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IF <br />ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />MMMMIN <br />0 24" O/C, SUBMIT SHOP <br />"ROOFNJALUFLOOR <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 />(1) SIMPSON HETA16 <br />HTSM20 W/10 10d TO <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFNVALLIFLOOR <br />TRUSS ANCHOR WITH <br />NOTE: A PT SYP #2 2" x 4". <br />TRUSS AND (4) 1/4" x 2 114" <br />SHEATHING <br />d x 1 NAILS TO TRUSS <br />x 1 NAILS TO <br />6", 8" z MAY 8E ADDED <br />TITEN 2 ANCHORS TO <br />FASTENER SCHEDULE" <br />DEL STRAP, 1 EACH SIDE WRAPS UP AND <br />DEL S , <br />GI DE R <br />GIRDER: PROVIDE 5" <br />WI 10d NAILS, 2 ROWS, 3" <br />NAILS, <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 NOTE: APT SYP #2 2" x 4", <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) SIMPSON <br />(18) 10d x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <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 z 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />BLOCK WALL W/101_ TO <br />ADDITIONAL PLY MAX. TOTITEN <br />ACCOMMODATE TRU55 <br />A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />TRUSS AND (4) il4" x 2 1l4" <br />2 <br />CONTINUOUS BOND BEAM <br />jx2, 2x W000 FASCIA <br />ANCHOR REQUIREMENTS. <br />WITH (4) �" x 5" TITEN HO TO CMU AND (12) SOB <br />NTEL <br />CONT POURED LINTEL <br />SEE ARCHITECTURAL <br />TO <br />}" x 2 }" TO GIRDER <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2 SECURED W/ 10d TRUSSES 24" O/C, <br />1 x2, 2x WOOD FASCIA <br />(2) }" x 5" TITEN HO TO CMU AND (18) SOS }' x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />5EE ARCHITECTURAL <br />3" TO <br />12" O/C FOR REVIEW <br />2x SECURED W/ (3) i6d <br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2) J' z 5'TITEN HO TO CMU AND (10) SOS }" x 3" <br />W SECURED W/ 10d <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />BE. 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 = 3286 LBS (2 OR 3 PLY) <br />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U:2365 LBS, 1- 1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />2" COVER d 2" APART <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />C ALLOWABLE UPLIFT = S685 LBS (2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />la lb 1c <br />TYPICAL ROOF <br />3 <br />GIRDER CONNECTOR(S) 5 = <br />2a 2b 2c <br />SCALE:34"=1'-0 <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />314" T 8 G SUBFLOOR GLUED AND <br />WI <br />BRACE (3)12d @EA. TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />LSTA1220 GAUGE <br />COVER 5 TRUSSES) N-0" O.C. (AT SHEATHING <br />W/ 10dx1/2 HOG NAILS <br />0'-0" TO 30'-0" (1)'0C BRACE SEAMS) <br />Q EACH END. TOTAL OF 10 <br />30'-1" TO W-0 (3) "X" BRACE SECURE 2X8 PT. PLATE <br />PER LrVATION <br />(1) "X" BRACE 0 CENTER TO BILK W/ 1/2" DIA. <br />FLOOR <br />(2)—X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/IG <br />GIRDER <br />8'-0- MAX /lX4 <br />M/ ) <br />FROM CENTER TO END. WASHER SET IN HIGH <br />R 10'-0" MAX (W/2X4) <br />2x WOOD FASCIA, STRENGTH EPDXY S' <br />SEE ARCHITECTURAL MIN. EMBED. AT 32" OC <br />MAX. <br />PER ELEVATION <br />ix4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />PO.TC PLATE W/ 12d's 8" <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />BRACING, SEE <br />STIFFBACK (AS PER <br />TRUSS ENG) <br />STRENGTH CLG. BOARD <br />PLAN FOR LOCATION <br />CONT. 2x4 SECURED W/ <br />4 J <br />MAY NOT BE <br />(2)10d's @ EACH TRUSS <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />>d> <br />iv a I— <br />REQUIRED <br />TO BE INSTALLED <br />i6d TOENAILS <br />10'-0" O.C. MAX. <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" A.B. WITH <br />BTM. CHORD OF <br />41 MIN. T' EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB 8 (18) 16d x <br />SE FOR <br />SCHEDULEOND <br />2X4 OR 2x6 WOOD BEARING <br />2-112" NAILS TO POST., <br />BEAM RED. <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO SIT DIRECTLY <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />. a. <br />1/2" GYP. WL. BD. <br />y <br />lx4 BTM. CHORD BRACING 6'-0" O/C <br />END WALL OR OTHER <br />< <br />• �* <br />MAX., OR 2X4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />° • <br />8 v.� ° <br />10-0" O/C MAXSECURED W/ (2)10d <br />COMMON NAILS AT EACH CHORD <br />DEPICTED SEE PLAN <br />BLOCK WALL W/ GABLE END <br />INTERSECTION TYP. BTM. CHORD BRACING <br />%6 <br />7 PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" <br />GIRDER/WOOD POST CONNECTIONS <br />SDALE:34=,'-0' <br />SCALE: 3/4"=V-0" <br />r,—'�FLOOR TRUSS CONNECTION @ L.B.W. <br />'* <br />SQALE:3/4"=V-0" (NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH I/4'D <br />HOLE EDGE>5/8" <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br />< 2/5'D SGL. STUD <br />OUTER 1/3 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 (Fl AND F2) LOAD CAPACITIES <br />HOLE EDGE >5/8" <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 />P, <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, Fl, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />0.1 <br />SUBJECT TO F1 AND F2 FORCES. <br />BTM, HOLE DIAMETER <br />PLATE < 3/5'D DEL. STUD <br />STUD NOTCHING <br />NOT USED <br />11 ALTERNATE MATERIALS <br />NOT USED <br />SCALE: 3/4"=1'-0" <br />8 AND BORING LIMALTES1n_1-o <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />FM: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroupeom <br />L AA M: 0003325 <br />Its <br />iTo <br />iTD <br />BunDiv. & LOT: <br />ABBOTT PARK <br />LOT #7 <br />BLK #15 <br />PROJECT# <br />04181.000-07151 <br />1eoDEIe <br />4EBB <br />"1828—CALI" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH EXP C <br />AUG <br />pptarr '9 <br />DATM. 08/13/20 <br />8CAL.E: 1/4"=1'-0" <br />SHEET <br />S3.1A <br />