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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />@ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 2' NAILS TO TRUSS <br />PLYWOOD SHEATHING, SEE <br />(1) SIMPSON HETA16 <br /># 1100 UPLIFT SIMPSON <br />B- 2 SIMPSON HETA16 TRUSS ANCHOR WITH <br />(} <br />ROOF/WALL/FLOOR <br />SHEATHING <br />TRUSS ANCHOR WITH <br />NOTE: A PT SYP #2 2" x 4", <br />HTSM20 W/10 10d TO <br />(12) 16d x 1 1" NAILS TO TRUSS <br />FASTENER SCHEDULE <br />(9) 10d x 1 2' NAILS TO <br />6", 8" x 4'-0" MAY BE ADDED <br />TRUSS AND (4) 1/4"x 2 1/4" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />GIRDER. PROVIDE 5" <br />W/ 10d NAILS, 2 ROWS, 3" <br />TITEN 2 ANCHORS TO <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />CONT POURED LINTEL <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />NOTE: A PT SYP #2 2" x 4", <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />ADDITIONAL PLY MAX. TO <br />(16) 10d x 3 4" NAILS TO GIRDER AND <br />6", 8" x 4'-0" MAY BE ADDED <br />ACCOMMODATE GIRDER <br /># 1900 UPLIFT (2) SIMPSON <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />W/ 10d NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />WITH (12) 16d x 3 2" NAILS TO GIRDER <br />O/C TO FACILITATE ONE <br />CONNECTOR <br />OPPOSITE FACES OF <br />ADDITIONAL PLY MAX. TO <br />BLOCK WALL W/10 10d TO <br />1x2, 2x WOOD FASCIA <br />ACCOMMODATE TRUSS\,--A-(I) <br />ANCHOR <br />SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4) J" x 5" TITEN HD TO CMU AND (12) SDS <br />TRUSS AND (4) 1/4" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL <br />REQUIREMENTS. <br />4" x 2 2" TO GIRDER <br />CONT POURED LINTEL <br />2x SECURED Wf (3) 16d <br />ZENGINEERED <br />GALV. COMMON NAILS. <br />WOOD <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2 SECURED W/ 10d <br />TRUSSES @ 24" O/C, <br />1x2, 2x WOOD FASCIA <br />(2) 1" x 5" TITEN HD TO CMU AND (18) SIDS I" x <br />GALV. COMMON NAILS <br />SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />12" O/C <br />FOR REVIEW <br />2x SECURED W/ 3 16d <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2)x 57ITEN HD TO CMU AND (18) SIDS T" x 3" <br />1x2 SECURED W/ 10d <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />BEAM ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM <br />12" O/C <br />SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />TITEN 2 ANCHORS MIN. <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />2" COVER & 2" APART <br />TYPICAL <br />TRUSS/ <br />REPAIR <br />OF MULTIPLE <br />1 a 1 b 1 c <br />TYPICAL ROOF <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />GIRDER <br />SCALE: 3/4"=1'-0" <br />CONNECTOR(S) <br />2a 2b 2c <br />SCALE: <br />3 <br />GIRDER CONNECTOR(S) <br />SCALE: 3/4-1-0 <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />(2) 2X4 No.2 SYP DIAL. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d @ EA. TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />7@/EEACH <br />TA12 20 GAUGE <br />PER ELEVATION 10dx1/2 HDG COMMON NAILS. <br />END TOTAL OF 10 <br />SERIES <br />BACKER BLOCK <br />THICKNESS <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2) 1/2" WOOD PANELS <br />60 <br />(2) 1/2" WOOD PANELS <br />90 <br />2x LUMBER <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1) "X" BRACE SEAMS) <br />30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE <br />6'-0" MAX (W/1X4) (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA, <br />OR 10'-0" MAX (W/2X4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2 WOOD FASCIA STRENGTH EPDXY 6" <br />PER ELEVATION. <br />PRE-ENG I -JOIST <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />STRENGTH CLG. BOARD <br />LVL/I-JOIST WITH <br />BACKER BLOCK <br />o <br />-1 <br />C\l(2) <br />�— 1x4 DIAGONAL <br />BTM. CHORD <br />BRACING, SEE <br />PLAN FOR LOCATION <br />MAY NOT BE <br />REQUIRED <br />A <br />SEE ARCHITECTURAL <br />PRE-ENG GABLE TRUSS <br />STIFFBACK (AS PER <br />TRUSS ENG) <br />MIN. EMBED. AT 32" OC <br />MAX. <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />O.C. MAX <br />CONT. 2x4 SECURED W/ <br />10d's @ EACH TRUSS <br />U) <br />: U L <br />Of d >_ <br />SECURE I -JOIST TO TOP PLATE <br />TO BE INSTALLED @ <br />w/ (2) 12d TOENAILS <br />BTM. CHORD OF <br />10'-0" O.C. MAX. <br />WOOD ROOF TRUSSES <br />wn <br />DOUBLE TOP PLATE <br />_ <br />2x4 OR 2x6 WOOD BEARING <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. 7" EMBEDMENT <br />;z7/10'00 <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />TO SLAB & (18) 16d x <br />2-1/2" NAILS TO POST., <br />SERIES <br />BACKER BLOCK <br />THICKNESS <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2) 1/2" WOOD PANELS <br />60 <br />(2) 1/2" WOOD PANELS <br />90 <br />12xLUMBER <br />BTM. PLATE TO BE PT. POST TO SIT DIRECTLY <br />PROVIDE DBL. TOP PLATE ON SLAB <br />PROVIDE BLOCKING 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER SUHDIV. & LOT: <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF AB B O TT <br />1/2" GYP. WL. BD. 10'-0" O/C MAXSECU RED W/ (2) 10d DEPICTED SEE PLAN PARK <br />a ° COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BLOCK WALL W/ GABLE END LOT 38 <br />BTM CHORD BRACING # <br />BLK #9 <br />PROJECT# <br />04181.000-38091 <br />MODEL: <br />3EFB <br />"2447— ROBIE" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />60 MPH EXP. C <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />ti <br />W <br />� <br />� <br />p <br />Lu <br />�7 <br />U <br />0 <br />4 <br />o <br />V <br />} <br />_ <br />w <br />0 <br />Q <br />o <br />4 <br />o <br />%J <br />C <br />coui <br />°L <br />W <br />cl <br />Q <br />EN, <br />M <br />r <br />0 <br />f <br />E <br />V <br />C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. <br />BTM. HOLE DIAMETER EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2" GALV. NAILS TO JOIST <br />PLATE < 3/5*D DBL. STUD 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 (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 />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />END SPACING <br />CENTRAL SPACING <br />A <br />DOUBLE SYP 2x8 <br />1/2" <br />8" MAX. <br />24" O/C MAX. <br />B <br />DOUBLE SYP 2x12 <br />(2) 3/4" <br />8" MAX. <br />24" O/C MAX. <br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-1/2" GALV. NAILS TO JOIST <br />FL#17241 ALTERNATE MATERIALS <br />STUD NOTCHING WOOD LEDGER 11 <br />AND BORING LIMITS ATTACHMENT DETAIL 10 I -JOIST WOOD LEDGER DETAIL SCALE:3/4"=1'-0" <br />SCALE: 1 1/2"=1'-0" 9 SCALE: 3/4"=1'-O" SCALE: 3/4"=1'-O" <br />a° <br />° <br />a a <br />° d . <br />• <br />° <br />I -JOIST CONNECTION @L.B.W. <br />° <br />• 0 ° 0 . ° <br />° a a <br />LVL/WOOD POST CONNECTIONS <br />5 SCALE: 3/4"=V-0" <br />6 <br />SCALE: 3/4 -1 0 <br />"= '- �� <br />PRE-ENG'D TRUSS SCALE: 3/4"=V-0" <br />4 <br />SCALE. 3/4 -1 -0 <br />(NO UPLIFT) <br />., <br />24" MAX. <br />w/ I -JOIST <br />8" END <br />$" MAX <br />SPACING <br />END WIWOIST <br />06 TRUSS BRG. OR BTM. <br />PACIN <br />OFSHEATHING <br />SEE FRAMING PLAN <br />TYP. TYP. <br />YP. <br />END OF <br />MAX MAX MAX <br />LEDGER BD, <br />2,. <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH 1/4*D <br />O <br />1/2" EXP. <br />BOLT/J-BOLT W/ 2" <br />(2) 2X8 SYP P.T. <br />LEDGER BOARD <br />0 EDGE FROM <br />(2) 2X12 SYP P.T. <br />LEDGER BOARD TO <br />3/4" EXP. <br />BOLT/J-BOLT W/ 2" <br />USED SO LONG AS THEY CONFORM TO T H E <br />HOLE EDGE >5/8" <br />WASHER & 5 1/2" <br />TO BE USED <br />1. ENSURE THAT EXP. <br />BE USED WITH I -JOIST <br />WASHER & 5 1/2" <br />r HOLE DIAMETER <br />MIN. EMBED. (TYP) <br />WITH WOIST <br />BOLTS/J-BOLTS ARE PLACED <br />MIN. EMBED. (TYP) <br />FOLLOWING <br />< 2/5*D SGL. STUD <br />INTO GROUTED CELLS, 8" ALL <br />AROUND BOLT. <br />FRONT <br />OUTER 1/3 OF <br />2. SPLICE OF FRONT AND REAR <br />LEDGER <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN ONLY <br />LEDGER SHOULD LAP A MIN OF <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />00 Z <br />4'-0". <br />3. ALL BOLTS TO HAVE WASHERS <br />z <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES <br />HOLE EDGE >5/8" <br />A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"WEDGE-BOLT/J-BOLT, 5" MIN. <br />4. EXP. BOLTS/J-BOLTS SHOULD <br />NOT BE ANY CLOSER THAN 6" <br />(2) 2X12 <br />SYP PT <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 />- <br />EMBED (14) 10d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-1/2"GALV. NAILS. TO JOIST <br />- Z <br />0/C. <br />- <br />- z_ <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />FL#17241 <br />°O <br />5. ONLY LEDGER IN DIRECT <br />CO <br />A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 <br />B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/41° WEDGE-BOLT/J-BOLT, 5" MIN. <br />(2) 2X8 <br />CONTACT (REAR LEDGER) WITH <br />REAR <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />EMBED (14) 10d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2" GALV. NAILS TO JOIST <br />SYP PT <br />CMU REQUIRED TO BE P.T. <br />LEDGER <br />SUBJECT TO F1 AND F2 FORCES. <br />FL#17241 <br />