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-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x i J' NAILS TO TRUSS <br />-(2) SIMPSON HETAi6 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 />-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 J" NAILS TO GIRDER AND <br />(2) SIMPSON HETAi6 TRUSS ANCHORS <br />WITH (12)16d x 3 J" 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 />12"O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALLIFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2" 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 TRUSS <br />ANCHOR REQUIREMENTS. <br />TRUSSES @ 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:T70 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 />1a 1b 1c GIRDER CONNECTOR(S)� <br />R3t<$ <br />BACKERRACK <br />THICKNESS <br />4500 <br />3/4" WOOD PANELS <br />60M <br />(2)1/2" WOOD PANELS <br />60 <br />(2)12" WOOD PANELS <br />90 <br />2x LUMBER <br />•4 • # <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG IJOIST <br />5/8" GYPSUM BOARD OR 1/2" HIGH <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 />1/2" GYP. WL. BD. <br />I -JOIST CONNECTION @ L.B.W. <br />-* SCALE:314"=V-0" (NO UPLIFT) <br />OUTER 113 ( <br />SPAN ONLY <br />PLATE <br />DEPTH 1/4'D <br />—HOLE EDGE >5/8" <br />-HOLE DIAMETER <br />2/5.0 SGL. STUD <br />STUD NOTCHING <br />BORING LIMITS <br />G)�AND <br />SCALE: 1 112"=1'-0` <br />EDGE >5/8" <br />HOLE DIAMETER <br />< 3/5'0 DBL. STUD <br />ENGINEERED WOOD TRU <br />E 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 />PLYWOOD SHEATHING, SEE <br />"ROOFNVALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2" 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 />L—A-(1) SIMPSON LGT3SOS2.5 GIRDER TIEDOWN <br />WITH (4) J' x 5"TITEN HD TO CMU AND (12) SDS <br />}" x 2 } TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }'x 5" TITEN HD TO CMU AND (18) SOS }" x <br />tx2, 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3) 16d <br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />GALV. COMMON NAILS. <br />(2) 3 x 5'TITEN HO TO CMU AND (18) BOB }" x 3" <br />lx2 SECURED W/ IDd MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BE�CHEDULE <br />ENSURE THAT CELLS ARE GROUTED <br />12" O/C <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 S <br />2c TYPICAL ROOF <br />GIRDER CONNECTOR(S) <br />LSTA12 20 GAUGE <br />W/ 10dxl/2 HOG COMMON NAILS. <br />G EACH END TOTAL OF 10 <br />am <br />BACKER RACK <br />7iBCIBERI <br />4500 <br />3/4' WOOD PANELS <br />6000 <br />(2)1/2" WOOD PANELS <br />60 <br />(2)1W WOOD PANELS <br />90 <br />2x LUMBER <br />LVUI-JOIST WITH <br />BACKER BLOCK <br />HTT4 W75/8"A.B. WITH <br />MIN. 7" EMBEDMENT <br />TO SLAB & (18)16d x <br />2-1/2" NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB <br />4. <br />LVUWVOOD POST CONNECTIONS <br />5 SCALE: 3/4"=1'-(T <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 AND (2)10dxl-12" GALV. NAILS, TO JOIST <br />FL#17241 <br />8 - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS WI (2) 3/4"' WEDGE-BOLT/JBOLT, 5" MIN. <br />EMBED (14) 10d GALV, COMMON NAILS TO HEADER AND (2)10dxl-12" GALV. NAILS TO JOIST <br />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 < 1610 LBS Wl (8) 3/4- WEDGESOLT/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/JSOLT, 5" MIN. <br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dx1-12" GALV. NAILS TO JOIST <br />FL#17241 <br />WOOD LEDGER <br />ATTACHMENT DETAIL <br />9 SCALE: 3/4"=1'-0" <br />6'-0" MAX (W/1X4) <br />I. 9R 10'-0" MAX (W/2X4) <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 W/1010d TO <br />TRUSS AND (4)1/4" x 2 114" <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/10IOd 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 & 2" APART <br />REPAIR OF MULTIPLE <br />3 MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4"=l'-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" TO 30'-(7' (1) "X" BRACE <br />30'-1" TO 80'-0 (3) "X" BRACE <br />(I) "X' BRACE @ CENTER <br />{2) 'X" BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA, - <br />1x4 DIAGONAL <br />SEE ARCHITECTURAL <br />PRE-ENG GABLE TRUSS —� <br />BRAC NG 3EE <br />PLAN FOR LOCATION <br />STIFFBACK (AS PER <br />MAY NOT BE <br />TRUSS ENG) <br />REQUIRED <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />lx4 BTM. CHORD BRACING 6'-0" O/C J —END WALL OR OTHER <br />MAX., OR 2x4 BTM, CHORD BRACING END TYPE CONDITION, IF <br />1V-O" O/C MAXSECURED WI (2)1Od DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD p A /+ <br />INTERSECTION TYP. BTM. CHORD BRACING <br />6 SCALE: 3/4"=1'-0" <br />B° MAX. 24' MAX. w/ IJOIST SPACING <br />END w/1JOIST TVP rrP P <br />14 <br />ACIN SEE MIN. PLAN END OF <br />MAX MAX MAX LEDGER BD. <br />12" EXP. L (212X8 SVP P.T, d FROM <br />(2) 2X12 SVP P.T. 3/4' EXP. <br />BOLT/J4BOLT W/2" LEEDOE R BOARD LEDGER BOARD TO BOLT/J.BOLT W/ 2' <br />WASHERS 512' To WITH I USED I. ENSURE THAT EXP. BE USED WITH I -JOIST WASHER S 512• <br />MIN. EASED. (TYP) WITH I -JOIST BOLTSIJ.BOLTS ARE PLACED MIN. EMBED. (TYP) <br />INTO GROUTED CELLS, S' ALL <br />AROUND BUT. FROM <br />2. SPLICE OF FRONT AND REAR LEDGER <br />LEDGER SHOULD LAP A MIN OF �I <br />Z 4'-0. i <br />a0 3. ALL BOLTS TO HAVE WASHERS (2) 2Xtt �C <br />!. IXP. BOLTS/J430LTB SHOIx. SVP PT <br />NOT BE ANY CLOSER THAN 8' <br />= Z 5. O i <br />op S. ONLY LEDGER M DIRECT ` <br />(2) 2X8 CONTACT (REAR LEDGER) WITH REAR <br />SYP PT CONTACT <br />TO BE P.T. LEDGER <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />I SIZE <br />BOLTSIZE <br />EDSPACING <br />COMKIIIPAGNB <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 />W MAX. <br />24" O/C MAX. <br />10 I -JOIST WOOD LEDGER DETAIL <br />SCALE: 3/4"=1'-0" <br />SEE SCHEDULE FOR <br />BOND BEAM REO. <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'-0" O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x8 PT. PLATE <br />TO BLK W/ 1/2" 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 2x8 <br />P.T. PLATE W/ 12d's 8" <br />O.C. MAX <br />CONT. 2x4 SECURED W/ <br />(2)1 Od's Q EACH TRUSS <br />TO BE INSTALLED @ <br />10'-0" O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />PRE-ENGD TRUSS SCALE: 3/4"=1'fY' <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, Ft, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />ALTERNATE MATERIALS <br />T T SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdmigngroup.com <br />L AA #: 0003325 <br />Lis <br />W <br />d <br />g <br />o <br />ounDiv. Ae LOT <br />ABBOTT PARK <br />LOT #39 <br />BLK. #9 <br />PROJECT#1 <br />04181.000-39091 <br />MODRL' <br />4EHB <br />"2605—HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 MPH E C <br />