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ENGINEERED WOOD TRUSSESPLYWOOD SHEATHING, SEE <br />0 24" O/C, SUBMIT SHOP "ROOFNJALL/FLOOR <br />DRAWINGS FOR REVIEW SHEATHING <br />AND APPROVAL FASTENER SCHEDULE" <br />A{1) SIMPSON HETA16 TRUSS ANCHOR WITH <br /># 1100 UPLIFT SIMPSON <br />(9)10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />(1) SIMPSON HETA16 <br />HTSM20 <br />B{2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEAT WALLIFLOOR <br />TRUSS ANCHOR WITH NOTE: APT SYP #2 T x 4", <br />AND <br />TRUSS AND (4)1/4" x 2 1!4" <br />(4) 11 ' x <br />SHEATHING <br />(12) 16tl x 1 }'NAILS TO TRUSS <br />(8)10d x 1 k" NAILS TO 6', 8" x 4'-0" MAY BE ADDED <br />TITEN 2 ANCHORS TO <br />FASTENER SCHEDULE" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />GIRDER. PROVIDE 5' W/ 10d NAILS, 2 ROWS, 3' <br />CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE O/C TO FACILITATE ONE <br />C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) SIMPSON <br />NOTE: A PT SYP #22' x 4", <br />(16) 10d x 3 }'NAILS TO GIRDER AND <br />CONJUNCTION WITH ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON PRE-ENG TRUSS <br />6'. 8' x 4'-0" MAY BE ADDED <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />HEAVY UPLIFT TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />W/ 10d NAILS, 2 ROWS, 3' <br />WITH (12)16d x 3 �' NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />BLOCK WALL TO <br />ADDITIONAL PLY MAX- TO <br />A{t) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />)1W/10 <br />TRUSS AND HORS" x 2 1/4" <br />x 2 <br />CONTINUOUS BOND BEAM <br />1x$ 2, WOOD FASCIA ACCOMMODATE TRUSS <br />WITH (4) J' x 5" TITEN HO TO CMU AND (12) SDS <br />CONT POURED LINTEL <br />NTEL <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />}" x 2 }" TO GIRDER <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />iX2 SECURED W/ 10d TRUSSES @ 24" O/C, <br />lx2, 2x WOOD FASCIA (2) }" x 5" TITEN HD TO CMU AND (1B) SDS }" x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />3' TO GIRDER <br />SEE ARCHITECTURAL <br />12" O/C FOR REVIEW <br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W! (3)16d <br />AND APPROVAL <br />GALV. COMMON NAILS- (2) }" x 5'TITEN HD TO CMU AND (18) SOS }' x 3' <br />lx2 SECURED W/ 10tl MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM <br />17• 01C SEE SCHEDULE SOLID, S" 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 />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U.2365 LBS, L 1430 LBS (2 OR 3 PLY) <br />8 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />2" COVER & T APART <br />C ALLOWABLE UPLIFT =U2705 LBS (2 PLY) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b 1c <br />TYPICAL ROOF <br />3 <br />GIRDER CONNECTOR(S) <br />a 2b 2c Q 34-, <br />SCALE: <br />SCALE:34"=1'-0" <br />GIRDER CONNECTOR(S) <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />(2) 2X4 No.2 SYP DIAG, 2.4 BLOCKING BETWEEN <br />BRACE W/ (3)12d 0 EA. TRUSSES WHERE <br />LSTA 12 20 GAUGE <br />12 20 <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />W/ 1 HAG NAILS <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />W EACH END. TOTAL OF 10 <br />SEAMS) <br />P AT <br />0'-0" TO 30'4- (1) "X" BRACE <br />FLOOR <br />30'-l" TO 69-0 (3) "X" BRACE SECURE 2x P. PLATE <br />GIRDER <br />ea MAX (W IX4) <br />(1)-X" BRACE 0 CENTER TO BLK WI 12' D I A <br />061a4r MAX (W/1X4) <br />BRACE DIVIDED EQUALLY ANCHOR BOLTW <br />� * <br />FROM <br />FROMM CENTER TO END. WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />PER ELEVATION <br />1X4 DIAGONAL <br />SEE ARCHITECTURAL MIN. EMBED. AT 37'OC <br />PRE -END FLOOR TRUSS <br />BTM. CHORD <br />MAX. <br />PRE -END GABLE TRUSS SECURE GABLE TO 2x8 <br />5/8" GYPSUM BOARD OR 12' HIGH <br />y BRACING, SEE <br />P.T. PLATE W/ 12d's 8" <br />STRENGTH CLG. BOARD <br />PLAN FOR LOCATION <br />u MAY NOT BE <br />STIFFBACK (AS PER <br />§ <br />a REQUIRED <br />TRUSS ENG) CONT. 2.4 SECURED W! <br />SECURE TRUSS TO TOP PLATE W/ (2) <br />(2)10d's EACH TRUSS <br />16d TOENAILS <br />TO BE INSTALLED <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" AB. WITH <br />BTM. CHORD OF <br />10'-0" O.C. MAX. <br />MIN. T' EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (18)16d x <br />2x4 OR 2x6 WOOD BEARING <br />2-12' NAILS TO POST., <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO SR DIRECTLY <br />SEE SCHEDULE FOR <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BOND BEAM REQ. <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO PROVIDE DBL TOP PLATE <br />SLAB W110d MASONRY NAIL PROVIDE BLOCKING <br />12" O/C STAGGERED. <br />ADDITIONAL METAL 12' GYP_ WL BD. <br />. <br />tx4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER <br />CONNECTORS NOT <br />. . i. <br />4 -. <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />REQUIRED WHEN NO <br />-• • • a <br />10'-0" O/C MAXSECURED WI(2) 10d DEPICTED SEE PLAN <br />UPLIFT IS PRESENT. <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP BTM. CHORD BRACING <br />BLOCK WALL W/ GABLE END <br />6 <br />7 <br />GIRDER/WOOD POST CONNECTIONS <br />SCALE: 3 4" 1'-0 <br />SCALE: 3/4"=T-9' <br />PRE-ENG'D TRUSS <br />.• <br />5 <br />s <br />�1FLOOR TRUSS CONNECTION @ L.B.W. <br />Y <br />SCALE: 3/4"=1'-(r <br />(NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH 1l4'D <br />HOLE EDGE>5/8" <br />USED SO LONG AS THEY CONFORM TO THE <br />�,�' <br />FOLLOWING <br />I- HOLE DIAMETER <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 (Ft 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 />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />ol <br />SUBJECT TO F1 AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE < 3/5-D DBL STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />11 <br />�1 AND BORING LIMITS <br />i? SCALE: 1 12'=1'-0" <br />SCALE 3/4"=1'-0 <br />1 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />FM: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngmp.eom <br />AA #: 0003325 <br />M <br />04 <br />y <br />� <br />a <br />a <br />b <br />FIL <br />id- <br />a <br />-1 <br />1 <br />W <br />0 <br />BVHDIV. ae LOOT <br />ABBOTT PARK <br />LOT #8 <br />BLK #12 <br />PHASE #4C <br />PROJECT# <br />04181.04C-08121 <br />MODEL <br />4EBB <br />"1828—CALI" <br />GARAGE 19MMO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH E . C <br />10 <br />DwR1E 12/07/21 <br />SCALE: 1/4"=1'-0" <br />3*1ZET <br />S3.1A <br />