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{1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 �' NAILS TO TRUSS <br />42) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 �' NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 J' NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12)16d x 3 }' NAILS TO GIRDER <br />1x2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. <br />lx2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />17, O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFANALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP#27'x 4", <br />6", 8" x 4'-(7' 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" 0/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U.1810 LBS, L:770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />1a 1b 1c TYPICAL TRUSS/ SCALE: 3/4"=1'4 <br />GIRDER CONNECTORS) <br />ENGINEERED WOOD TRUSSE <br />PLYWOOD SHEATHING, SEE <br />C 24" O/C, SUBMIT SHOP <br />"ROOFANALL/FLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />(1) SIMPSON HETA16 <br />TRUSS ANCHOR WITH <br />NOTE: APT SYP#27'x 4% <br />(9) 10d x 1 �' NAILS TO <br />6", 8" x 4'-0" MAY BE ADDED <br />GIRDER. PROVIDE 5" <br />WI 10d NAILS, 2 ROWS, 3" <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />CONNECTOR <br />`A{1) SIMPSON LGT3�SDS2.5 GIRDER TIEDOWN <br />WITH (4) t' x 5" TITEN HD TO CMU AND (12) SOS <br />J' x 2 }'TO GIRDER <br />B{1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }" x 5" TITEN HD TO CMU AND (18) SDS J' x <br />lx2, 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />C42) SIMPSON FGTR GIRDER TIEOOWNS WITH <br />2x SECURED W/(3)1- <br />(2) J' x S TITEN HD TO CMU AND (18) BOB *'x 3' <br />GALV. COMMON NAILS. <br />lx2 SECURED W/ 10d <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV COMMON NAILS <br />BEAM ENSURE THAT CELLS ARE GROUTED <br />12" O/C <br />SEE SCHEDULE SOLID, W 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 = 8885 LBS (2 PLY MIN.) <br />TYPICAL ROOF <br />2a 2b 2c <br />SCALE 3/4"=1'-0 <br />GIRDER CONNECTOR(S) <br /># 1100 UPLIFT SIMPSON <br />HTSM20 W/1010d TO <br />TRUSS AND (4) 1/4"x21W <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 21/4" <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 8 7APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=1'-fY' <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d"EA. <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-0' O.C. (AT SHEATHING <br />SEAMS) <br />0'-0" TO 30'4" (1) "X" BRACE <br />30'-1" TO 60-0 (3)'X' BRACE <br />SECURE 2x PT. PLATE <br />sa MA (Wnxe) <br />(1) "X' BRACE @ CENTER <br />TO BLK W/ 1!1" DIA. <br />OR 10-0' MAX (W2`(4) <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ 7 <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6' <br />tx4 DIAGONAL <br />2x WOOD FASCIA, <br />MIN. EMBED. AT 37' OC <br />BTM. CHORD <br />SEE ARCHITECTURAL <br />MAX. <br />BRACING, SEE <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />Y <br />PLAN FOR LOCATION <br />MAY NOT BE <br />P.T. PLATE W/ 12d's 8" <br />4 a <br />a <br />REQUIRED <br />STIFFBACK (AS PER <br />O.C. MAX <br />w <br />TRUSS ENG) <br />CONT. 2x4 SECURED W/ <br />(2) 10d's a EACH TRUSS <br />BTM. CHORD OF <br />TO BE INSTALLED <br />Tr�j'j' <br />WOOD ROOF TRUSSES <br />10'-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />lx4 BTM. CHORD BRACING 6'-0" O/C —� `—END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />101-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. CHORD BRACING <br />6 BLOCK WALL W/ GABLE END <br />� PRE-ENG'D TRUSS SCALE:3/4"=1'-0" <br />NOTCH DEPTH I/4'D <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />ID HOLE EDGE >5/8' <br />USED SO LONG AS THEY CONFORM TO THE <br />DIAMETER <br />FOLLOWING <br />5•D SGLSTUD <br />OUTER4PLATE <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 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, Ft, AND F2 <br />F<3/5•D <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />DIAMETER <br />DBL. STUD <br />J <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 J <br />>r <br />SUDDrv. de LOT: <br />ABBOTT PARK <br />LOT# 38 <br />BLK. 7 <br />PROJECT <br />04181.00 —38071 <br />MODELS <br />3EAB <br />"1504—ALLEX" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />16 MPH EXP. C <br />1 <br />STUD NOTCHING 11 ALTERNATE MATERIALS ac;-a: 1/4"--1-0- <br />AND BORING LIMITS SCALE:3/4"=1'-0 SHEET <br />s SCALE 1 1 7'=1' 0 S 3.1 <br />