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IF <br />ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />@ 24. 0/C, SUBMIT SHOP <br />'ROOF/WALUFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE' <br />A-(1) TRUSS ANCHOR WITH <br />LIFT SIMPSON <br /># 1100 UPLIFT SIMPSON <br />1Odx1SIMPSON AILS T PLYWOOD SHEATHING, SEE <br />(9) 10d z 1 ,}' NAILS TO TRUSS <br />(1) SIMPSON HETA16 <br />HTSM20 <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH •ROOFNJALUFLOOR <br />SHEATHING <br />TRUSS ANCHOR WITH <br />NOTE: A PT SYP #2 2' x 4', <br />TRUSS AND (4) 1/4' x 2 1/4' <br />(12) 16d x 1 NAILS TO TRUSS FASTENER SCHEDULE' <br />x 1 �° NAILS TO <br />6', 8' x MAY ADDED <br />TITEN 2 ANCHORS TO <br />DBL STRAP, i EACH SIDE WRAPS UP AND <br />, <br />GIRDER. PROVIDE 5• <br />GI DE <br />W/ tOd NAILS, 2 ROWS, 3' <br />NAILS, 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' MAY BE ADDED <br />(2) SIMPSON HETA76 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />WITH (12) 18d x 3 }' NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />BLOCK WALL W/10 tOd TO <br />ADDITIONAL PLY MAX. TO <br />A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />TRUSS AND (4) 1/4' x 2 1/4' <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />SEE ARC HTECTURAL ANCHOR REQUIREMENTS. <br />WITH (4) j' x 5' TITEN HD TO CMU AND (12) SDS <br />CONT POURED LINTEL <br />2x SECURED W/ (3) t8d <br />}' x 2? TO GIRDER <br />GALV, COMMON NAILS, ENGINEERED WOOD <br />B-(l) SIMPSON FGTR GIRDER TIEDOWN WITH <br />ix2 SECURED W/ 10d TRUSSES @ 24' O/C, <br />2x WOOD FASCIA <br />(2) }' x 5' TITEN HD TO CMU AND (18) SDS }' x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SE <br />SEE ARCHITECTURAL <br />3• TO GIRDER <br />12.0/C FOR REVIEW <br />2X SECURED W/ (3) 16d <br />C-(2) SIMPSON FGTR GIRDER TIEDOWN3 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• 0/C <br />SEE SCHEDULE SOLID, 8' EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, 1_: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 LBS (2 PLY) <br />C ALLOWABLE UPLIFT = 86E5 LES(2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />i a i b i c S `� ' ° <br />TYPICAL ROOF <br />3 <br />GIRDER CONNECTOR(S) <br />2a 2b 2c <br />� � 0 <br />SCALE:3/4'=V-0' <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />3/4' T & G 8UBFLOOR GLUED AND <br />BRACE W/ (3) 12d @ EA. TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG. BRACE TO BRACING IS PRESENTAT <br />LSTA1220 GAUGE <br />COVER 5 TRUSSES) 0 O.C. (AT SHEATHING <br />W/ 10dxl/2 HDG NAILS <br />0'-0' TO 30'-0- (1)'X' BRACE BEAMS) <br />PER ELEVATION <br />@ EACH END. TOTAL OF 10 <br />30'-1• TO SU-0 (3)'X' BRACE SECURE 2x6 PT. PLATE <br />(1)'X' BRACE @ CENTER TO ELK W/ 1/2' DIA. <br />t7 <br />FLOOR <br />BRACE DIVIDED EQUALLY ANCHOR BOLT <br />GIRDER <br />3'-0" MAX (W/1 X4 <br />FROM CENTER O E DX' <br />WASHER SET IN HIGH <br />HIGH <br />R 1O'-W MAX (W/2X4) <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />* <br />SEE ARCHITECTURAL MIN. EMBED, AT 32" OC <br />It <br />PER ELEVATION <br />ix4 DIAGONAL <br />MAX. <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />P.T. PLATE W/ 12d's 8' <br />O.C. MAX <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 />o U a <br />MAY NOT BE <br />(2) 10d's @ EACH TRUSS <br />SECURE TRUSS 70 TOP PLATE w/ (2) <br />i� ¢ a Fr- <br />REQUIRED <br />TO BE INSTALLED @ <br />16d TOENAILS <br />10'-0' O.C. MAX, <br />DOUBLE TOP PLATE <br />HT74 W/ 5/8' A,B. WITH <br />BTM. CHORD OF <br />MIN. 7' EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (18) 16d z <br />SEE SCHEDULE FOR <br />2x4 OR 2z6 WOOD BEARING <br />2.112' NAILS TO POST., <br />BOND BEAM RED. <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO ITDIRECTLY <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />c. <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />1/2' GYP. WL BD. <br />° <br />° <br />114 BTM. CHORD BRACING 6'-0' O/C <br />END WALL OR OTHER <br />" <br />MAX., OR 2x4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />a. <br />10'-0' O/C MAXSECURED W/ (2) 10d <br />DEPICTED SEE PLAN <br />. <br />COMMON NAILS AT EACH CHORD <br />BLOCK WALL W/ GABLE END <br />INTERSECTION TYP. BTM. <br />CHORD BRACING <br />�� PRE-ENG D TRUSS SCALE: 3/4•=1'-0' <br />GIRDERMIOOD POST CONNECTIONS <br />SCALE:&4'=i'-0' <br />5 <br />SCALE: 3/4'=1'-0' <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />Y 3CALE:3/4•=1'-0' (NO UPLIFT) <br />NOTCH DEPTH I/4'D <br />HOLE EDGE>518" <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 />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 />SUBJECT TO F1 AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE < 3/5'D DBL. STUD <br />STUD NOTCHING <br />8_ALjTgELRNNATE MATERIALS <br />%1 AND BORING LIMITS <br />0 SCALE: 1 1/2'=1'-0' <br />SCALE: 314'=V0' <br />1441 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407.774.6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />L AA #: 0003325 <br />r <br />C <br />F <br />c <br />o <br />io <br />b <br />sVHDiV &c LOTil <br />ABBOTT PARK <br />LOT #13 <br />BLK #15 <br />PRGJL'CT# <br />04181.000-13151 <br />uoasu <br />4EBB <br />"1828—CALI" <br />GARAGZ 8WU4G: <br />LEFT <br />PAGE: <br />DETAILS <br />160 V <br />H EXP. C of <br />