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41) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9)10d x 1 J' 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 />41) 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 }" NAILS TO GIRDER
<br />?, 21 WOOD FASCIA
<br />SECURED W/ (3)16d
<br />,LV. COMMON NAILS.
<br />! SECURED W/ 10d
<br />LV. COMMON NAILS
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />'TROOFNVALLIFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP 02 7' x 4',
<br />6', 8" x V-U' MAY BE ADDED
<br />W/ 1Dd NAILS, 2 ROWS, 3'
<br />O/C TO FACILITATE ONE
<br />ADDITIONAL PLY MAX. TO
<br />ACCOMMODATE TRUSS
<br />ANCHOR REQUIREMENTS.
<br />VOOD
<br />I" O/C,
<br />DRAWINGS
<br />L
<br />A ALLOWABLE UPLIFT = U:1810 LBS, LT70 LES (i 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 />TYPICAL TRUSS/
<br />is ib GIRDER CONNECTOR(S) SCA
<br />8�
<br />BACKBtK=
<br />4BQ•®B
<br />4500
<br />314" WOOD PANELS
<br />8000
<br />(2) IQ" WOOD PANELS
<br />80
<br />(2) 12" WOOD PANELS
<br />90
<br />2x LUMBER
<br />3/4" T & G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG IJOIST
<br />5/6' GYPSUM BOARD OR 1/7' HIGH
<br />STRENGTH CLG. BOARD
<br />SECURE (JOIST TO TOP PLATE
<br />W/ (2) 12d TOENAILS
<br />DOUBLE TOP PLATE
<br />2x4 OR 2X6 WOOD BEARING
<br />WALL W/ SYP No 2 STUDS SEE
<br />PLANS FOR SPACING. SINGLE
<br />BTM. PLATE TO BE PT.
<br />PROVIDE DBL. TOP PLATE
<br />PROVIDE BLOCKING
<br />1/2" GYP. WL. BD.
<br />I -JOIST CONNECTION @ L.B.W.
<br />4 SCALE: 3/4"=T-O'
<br />(NO UPLIFT)
<br />OUTER 113
<br />SPAN ONLY
<br />DEPTH 1/4•D
<br />—HOLE EDGE -5AT'
<br />—HOLE DIAMETER
<br />< 215•D SGL. STUD
<br />>sm.
<br />—HOLE PLATE \� III I< 3/5•D DEL. STUD
<br />STUD NOTCHING
<br />�01 AND BORING LIMITS
<br />ENGINEERED WOOD TRU
<br />0; 24" Or-, 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. PROVIDE 5'
<br />MINIMUM CONCRETE
<br />EMBEDMENT. USED IN
<br />CONJUNCTION WITH
<br />HEAVY UPLIFT
<br />CONNECTOR
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFANALLIFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: APT SYP #27'x 4",
<br />6", 8" x V-O" MAY BE ADDED
<br />W/ 1Dd NAILS, 2 ROWS, 3"
<br />O/C TO FACILITATE ONE
<br />ADDITIONAL PLY MAX. TO
<br />ACCOMMODATE GIRDER
<br />TIEDOWN REQUIREMENTS.
<br />L—A41) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN
<br />WITH (4) J' x 5" TITEN HO TO CMU AND (12) SOS
<br />J' x 2 J' TO GIRDER
<br />B41) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2) J' x 5' TITEN HD TO CMU AND (18) SDS J' x
<br />to, 2X WOOD FASCIA
<br />3' TO GIRDER
<br />SEE ARCHITECTURAL
<br />2(SECURED W/ (3)16d
<br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />GALV, COMMON NAILS.
<br />(2) J' x 671TEN HD TO CMU AND (18) BOB �' x 3'
<br />1.2 SECURED W/ 10d MASONRY BOND
<br />SCREWS TO GIRDER (EACH TIEDOWN)
<br />GALV. COMMON NAILS AM BEAM
<br />SCHEDULE
<br />ENSURE THAT CELLS ARE GROUTED
<br />17' O/C
<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 = 8885 LES (2 PLY MIN.)
<br />TYPICAL ROOF
<br />Z,2a(2�b) S2cGIRDER CONNECTORS) SCALE: 34"=1'-0"
<br />BB>lE8
<br />BALM BLOCK
<br />TH CX11F86
<br />4500
<br />3/d" WOOD PANELS
<br />8000
<br />(2)12° WOOD PANELS
<br />80
<br />(2) 72' WOOD PANELS
<br />90
<br />2x LUMBER
<br />LSTA1220 GAUGE
<br />W/ 10dx12 HDG COMMON NAILS.
<br />® EACH END TOTAL OF 10
<br />LVL/IJOIST WITH
<br />BACKER BLOCK
<br />W/ 5/8" A.B. WITH
<br />MIN.
<br />MIN. 7" EMBEDMENT
<br />TO SLAB 8 (18)16d x
<br />2-12' NAILS TO POST.,
<br />POST TO SIT DIRECTLY
<br />ON SLAB
<br />A
<br />%4
<br />, LVL/WOOD POST CONNECTIONS
<br />SCALE: 3/4"=V-U
<br />A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/JSOLT, 5" MIN.
<br />EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241
<br />B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3W` WEDGE-BOLT/J-BOLT, 5' MIN.
<br />EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241
<br />C - SIMPSON MIU3.58/16 G < 2900 LBS, U <210 LBS W/ (4) 3/4" WEDGE-BOLT/JSOLT, 5' MIN.
<br />EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2)10*1-12' GALV. NAILS TO JOIST
<br />FL#17241
<br />D - SIMPSON HHUS7.25/10 G c 4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5"
<br />MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST
<br />FL#25749
<br />E - SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W/ (8) 3/4"O WEDGE-BOLT/J-BOLT, 5' MIN,
<br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12' GALV. NAILS TO JOIST
<br />FL#17241
<br />WOOD LEDGER
<br />ATTACHMENT DETAIL
<br />9 SCALE: 3/4"=1'-0'
<br />6'-O" MAX (W/1X4)
<br />OR 10'-W MAX (W/2X4)
<br /># 1100 UPLIFT SIMPSON _
<br />HTSM20 WMO 10d TO
<br />TRUSS AND (4)1/4" x 21/4"
<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/10 10d TO
<br />TRUSS AND (4)1/4" x 2 114"
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br />PRE-ENG TRUSS
<br />CONTINUOUS BOND BEAM
<br />TITEN 2 ANCHORS MIN.
<br />7' COVER & 7' APART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />3 SCALE: 3l4"=1'-0'
<br />1x4 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 />1x4 BTM. CHORD BRACING 6-U' O/C SEND WALL OR OTHER
<br />MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF
<br />1V-O" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN
<br />COMMON NAILS AT EACH CHORD /� �+
<br />INTERSECTION TYP. BTM. CHORD BRACING
<br />V
<br />SCALE: 3l4"=1'-0'
<br />B" Mom( 24MAX. wl (JOIST 8* END
<br />SPACING
<br />END w/I-JOIST rvP TVP
<br />ACIN SEE FRAMING PLAN END OF
<br />MA% A7AX MA% LEDGER BO.
<br />1T EXP. (2) ZQ SYP P.T. W EDOM (212X72 SYP P.T. 316" EXP
<br />BOLT/JAOLTNN7 LEEDGER BMRD LEEDGER BOARD TO BOLT/(BOLT IW7
<br />WASHERS 5 7T VdTH IJOI,ST 7. ENSURE THAT EXP. BE USED YMTH HOIST WA9 EMBED.51(?P)
<br />MIN. EMBED. (7YP) SOLTSIJ-BOLTS ARE PLACED
<br />INTO GROUTED CELLS, 6 ALL
<br />AROUND BOLT. FRONT
<br />2. SPLICE OF FRONT AND REAR LEDGER
<br />LEDGER SHOULD LAP A MIN OF
<br />2 R-O". Z
<br />3. ALL BOLTS TO HAVE WISHERS (2) 2X12 m
<br />4. EXP. BOLTS/J-BOLTS SHOULD SYP PT
<br />NOT BE ANY CLOSER THAN 6'
<br />2 O/C. z
<br />f S. ONLY LEDGER IN DIRECT- i
<br />(2) 2X8 CONTACT (REAR LEDGER) WITH REAR
<br />SYP PT CMU REQUIRED TO BE P.T. LEDGER
<br />FLOOR JOIST LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />EM PACM
<br />CENTRALSPACM
<br />A
<br />DOUBLE SYP 2x8
<br />12'
<br />W MAX.
<br />24" O/C MAX.
<br />B
<br />DOUBLE SYP 2x12
<br />(2) WIT'
<br />8" MAX.
<br />24" O/C MAX.
<br />I -JOIST WOOD LEDGER DETAIL
<br />10 SCALE: 344 T-0'
<br />(2) 2X4 No.2 SYP DIAG. —
<br />BRACE W/ (3)12d 0 EA.
<br />TRUSS (DIAG. BRACE TO
<br />COVER 5 TRUSSES)
<br />0'-0" TO 30'-0' (1) "X" BRACE
<br />30-1" TO 6V-0 (3) "X" BRACE
<br />(1)"X"BRACE0 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 (AS PER
<br />TRUSS ENG)
<br />SEE SCHEDULE FOR
<br />BOND. BEAM RED.
<br />2X4 BLOCKING BETWEEN
<br />TRUSSES WHERE
<br />X-BRACING IS PRESENT AT
<br />4'4' O.C. (AT SHEATHING
<br />SEAMS)
<br />SECURE 218 PT. PLATE
<br />TO BLK W/ 12' DIA
<br />ANCHOR BOLT W/ 2'
<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%W
<br />O.C. MAX
<br />CONT. 2x4 SECURED W/
<br />(2)1 Od'B (a EACH TRUSS
<br />TO BE INSTALLED Q
<br />10'-0' O.C. MAX.
<br />BLOCK WALL W/ GABLE END
<br />PRE-ENG'D TRUSS BD"`� �'"-1'-0'
<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 (Ft 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, Ft, AND F2
<br />FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE
<br />SUBJECT TO FI AND F2 FORCES.
<br />-,,"\ALTERNATE MATERIALS
<br />I I SCALE: 314"=1'-0"
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-77443078
<br />FAX:407-774.4078
<br />wwwabdesigngroup.com
<br />L AA #: 0003328
<br />wig
<br />b
<br />W
<br />00
<br />avHaiv ae LOT•.
<br />ABBOTT PARK
<br />LOT #29
<br />BLK #11
<br />PROJL'CT#
<br />04181.000-29111
<br />"ODE19
<br />"AISLE"
<br />2007
<br />GARAGE OWDM:
<br />RIGHT
<br />PAOE:
<br />DETAILS
<br />(I —JOIST)
<br />60 MPH W.
<br />
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