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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />19) 10d x 1 �' NAILS TO TRUSS <br />842) 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}' 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 />tx2 SECURED W/ tOtl <br />GALV. COMMON NAILS <br />12" O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFNJALIJFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 7' x V. <br />5', 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 @ 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, L1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />TYPICAL TRUSS/ <br />la lb lc SCALE 3/4"=1'-0 <br />GIRDER CONNECTOR(S) <br />89H <br />MC 111p7EMDIMIICK <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2) 1/2" WOOD PANELS <br />60 <br />(2) 12" WOOD PANELS <br />90 <br />2x LUMBER <br />4'� f <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG WOIST <br />5/8" GYPSUM BOARD OR 1/7HIGH <br />STRENGTH CLG. BOARD <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 />PROVIDE BLOCKING <br />1/7 GYP. WL. BD, <br />SEE SHEET SlAA FOR <br />NAIL SIZE AND PATTERN <br />4 I -JOIST CONNECTION L.B.W. <br />sc !_E:3/4"=T-a' (NO UPLIFT) <br />OUTER 1/3( <br />SPAN ONLY <br />BTM.— <br />PLATE <br />DEPTH 1/4'0 <br />—HOLE EDGE >5/8" <br />—HOLE DIAMETER <br /><2/5'D SGL. STUD <br />AND BORING LIMITS <br />8 SCALE: 1 1-=14 <br />EDGE >5/S' <br />HOLE DIAMETER <br /><3/5'D DBL. STUD <br />ENGINEERED WOOD TRL <br />024 O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA16 <br />TRUSS ANCHOR WITH <br />(9) 1 Dd 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 SE " !G� <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16tl <br />GALV. COMMON NAILS. <br />lx2 SECURED W/ 10d MASONRY BOND <br />GALV, COMMON NAILS BEAM <br />17'O/C SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP#2 Z'x 4", <br />6", 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 GIRDER <br />TIEDOWN REQUIREMENTS. <br />A41) 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 />S41) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }' x 5" TITEN HD TO CMU AND 118) SDS }'x <br />T TO GIRDER <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />(2) �' x 5"TITEN HD TO CMU AND (18) SOS *' x 3' <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 SCALE: 3/4"=l'-0" <br />GIRDER CONNECTOR(S) <br />Ilm <br />MG®tmm <br />111C1a®8 <br />4500 <br />3/4" WOOD PANELS <br />8000 <br />(2) 12" WOOD PANELS <br />80 <br />(2) 12" WOOD PANELS <br />90 <br />2x LUMBER <br />LSTA1220 GAUGE <br />W/ lA-ll2 lDG COMMON NAILS. <br />0 EACH END TOTAL OF 10 <br />LVL/IJOIST WITH <br />BACKER BLOCK <br />HTT4 W/ 518" A.B. WITH <br />MIN. T' EMBEDMENT <br />TO SLAB 8 (18)16d x <br />2-1/2" NAILS TO POST., <br />POST TO SR DIRECTLY <br />ON SLAB <br />LVLM/OOD 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)10d GALV. COMMON NAILS TO HEADER FL#17241 <br />B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3A4 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 Wl (4) 341 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 HHUS7.25110 G <4140 LBS, U < 1610 LBS W/ (8) 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'" WEDGE430LT/J-BOLT, 5' MIN, <br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/7' GALV. NAILS TO JOIST <br />FL#17241 <br />WOOD LEDGER <br />ATTACHMENT DETAIL <br />9 SCALE: 3/4"=1'-0' <br />9-0 MAX (W/1X4) <br />OR la-0"MAX (W2X4 <br />MAX.70R 2x4 BTM. CHORD BRACING <br />10'-0" O/C MAXSECURED W/ (2) 1Od <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. <br />BTM. CHORD BRACING <br />6 SCALE: 3/4"=T-0" <br />PERPENDICULAR TO (-JOIST <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 W/1010d TO <br />TRUSS AND (4) 1/4'x 21/4' <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) 1/4"x 21/4" <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 & 2' APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 314"=1'-0" <br />lx4 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 />2) 2Xl2 <br />W/ <br />24" MAXt�4 <br />21 MAX. W/ T MAX. END <br />SYP. P.T. <br />OF SHEATHINGT <br />IJOST SPACING <br />FRONT S,Y <br />SEE FRAMING PLAN <br />P. <br />�,P <br />LEDGER <br />END OF <br />6 <br />m? <br />w <br />LEDGER''II��BOARD <br />- <br />b <br />- _ <br />(2) 2X12 SYP P.T. <br />(2) 3/4" EXP. BOLT <br />LEDGER BOARD TO <br />J-BOLT OR TITEN BOLTS <br />REAR <br />BE USED PERPENDICULAR <br />W/ 2" WASHER 8 512" <br />LEDGER <br />WITH IJOIST <br />MIN. EMBED. (TYP) <br />PARALLEL TO I -JOIST <br />(2) 2X8 <br />24" MAX. W/ 24" MAX. W( <br />8" MAX. END <br />SYP. P.T. <br />S1' <br />SHE HN <br />SEEFRAMING PLAN <br />(JOIST IJDIST <br />SPACING <br />FRONT <br />LEDGER <br />TYP <br />TYP <br />w <br />END OF <br />LEDGER <br />w <br />m <br />e s <br />BOARD <br />G <br />o <br />2X8 SYP P.T. <br />1/4'XS'TAPCON <br />{' <br />m 5 <br />LEDGER BOARD TO <br />W/3" MIN. EMBED <br />REAR <br />BE USED PARALLEL <br />TYPICAL <br />LEDGER ti' <br />TO (JOIST <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT. <br />2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". <br />3. ALL BOLTS TO HAVE WASHERS. <br />4. EXP. BOLTS/J-BOLTS/ (TEN BOLT SHOULD NOT BE ANY CLOSER THAN 5' 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 />ImewmANmIcimirmopAcon <br />A <br />DOUBLE SYP 2X8 <br />1 1/4" <br />1 8" <br />24" O/C MAX. <br />B <br />DOUBLE SYP 202 <br />1 (2) 3/4" <br />1 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 10' EXP. BOLT/J-BOLT/RITEN 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: <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3) l2d 0 EA. <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30'-0" (1) "X" BRACE <br />1" TO 60'-0 (3) "X"BRACE <br />(1)"X" BRACE g 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 />4'4' O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 21, PT. PLATE <br />TO BILK W/ 1/77' DIA. <br />ANCHOR BOLT W/7' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6" <br />MIN. EMBED. AT 32" OC <br />MAX. <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12ds 8" <br />O.C. MAX <br />CONT, 2x4 SECURED W/ <br />(2) 10d. <br />Q EACH TRUSS <br />TO BE INSTALLED <br />10'-0" O.C. MAX. <br />7 BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE 3/4"=l'-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 (Ft 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, Ft, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Fl AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4 T-' <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-77443078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />J <br />M <br />eeij <br />Q <br />j� <br />9 <br />LL <br />. I <br />fA <br />VHDIV. ds LOT:BBOTT PARK <br />LOT #13 <br />BLK #11 <br />PROJECT# <br />04181.000-13111 <br />UODEL <br />E401 <br />"2828—ENSLEY' <br />GARAGE SIVMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 MPH C <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s3.1A <br />