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A41) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9)106 x 1 }" NAILS TO TRUSS
<br />842) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(12) 16d x 1 k' NAILS TO TRUSS
<br />DEL STRAP, 1 EACH SIDE WRAPS UP AND
<br />OVER TRUSS (NOT SHOWN)
<br />C41) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />(16) 10d x 3 }" NA)LS 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 />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 />"ROOFMALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP 02 Z' x 4",
<br />6", W x 4'-0" MAY BE ADDED
<br />WI 10d NAILS, 2 ROWS, W
<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 />B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY)
<br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY)
<br />115 1 B 1 C TYPICAL TRUSS/
<br />GIRDER CONNECTORS) scALE:34"='' "
<br />✓
<br />BIIGBRROGL
<br />T8I70E86
<br />4500
<br />3/4" WOOD PANELS
<br />6000
<br />(2) 12" WOOD PANELS
<br />60
<br />(2) lr2" WOOD PANELS
<br />90
<br />2z LUMBER
<br />a
<br />314" T & G SUSFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG (JOIST
<br />5/8" GYPSUM BOARD OR 1/7' HIGH
<br />STRENGTH CLG. BOARD
<br />SECURE IJOIST 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 OBL. TOP PLATE
<br />PROVIDE BLOCKING
<br />i/2" GYP. WL. BD.
<br />,, I -JOIST CONNECTION @ L.B.W.
<br />`� scALE:3/4'=V-a' (NO UPLIFT)
<br />OUTER V3 OF
<br />SPAN ONLY
<br />uw-,tt4
<br />DEPTH 114•0
<br />—HOLE EDGE -5/8"
<br />—HOLE DIAMETER
<br />< 25'D SGL. STUD
<br />HOLE EDGE >5/8'
<br /><OLE DIAMETER
<br />305•D DEL. STUD
<br />STUD NOTCHING
<br />i1 AND BORING LIMITS
<br />0 SCALE:
<br />ENGINEERED WOOD TRU
<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 J' NAILS TO
<br />GIRDER. PROVIDE S'
<br />MINIMUM CONCRETE
<br />EMBEDMENT. USED IN
<br />CONJUNCTION WITH
<br />HEAVY UPLIFT
<br />CONNECTOR
<br />PLYWOOD SHEATHING, SEE
<br />"ROOF/WALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 7' x 4",
<br />6", W 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 />1_q{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN
<br />WITH (4) J' x 5"TITEN HD TO CMU AND (12) SDS
<br />*'x 2 3" TO GIRDER
<br />841) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2) �' x 5" TITEN HD TO CMU AND (18) BOB }'x
<br />tx2, 2x WOOD FASCIA
<br />3" TO GIRDER
<br />SEE ARCHITECTURAL
<br />2x SECURED V (3) t6tl
<br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />GALV. COMMON NAILS.
<br />(2) J' x 5'TITEN HD TO CMU AND (18) BOB }'x 3"
<br />1x2 SECURED W/ 10d MASONRY BOND
<br />SCREWS TO GIRDER (EACH TIEDOWN)
<br />GALV. COMMON NAILS BEAM
<br />ENSURE THAT CELLS ARE GROUTED
<br />17' O/C SEE SCHEDULE
<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 LBS (2 PLY MIN.)
<br />2A 2B 2C TYPICAL ROOF
<br />GIRDER CONNECTOR(S)
<br />SCALE:
<br />8mm
<br />BAM ROCK
<br />7NKiM
<br />4500
<br />311"WOOD PANELS
<br />8000
<br />(2)1/2" WOOD PANELS
<br />80
<br />(2) 12" WOOD PANELS
<br />90
<br />2z LUMBER
<br />LSTA12 20 GAUGE
<br />t X,,2 HDG COMMON NAILS.
<br />® EAGH END TOTAL OF 10
<br />'M
<br />LVIJIJOIST WITH
<br />BACKER BLOCK
<br />HTT4 W/ SW A.S. WITH
<br />MIN. T' EMBEDMENT
<br />TO SLAB & (18)16d x
<br />2-1/T' NAILS TO POST.,
<br />POST TO SIT DIRECTLY
<br />ON SLAB
<br />5� LVL/WOOD POST CONNECTIONS
<br />SCALE-
<br />A - SIMPSON IUS1.81/16 G 11400 USE, U < 70 LBS W/ (2) 314" WEDGE-BOLT/J-BOLT, 5" MIN.
<br />EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241
<br />B - SIMPSON IUS2.37/16 G < 1400 USE, U < 70 LBS W/ (2) 3/4'- WEDGE-BOLT/JSOLT, 5" MIN.
<br />EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241
<br />C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS W/ (4) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN.
<br />EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-l/7' GALV. NAILS TO JOIST
<br />FL#17241
<br />D - SIMPSON HHUS7.25/10 G c 4140 USE, 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'" WEDGE-BOLT/J-BOLT, 5" MIN.
<br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) tOdx1-1/7' GALV. NAILS TO JOIST
<br />FL#17241
<br />WOOD LEDGER
<br />9 ATTACHMENT DETAIL
<br />SCALE: 3/4"=1' 0-
<br />8'-0" MAX (W/1X4)
<br />� R 10'-0" MAX (W/2X4)
<br /># 1100 UPLIFT SIMPSON -
<br />HTSM20 W/10 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/1010d TO
<br />TRUSS AND (4)1/4" x 2114'
<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 & 7' APART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />3 SCALE:314"=l'-a,
<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 />lx4 BTM. CHORD BRACING 6-a' O/C —� —END WALL OR OTHER
<br />MAX., OR 214 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 />`+ SCALE: 3/4"=V-0"
<br />(2) 2X4 N0.2 SYP DIAG. —
<br />BRACE W/ (3)12d 0 EA
<br />TRUSS(DIAG. BRACE TO
<br />COVER 5 TRUSSES)
<br />O'-0" TO 30--0" (1)'X' BRACE
<br />30'-l" TO 60'-0 (3)'0C' BRACE
<br />(1) "X" 8RACE @ 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 REQ.
<br />2x4 BLOCKING BETWEEN
<br />TRUSSES WHERE
<br />X43RACING IS PRESENT AT
<br />4'-0" O.C. (AT SHEATHING
<br />SEAMS)
<br />SECURE 218 PT. PLATE
<br />TO BLK W/ 177' 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 2z8
<br />P.T. PLATE W/ 12d's 8"
<br />O.C. MAX
<br />CONT. 2z4 SECURED W/
<br />(2)1Od's a EACH TRUSS
<br />TO BE INSTALLED 0
<br />1 D_y, O.C. MAX.
<br />BLOCK WALL W/ GABLE END
<br />PRE-ENG'D TRUSS SCALE:3/4"=1'-a'
<br />24„
<br />24' MAX. w/ (JOIST
<br />END
<br />8" MAX.
<br />SW
<br />NG
<br />END wA-JOIST
<br />ACIN
<br />SEE FRAMING PLAN
<br />TVP TYP
<br />P
<br />END of
<br />MAX MAX MAX
<br />LEDGER BD.
<br />7
<br />THE USE OF ALTERNATE MATERIALS MAY BE
<br />'re (22
<br />ERYBOPARTD
<br />111 PROM
<br />USED SO LONG AS THEY CONFORM TO THE
<br />BOLT/J-BOLT W/ 2 LdD
<br />W. SHCREMBED. W H
<br />I. ENSURE THAT EXP.
<br />BOARDTo90LTUEOLTW2'
<br />BE USED WITH IJOI6T
<br />MIN. EMBED. (TYP) I-018T
<br />. (TYP)
<br />BOLT81JAOLTS ARE PLACED
<br />MIN. EMBED. MP)
<br />FOLLOWING
<br />INTO GROUTED CELLS, S' ALL
<br />AROUND BOLT.
<br />2. SPLICE OF FRONT AND REAR
<br />LEDGER SHOULD LAP A MIN OF
<br />2 NO.
<br />3. ALL BOLTS TO RAVE WASHERS
<br />4. EXP. 8OLTS/J-BOLTS SHOULD
<br />NOT BE ANY CLOSER THAN B'
<br />? O/C.
<br />S. ONLY LEDGER IN DIRECT
<br />(2) 2X8CONTACT
<br />(REAR LEDGER) WITH
<br />SYP PTACMU
<br />REQUIRED TO BE P.T.
<br />FRONT
<br />LEDGER
<br />m
<br />(2) 2(72
<br />SVP Ff
<br />REAR
<br />EDGER
<br />FLOOR JOIST LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />E109ACM
<br />CENIR&WACM
<br />A
<br />DOUBLE SYP 2x8
<br />1/2"
<br />W MAX.
<br />24" O/C MAX.
<br />B
<br />DOUBLE SYP 2x12
<br />(2) 34'
<br />W MAX.
<br />24" O/C MAX.
<br />I -JOIST WOOD LEDGER DETAIL
<br />10 SCALE: 3/4"=T-0"
<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, 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 />11 ALTERNATE MATERIALS
<br />SCALE: 3(4"=V-V'
<br />i441 N. RONALD REAGAN BL
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-774-4078
<br />www.abdesigngroup.com
<br />L AA #: 0003325
<br />b
<br />SUDDIV. Sc f oT:
<br />ABBOTT PARK
<br />LOT #8
<br />BLK #11
<br />PR.OJSCT
<br />04181.009-08111
<br />MODRU
<br />3EEB
<br />"2260-ELSTON"
<br />GARAGE BVnNG:
<br />LEFT
<br />PAGE:
<br />DETAILS
<br />(I —JOIST)
<br />160 MPH EXP. C
<br />
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