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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 �' NAILS TO TRUSS <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 15d x 1 ['NAILS TO TRUSS <br />DEL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C_(J) <br />SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 �' NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />- WITH (12) 16d x 3 J' NAILS TO GIRDER <br />1.2, 2. WOOD FASCIA <br />SEE ARCHITECTURAL <br />2. 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/WALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP #27'x 4", <br />6", 8" x 4'-0" MAY BE ADDED <br />W/ 10d NAILS, 2 ROM, 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 = UA810 LBS, L:770 LBS (i PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />Sla lb 1c TYPICAL TRUSS/ SCALE: <br />a' <br />GIRDER CONNECTOR(S) <br />314" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />6/8" GYPSUM BOARD OR 1/2' HIGi <br />STRENGTH CLG BOARD <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />ENGINEERED WOOD TRL <br />@ 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. PROVIDES' <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />1 x2, 2x WOOD FASCIA <br />�J <br />SEE ARCHITECTURAL <br />2. SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />Ix2 SECURED W/ IDd <br />MASONRY BOND <br />GALV. COMMON NAILS <br />BEAM <br />12' O/C <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFANALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2' x 4", <br />611, 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 />A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDC MJ <br />WITH (4) j' x 5" TITEN HD TO CMU AND (12) SDS <br />e x 2 J' TO GIRDER <br />8-(1) SIMPSON FGTR GIRDER TIEDOAN WITH <br />(2)�'x6"TITENHDTOCMUAND(18)SDS }"x <br />3" TO GIRDER <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />(2) �' x 5"TITEN HD TO CMU AND (18) SDS k x 3' <br />SCREWS TO GIRDER (EACH TIEDCWN) <br />ENSURE THAT CELLS ARE GROUTED <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 = SS85 LBS (2 PLY MIN.) <br />2a s(TYPICAL ROOF <br />i)GIRDER CONNECTOR(S) SCALE'y4„="" <br />LSTA12 20 GAUGE <br />W/ 10dxl/2 HDGNAILS <br />@ EACH END. TOTAL OF 10 <br />FLOOR <br />GIRDER <br />iTT4 W/5/8"A.B. WITH <br />AIN. 7" EMBEDMENT <br />TO SLAB & (18)16d x <br />2x4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST, , <br />WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY <br />PLANS FOR SPACING. SINGLE ON SLAB <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL PROVIDE BLOCKING . a. <br />12" O/C STAGGERED. <br />ADDITIONAL METAL 1/2" GYP. WL. BD. <br />CONNECTORSNOTa� <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />5 GIRDER/WOOD POST CONNECTIONS <br />SCALE: 3/4"=1'-0' <br />DFLOOR TRUSS CONNECTION L.B.W. <br />scALE:3/4"=1'-a' (NO UPLIFT) <br />DEPTH 1/4•D <br />—HOLE EDGE>5/e" <br />—HOLE DIAMETER <br />2/5'D SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />BTM.- <br />PLATE <br />EDGE>5/8" <br />HOLE DIAMETER <br />< 3/5'D DBL. STUD <br />8'-0' M" (WIM) <br />OR IV-0 MAX LW? 4) <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/1010d TO <br />TRUSS AND (4) 1/4" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POUREDLINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TITEN 2 ANCHORS MIN. <br />2" COVER & 7APART <br />REPAIR OF MULTIPLE <br />3 MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4"=1'-0" <br />ix4 DIAGONAL <br />STM.CHORD <br />BRACING, SEE <br />PLAN FOR LOCATION <br />MAY NOT BE <br />REQUIRED <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />1x4 BTM. CHORD BRACING V-(Y O/C —END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />1W-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. CHORD BRACING <br />(2) 2X4 No.2 SYP DIAG. — <br />8RACE W/ (3) 12d @ EA <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30'-0" (1) W BRACE <br />30'-1" TO 6W-0 (3) "X" BRACE <br />(1) "X" BRACE @ CENTER <br />(2) .X' BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />PRE-ENG GABLE TRUSS <br />STIFFBACK (ASPER <br />TRUSS ENG) <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'-0" O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x PT. PLATE <br />TO BILK W/ 1/P' DIA <br />ANCHOR BOLT W/ 7 <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6" <br />MIN. EMBED. AT 37'OC <br />MAX <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d%8" <br />O.C. MAX <br />CONT. 2.4 SECURED W/ <br />(2) 10d'c @ EACH TRUSS <br />TO BE INSTALLED @ <br />10'-0" O.C. MAX <br />7DBLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE 3/4"=17 <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 LONGAS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES <br />AS THE ONE SPECIFIED, CONCURRENTLY. 1T 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 />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />O <br />F <br />G7 <br />IL <br />o <br />F <br />a� <br />sysaly Lour: <br />ABBOTT PARK <br />LOT #8 <br />BLK #14 <br />PHASE 4C <br />PROJECT* <br />04181.04C-08141 <br />a 00MIL <br />4EBB <br />"1828-CALI" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />ROLAW MOUCHACPA <br />AR M 997W , <br />DAT " 02/07/22 <br />STUD NOTCHING 11 ALTERNATE MATERIALS scALE: 1/4"=V-0" <br />AND BORING LIMITS SCALE:34"=1'-0' 11 sDEMET <br />8 scALE:1 yr=r-a' <br />s3.1A <br />