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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />024"O/C, SUBMIT SHOP <br />"ROOF/WALL/FLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />Ali) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 }'NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />(1) SIMPSON HETA16 <br /># 1100 UPLIFT SIMPSON <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />TRUSS ANCHOR WITH <br />NOTE: APT SYP #2 2" x 4, <br />HTSM20 W/10 tOd TO <br />SHEATHING <br />d x 1 NAILS TO TRUSS <br />(9) 10dx 1 }" NAILS TO <br />6", 8" x MAY ADDED <br />TRUSS AND x 2 1/4" <br />FASTENER SCHEDULE" <br />DBL S <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />, <br />GIRDS <br />GIRDER, PROVIDE 5" <br />NAILS, O <br />W/ 10tl NAILS, 2 ROWS, 3" <br />TITEN 2 ANCHORS TO <br />HORS" <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />CONT POURED LINTEL <br />C-(l) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br />L NOTE: A PT SYP #2 2" x 4", <br />(16) 10d x 34' NAILS TO GIRDER AND <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br /># 1900 UPLIFT (2) SIMPSON <br />6", 8" x 4'-0" MAY BE ADDED <br />(2) SIMPSON HETA16 TRUSS ANCHORS 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 }" NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />OPPOSITE FACES OF <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />BLOCK WALL W/10 10d TO <br />TRUSS AND (4)1/4" x 2 114' <br />lx2, 2x WOOD FASCIA <br />ANCHOR REQUIREMENTS. <br />WITH (4) "x 5"TITEN HD TO CMU AND (12) SDS <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL <br />}" x 2 }'TO GIRDER <br />CONT POURED LINTEL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS- ENGINEERED WOOD <br />B41) SIMPSON FGTR GIRDER TIEDOWN WITH <br />lx2 SECURED W/ 10tl TRUSSES 0 24" O/C. <br />1x2, 2x WOOD FASCIA <br />(2) J' x 5" TITEN HD TO CMU AND (18) SDS �' x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />W TO GIRDER <br />12' O/C FOR REVIEW <br />3) 16d <br />2x SECUREDON <br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />NAILS <br />GALV. COMMON NAILS. <br />'��� <br />2 x 5"TITEN HD TO CMU AND (18) SDS x 3" <br />1x2 SECURED W/ 10d <br />SCR <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' O1C <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 = BUS LBS (2 PLY MIN.) <br />Z' COVER & Z' APART <br />TYPICAL TRUSS/ <br />REPAIR OF MULTIPLE <br />la lb 1c B°A 3/4'="°' <br />TYPICAL ROOF <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />GIRDER CONNECTOR(S) <br />2a 2b 2c <br />GIRDER CONNECTOR(S) <br />3/4" T & G SUBFLOOR GLUED AND <br />No.2 SYP DIAL. BLOCKING BETWEEN <br />SCREWED AS PER SCHEDULE <br />B AC <br />BRACE W/ (3)12d ( EA. TRUSSES <br />TRUSSES WHERE <br />LSTA1220 GAUGE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />W/ 10dx12 HOG NAILS <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />@ EACH END. TOTAL OF 10 <br />SEAMS) <br />PER EL VA ION <br />0'-0" TO 30'' (1)'X" BRACE <br />-(Y <br />FLOOR <br />30'-1" TO 60'-0 (3)'W BRACE SECURE 2x PT. PLATE <br />GIRDER <br />(1) "X" BRACE ® CENTER TO BILK W/ 12" DIA. <br />8'-0" MAX (W/1X4) <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/2" <br />oR 1c-a' MAX (W2X4) * <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />PER ELEVATION <br />SEE ARCHITECTURAL MIN, EMBED, AT 3Z' OC <br />ix4 DIAGONAL <br />MAX <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2xe <br />5/8" GYPSUM BOARD OR 1/Z' HIGH <br />BRACING, SEE <br />P.T. PLATE W/ 12ds 8" <br />STRENGTH CLG. BOARD <br />w <br />PLAN FOR LOCATION <br />STIFFBACK O.C. MAX <br />(AS PER <br />�j <br />MAY NOT <br />REQUIRED E <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />SECURE TRUSS TO TOP PLATE W/ (2) <br />o <br />y <br />EACH SS <br />16d TOENAILS <br />TO BE INSTALLED 0 <br />DOUBLE TOP PLATE <br />HTT4 W/ 518" A.B. WITH <br />BTM. CHORD OF <br />10'-0" O.C. MAX. <br />MIN. 7" EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (18) 16d x <br />2.4 OR 2X6 WOOD BEARING <br />2-12" NAILS TO POST„ <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO SIT DIRECTLY <br />SEE SCHEDULE FOR <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />2 <br />BOND BEAM REQ. <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL PROVIDE BLOCKING <br />a. <br />12' O/C STAGGERED. <br />ADDITIONAL METAL 1/Z' GYP. WL. BD. <br />•a• <br />. <br />1x4 BTM. CHORD BRACING 6'-lT' O/C <br />END WALL OR OTHER <br />CON <br />CONNECTORS NOT <br />'• <br />MAX., OR 2x4 BTM. CHORD BRACING <br />10'-0" O/C MAXSECURED W/ 10d <br />END TYPE CONDITION, IF <br />DEPICTED SEE PLAN <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />' .•�. e. <br />(2) <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. CHORD BRACING <br />BLOCK WALL W/ GABLE END <br />GIRDER/WOOD POST CONNECTIONS <br />V SCALE:34"=1'-0" <br />PRE-ENG'D TRUSS SCALE 3/4"=1'-0" <br />5 <br />FLOOR TRUSS CONNECTION Q L.B.W. <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />4 BDALE: 3/4"=,•-0" (NO UPLIFT) <br />NOTCH DEPTH I/4'D <br />�°/� HOLE EDGE-5/8" <br />USED SO LONG AS THEY CONFORM TO THE <br />DIAMETER <br /></5 <br />FOLLOWING <br />2SLSTUD <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 (Ft AND F2) LOAD CAPACITIES <br />HOLE EDGE >518" <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 />01 <br />SUBJECT TO Fl AND F2 FORCES, <br />BTM. HOLE DIAMETER <br />PLATE <3/5'D DBL. STUD <br />STUD NOTCHING <br />ALTERNATE MATERIALS <br />11 <br />AND BORING LIMITS <br />$ SCALE 1 1/2"=1'-0' <br />SCALE: 3l4"=1'-0" <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />o <br />momm V. & LOT <br />ABBOTT PARK <br />LOT #12 <br />BLK #14 <br />PHASE #4C <br />PROJECT <br />04181.041-12141 <br />MODELc <br />4EAB <br />"1672- ARIA" <br />GARAGE swlNa: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />