />C EACH END TOTAL OF 10 <br />LVL/IJOIST WITH <br />BACKER BLOCK <br />LAI <br />HTT4 W/ 5/6' A.B. WITH <br />MIN. 7' EMBEDMENT <br />TO SLAB & (16) 16d z <br />2-12" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />LVLIWOOD POST CONNECTIONS <br />5 <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) 1. GALV. COMMON NAILS TO HEADER FL#17241 <br />B_ <br />SIMPSON IUS2.37116 G < 1400 LBS, U < 70 LBS W/ (2) 314'" 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) 1Gdxl-12" GALV, NAILS TO JOIST <br />FL#17241 <br />D - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/ 18) 3/4"° WEDGE-BOLT/J-BOLT, 5' <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) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-12" GALV, NAILS TO JOIST <br />FLO17241 <br />WOOD LEDGER <br />ATTACHMENT DETAIL <br />9 SCALE: 3/4"=1'-0 <br />4-0" MAX (W IX4) <br />OR 10-0" MAX (W=4) <br />MAX.VOR 2z4 BTM. CHORD BRACING <br />10'-T O/C MAXSECURED W/ (2) 10d <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TIP. <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 W/10 10d TO <br />TRUSS AND (4)1/4" x 2 114' <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br /># 19DO 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 />T COVER 8 T APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 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 />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"X12 <br />T <br />20 MAX. L 24" MAX. W 8' MAX. END <br />SYP. P.T. <br />EATHI t <br />71.1pluTPAGNGFRONTSEE <br />FRAMING PL <br />M. TYP * <br />LEDGER <br />s e <br />END OF <br />LEDGER <br />6 <br />''IIrr <br />B� <br />e <br />BOARD <br />z <br />(2) 2X12 SIP P.T. (2) 3/4" EXP. BOLT <br />LEDGER BOARD TO J-BOLT OR TITEN BOLTS <br />REAR <br />BE USED PERPENDICULAR W/ T WASHER 8 5 12" <br />LEDGER <br />WITH WOIST MIN. EMBED. (TYP) <br />PARALLEL TO I -JOIST <br />(2) 2X8 <br />R <br />24" MAX. W/ 24I MAX. W/ <br />8" MAX. END <br />SYP. P.T. <br />jy <br />SHEAT ING <br />SEE FRAMING PLAN <br />(JOIST I.IDIST <br />SPACING <br />FRONT <br />LEDGER <br />TIP. <br />TYP <br />w <br />ENDOF <br />LEDGER <br />w Yy <br />m <br />° ° <br />BOARD <br />{� <br />D <br />d <br />2X8 SIPP.T. <br />1/4'X6' TAPCON <br />ty <br />m <br />LEDGER BOARD TO <br />W/ 3" MIN. EMBED <br />REAR <br />BE USED PARALLEL <br />TYPICAL <br />LEDGER <br />TO I -JOIST <br />1. ENSURE THAT EXP, BOLTS/J-BOLTS?ITENS ARE PLACED INTO GROUTED CELLS, 6' ALL AROUND BOLT. <br />2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF <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 />I SIZE <br />IBOLTSIZE <br />MW.EWDISTANCE <br />CETITRAL SPACING <br />A <br />DOUBLE SIP 2x8 <br />1 1/4" <br />1 8" <br />24" O/C MAX. <br />B <br />DOUBLE SIP 2.12 <br />1 (2) 3/4" <br />1 6' <br />24" O/C MAX. <br />A. FASTENERS FOR PARALLEL LEDGER SHALL BE 114" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. <br />B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10" EXP. BOLT/J-BOLT/?ITEN BOLTS <br />W/ 5-12" MINIMUM EMBEDMENT <br />C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS <br />WOOD LEDGER DETAIL (I -JOIST) <br />1 O SCALE: 3/4"=V-0" <br />(2) 2X4 No.2 SIP DIAG. — <br />BRACE W/ (3) 12d 0 EA. <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30'4" (1) "X" BRACE <br />30'-1" TO 60'-0 (3) "X" BRACE <br />(1) "X" BRACE 0 CENTER <br />(2) "X" BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA SEE ARCHITECTURAL <br />PRE-ENG GABLE TRUSS —� <br />STIFFBACK (ASPER—� <br />TRUSS PING) <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />2X4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'-U' O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x PT. PLATE <br />TO BLK W/ 12" DIA. <br />ANCHOR BOLT W/ 7' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6' <br />MIN. EMBED. AT 3Z' OC <br />MAX. <br />SECURE GABLE TO 26 <br />P.T. PLATE W/ 12d's T <br />O.C. MAX <br />CONT. 2x4 SECURED W/ <br />(2) 10d'S ® EACH TRUSS <br />TO BE INSTALLED 0 <br />10'-0" O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />7 PRE-ENG'D TRUSS SCALE: 3/4"=T-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"=T-9' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />ww W.a bdesigngroup.com <br />AA #: 0003325 <br />4 <br />rc <br />W <br />4p <br />u <br />2 <br />e <br />N <br />C <br />Q <br />¢ <br />4 <br />IC <br />Q <br />�QCq <br />A YT *PA <br />LOT #13 <br />BLK #13 <br />PHASE jL413 <br />PitoizcT# <br />04181.04B-13131 <br />�[ODEIt <br />E401 <br />"2828—ENSLEY" <br />GARAGE awsrrG: <br />LEFT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 MPH EXP. C <br />PRINT 02 07 22 <br />DATE: <br />SCALE: 1/4"=1'- 0" <br />SHEET <br />s3.1A <br />.10 <br />