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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />24" O/C, SUBMIT SHOP <br />"ROOFNVALL/FLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br /># 1100 UPLIFT SIMPSON <br />(9) 10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />"ROOFNJALL/FLOOR <br />(1) SIMPSON HETA16 <br />HTSM20 0 10d TO <br />B{2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />TRUSS ANCHOR WITH <br />NOTE: A PT SYP #2 7' x 4", <br />TRUSS AND (4) 1/4" x 2 1/4" <br />AND (4)11"x <br />SHEATHING <br />d x 1 NAILS TO TRUSS <br />NAILS TO <br />MAY ADDED <br />6", 8" x W-MNAILS, <br />TITEN 2 ANCHORS TO <br />FASTENER SCHEDULE" <br />OBL S <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />, <br />GI DE .1 R <br />GIRDER. PROVIDE 5" <br />W/ tOd NAILS, 2 ROWS, 3" <br />O <br />LINTEL <br />CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) SIMPSON <br />NOTE: A PT SYP #2 2" x 4% <br />(16) 10d x 3 }"NAILS TO GIRDER AND <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />6', 8" x 4'-0" MAV BE ADDED <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />WITH (12)16d x 3 }'NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />BLOCK WALL W/10 10d TO <br />ADDITIONAL PLY MAX. TO <br />AA-(1) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN <br />TRUSS AND (4) 1/4" x 2 114' <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />WITH (4) J" x 5" TITEN HD TO CMU AND (12) SDS <br />CONT POURED LINTEL <br />SEE ARCHITECTURAL <br />}" x 24" TO GIRDER <br />2x SE,N t6tl <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B41) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2 SECURED W/ 10d TRUSSES 0 24" O/C, <br />1x2, 2x WOOD FASCIA <br />12) }' x 5" TITEN HD TO CMU AND (18) SDS }'x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />12' O/C 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 5"TITEN HD TO CMU AND (18) SDS }" 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 />TITEN 2 ANCHORS MIN, <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />2" COVER & 2" APART <br />C ALLOWABLE UPLIFT = U:2705 LES(2 PLY) <br />C ALLOWABLE UPLIFT = 8885 LBS(2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b 1c <br />TYPICAL ROOF <br />3 <br />GIRDER CONNECTOR(S) BDA 3/°"=,'-0' <br />2a 2b 2c <br />SCALE 34"=1'-0 <br />6Q E 3 " <br />GIRDER CONNECTOR(S) <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />LSTA12 20 GAUGE <br />BRACE W/ (3)12d 0 EA TRUSSES WHERE <br />W/ 10dx1/2 HOG NAILS <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />G EACH END. TOTAL OF 10 <br />COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING <br />LEVATION <br />a -a' TO 30'-0" (1) W- BRACE SEAMS) <br />FLOOR <br />30'-1"TO 60'-0 (3)1. BRACE SECURE 2x PT. PLATE <br />7 <br />GIRDER <br />as MAX (Wl1X4) <br />(1) "X" BRACE � CENTER TO BLK W/ 1/Y' DIA. <br />OR 1 01-MAX pA=4) <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' <br />�r <br />FROM CENTER TO END. WASHER SET IN HIGH <br />PER ELEVATION <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />1x4 DIAGONAL <br />SEE ARCHITECTURAL MIN. EMBED. AT 32" OC <br />PRE-ENG FLOOR TRUSS <br />BTM.CHORD <br />MAX. <br />PRE-ENG GABLE TRUSS GABLE 8 <br />GYPSUM BOARD OR 1i2" HIGH <br />BRACING, SEE <br />p T PLATE W/ 2dSECURE <br />O 8" <br />STRENGTH CLG. BOARD <br />d <br />MAYNNOT B LOCATION <br />STIFFBACK (AS PER O.C. MAX <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />H y <br />REQUIRED <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />16d TOENAILS <br />(2)10tl's C EACH TRUSS <br />TO BE INSTALLED <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" A, B. WITH <br />BTM. CHORD OF <br />10'-0" O.C. MAX. <br />MIN. T' EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (16) 16d x <br />2x4 OR 2x6 WOOD BEARING <br />2-11 NAILS TO POST., <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO ITDIRECTLY <br />SEE SCHEDULE FOR <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />f <br />BOND BEAM REQ. <br />BTM. PLATE TO BE PT, <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />a. <br />1/2' GYP. WL. BD. <br />K- <br />, <br />1x4 B6-0"TM. CHORD BRACING -0" O /C <br />END WALL OR OTHER <br />-a. <br />a. n <br />MAX, OR 2x4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />'• 8 •- . - .. n <br />10'-0" O/C MAXSECURED W/ (2) 1Od <br />DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. <br />CHORD BRACING <br />BLOCK WALL W/ GABLE END <br />GIRDER/WOOD POST CONNECTIONS <br />PRE-ENGD TRUSS 6OALE �'4 =''" <br />14. <br />f.� <br />v <br />SCALE: 3/4"=1'-0' <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />* scALE:34'=r-a' (NO UPLIFT) <br />NOTCH DEPTH I/4`D <br />HOLE EDGE>5/8" <br />USED SO LONG AS THEY CONFORM TO THE <br />I' HOLE DIAMETER <br />FOLLOWING <br />< 2/5•0 SGL. STUD <br />OUTER 113 OF <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN ONLY <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 />HOLE EDGE >5/e" <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 />01 <br />SUBJECT TO Fi AND F2 FORCES. 1 <br />J <br />BTM. HOLE DIAMETER <br />PLATE < 3/5'D DBL. STUD <br />STUD NOTCHING <br />11 ALTERNATE MATERIALS <br />AND BORING LIMITS <br />8 SCALE: 1 12"=1'-0" <br />SCALE: 3/4"=1'-0" <br />1 N. RONALD REAGAN BI <br />LONOWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />M <br />p <br />14 <br />svBDIV & I.OT <br />ABBOTT PARK <br />LOT #29 <br />BLK #7 <br />PROJECT* <br />04181.000-29071 <br />MODEI.a <br />4EBB <br />"1828—CALI" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DART E: 08/15/21 <br />SCALE: 1/4"=1'-0" <br />ei;EET <br />S3.1A <br />