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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 �' NAILS TO TRUSS <br />B-(2) SIMPSON HETA16 TRUSSANCHOR WITH <br />(12) 16d x i ?'NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C-(1) SIMPSON LGT2 GIRDER TIEDCMJ WITH <br />(16) 10d x 3 �' NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12) 16d x 3 }' NAILS TO GIRDER <br />Jx212x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)10d <br />GALV. COMMON NAILS. <br />lx2 SECURED VW 10d <br />GALV. COMMON NAILS <br />17' O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <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 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED WOOD <br />TRUSSES ® 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U: 1810 LBS, L770 LBS (1 PLY) <br />8 ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />SlaTYPICAL TRUSS/ 1b 1c GIRDER CONNECTOR(S) SCALE SS <br />314" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />5/8'. GYPSUM BOARD OR 12" HIGH <br />STRENGTH CLG BOARD <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />ENGINEERED WOOD TRL <br />0 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 2x WOOD FASCIA <br />—Z <br />SEE E ARCHITECTURAL <br />It <br />2. SECURED WI (3)16d <br />GALV. COMMON NAILS. <br />ix2 SECURED WI 10d <br />MASONRY BOND <br />GALV. COMMON NAILS <br />BEAM <br />12, O/C <br />SEE SCHEDULE <br />PLYWOOD SHEATHING SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 7' x 4", <br />6", 8" x 4'-0" MAYBE 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 TIEDCVM <br />WITH (4) e X 5" TITEN HD TO CMU AND (12) BOB <br />e' x 2 i TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) ? x 5" TITEN HD TO CMU AND (18) SDS f' x <br />3" TO GIRDER <br />C-(2) SIMPSON FGTR GIRDER TIEDOVMlS WITH <br />(2)? x 571TEN HD TO CMU AND(16) SIDS }"x3" <br />SCREWS TO GIRDER (EACH TIEDOWN) <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 LSS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />2a 2b 2c TYPICAL ROOF <br />SOGIRDER CONNECTORS) <br />LSTA12 20 GAUGE <br />W/ 10dxl/2 HDG NAILS <br />EACH END. TOTAL OF 10 <br />FLOOR <br />GIRDER <br />iTT4 W/5/6, A.B. WITH <br />AIN. 7" EMBEDMENT <br />TO SLAB & (18) i6d x <br />2X4 OR 2x6 WOOD BEARING <br />2-1/2" NAILS TO POST., <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 />SECURE BT. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />PROVIDE BLOCKING <br />12" O/C STAGGERED. <br />ADDITIONAL METAL <br />12" GYP. WL. BD. <br />CONNECTOR6 NOT <br />'• <br />REQUIRED WHEN NO <br />f r :. . e <br />UPLIFT IS PRESENT. <br />°' <br />GIRDER/WOOD POST CONNECTIONS <br />C <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />SOAK �4"=1° (NO UPLIFT) <br />NOTCH DEPTH 114'D <br />HOLE EDGE >5/8" <br />x� <br />I' <br />HOLE DIAMETER <br /><2/5'D SGL. STUD <br />OUTER <br />1/30F <br />SPAN ONLY <br />HOLE EDGE>5/e" <br />BTM. <br />01 <br />HOLE DIAMETER <br />PLATE < 3/5'11 D.L. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 <br />SCALE: 1 i/2'=1'-0' <br />"MAX (W11X4) <br />OR 1V' MAX (W=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 POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />�— TITEN 2 ANCHORS MIN. <br />2" COVER & 2' APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />lx4 DIAGONAL <br />BTM.CHORD <br />BRACING, SEE <br />PLAN FOR LOCATION <br />MAY NOT BE <br />REQUIRED <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />lx4 BTM. CHORD BRACING 64T OO END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. CHORD BRACING <br />6 SCALE: 3/4"=1'-0" <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3) 12d 0 E0. <br />TRUSS(DIAO BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30'-0" (1) "W BRACE <br />30'-1" TO 60'-0 (3) W BRACE <br />(1) "X" BRACE 0 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 />4'4- O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2. PT. PLATE <br />TO SLK W712" DIA <br />ANCHOR BOLT W/ 2' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6' <br />MIN. EMBED. AT 37OC <br />MAX. <br />SECURE GABLE TO 2,8 <br />P.T. PLATE W/12d%8" <br />O.C. MAX <br />CONT. 2x4 SECURED WN <br />(2) 10d's @ EACH TRUSS <br />TO BE INSTALLED@ <br />10'-0" O.C. MAX <br />7 BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE: <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 LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (F7 AND F2) LOAD CAPACITIES <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, F7, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Fi AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=1'-0' <br />Ll N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.774-6078 <br />FAX: 407-774.4078 <br />www.abdwlgngroup.com <br />AA #: 0003325 <br />a <br />77sQc <br />a <br />ABBOTT PARK <br />LOT #15 <br />BLK #13 <br />PHASE 4B <br />PRCJB.CT# <br />O4181.O411-15131 <br />DAODXI a <br />4EBB <br />"1828—CALI" <br />GARAGR XWXNG: <br />LEFT <br />PAGR: <br />DETAILS <br />%160 MPH EXP. C <br />DAM 02/07/22 <br />MCA=- 1/4"=1'-0" <br />S3.1A <br />