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A-Q) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9) 10d x 1 }'NAILS TO TRUSS
<br />B42) 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 SHOWN)
<br />C_,1) 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 />ix2, 2x WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />2x SECURED W/ (3)16d
<br />GALV. COMMON NAILS.
<br />1x2 SECURED W/ 10d
<br />GALV. COMMON NAILS
<br />17 on
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFNVALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE'
<br />NOTE: A PT SYP #2 7' x 4',
<br />6', W x 4'4Y' 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, L:770 LBS (1 PLY)
<br />B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LSS (2 OR 3 PLY)
<br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY)
<br />1A11 1 B 1 C NPICAL TRUSS/
<br />GIRDER CONNECTOR(S) SCALE:34"=1' "
<br />8
<br />BACKER BLOCK
<br />THICK) 8
<br />4500
<br />3/4" WOOD PANELS
<br />6000
<br />12)12" WOOD PANELS
<br />60
<br />(2) 12" WOOD PANELS
<br />90
<br />2x LUMBER
<br />3/4" T & G SUBFLOOR GLUED AND
<br />SCREWED ASPER SCHEDULE
<br />PRE-ENG (JOIST
<br />5/8" GYPSUM BOARD OR 12" HIGH
<br />STRENGTH CLG. BOARD
<br />SECURE I -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 />177GYP. WL. BD,
<br />SEE SHEET S1.1A FOR
<br />NAIL SIZE AND PATTERN
<br />I -JOIST CONNECTION L.B.W.
<br />4 scALE:3/4"=V-0" (NO UPLIFT)
<br />OUTER 113 OF
<br />SPAN ONLY
<br />BTM. -
<br />PLATE
<br />DEPTH 1/4•D
<br />—HOLE EDGE >5/8"
<br />—HOLE DIAMETER
<br /><2/5'D SGL. STUD
<br />HOLE EDGE >5/6'
<br />HOLE DIAMETER
<br />315•0 DBL. STUD
<br />STUD NOTCHING
<br />AND BORING LIMITS
<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) 1 Od 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 />"ROOFNVALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: APT SYP #22"x4",
<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 GIRDER
<br />TIEDOWN REQUIREMENTS.
<br />L-A41) SIMPSON LGT3SOS2.5 GIRDER TIEDOWN
<br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SOS
<br />}" x 2 }" TO GIRDER
<br />B-0) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2)} x 5' TITEN HD TO CMU AND (18) SIDS }" x
<br />1x2, h WOOD FASCIA
<br />3" TO GIRDER
<br />SEE ARCHITECTURAL
<br />2x SECURED W/iLtl
<br />C{2)SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />GALV. COMMON NAILS.
<br />(2) J" x 57ITEN HO TO CMU AND (18) SIDS �' X 3"
<br />1x2 SECURED W/tOtl MASONRYBOND
<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, 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 LSS (2 PLY MIN.)
<br />2A 26 2C TYPICAL ROOF scA
<br />GIRDER CONNECTOR(§)
<br />8�
<br />BACKERROCK
<br />7lICIBi886
<br />4500
<br />3/4" WOOD PANELS
<br />8000
<br />(2)12" WOOD PANELS
<br />60
<br />(2) 12" W000 PANELS
<br />90
<br />2.LUMBER
<br />LSTA122'GA UGE
<br />W/ 11112 HDG COMMON NAILS.
<br />a EACH END TOTAL OF 10
<br />LVL/IJOIST WITH
<br />BACKER BLOCK
<br />Lo HTT4 Wl 5/6' A.B. WITH
<br />MIN. T' EMBEDMENT
<br />TO SLAB & (18)16tl z
<br />2-1(Y' NAILS TO POST.,
<br />POST TO SIT DIRECTLY
<br />ON SLAB
<br />�LVL/WOOD POST CONNECTIONS
<br />.7 SCALE: 3/4"=T-O
<br />A- SIMPSON IUS1.81/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4- 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 LBS, U <701BS W/12)3/4"" WEDGE-BOLT/J-BOLT, 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) 314° WEDGE-BOLT/J-BOLT, 5" MIN.
<br />EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-12" GALV. NAILS TO JOIST
<br />FL#17241
<br />D - SIMPSON HHUS7.25/10 G <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/ (B) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN,
<br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) IOCW-112" GALV. NAILS TO JOIST
<br />FL#17241
<br />WOOD LEDGER
<br />9 ATTACHMENT DETAIL
<br />SCALE: 3/4"=1'-0"
<br />5'-0" MAX (W/1X4)
<br />OR 10'-0" MAX (W/2X4)
<br /># 1100 UPLIFT SIMPSON
<br />HTSM20 W/1010d TO
<br />TRUSS AND (4)1/4" x 2 14'
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br />1111900 UPLIFT (2) SIMPSON
<br />HTSM20 INSTALLED ON
<br />OPPOSITE FACES OF
<br />BLOCK WALL W/10 1Od TO
<br />TRUSS AND (4)114" 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 />7' COVER & 7' APART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />3 SCALE: 3/4"=1'-D'
<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'-U' (1) "X" BRACE
<br />30'-1" TO 60'-0 (3)'X' BRACE
<br />(1) "X" BRACE ® CENTER
<br />(2)'x' BRACE DIVIDED EQUALLY
<br />FROM CENTER TO END.
<br />2x WOOD FASCIA, -
<br />1x4 DIAGONAL
<br />SEE ARCHITECTURAL
<br />BTM. CHORD
<br />PRE-ENG GABLE TRUSS—�
<br />BRACING, SEE
<br />PLAN FOR LOCATION
<br />STIFFBACK (AS PER —�
<br />MAY NOT BE
<br />REQUIRED
<br />TRUSS ENG)
<br />BTM. CHORD OF
<br />WOOD ROOF TRUSSES
<br />SEE SCHEDULE FOR
<br />BOND BEAM REQ.
<br />IX4 BTM, CHORD BRACING 6'-0" O/C —� - --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
<br />BTM. CHORD BRACING
<br />0 SCALE: 3/4"=T-a'
<br />2x4 BLOCKING BETWEEN
<br />TRUSSES WHERE
<br />XSRACING IS PRESENT AT
<br />4-9- O.C. (AT SHEATHING
<br />SEAMS)
<br />SECURE 2x PT. PLATE
<br />TO BLK W/ 1/7' DIA
<br />ANCHOR BOLT W/ 7'
<br />WASHER SET UJ HIGH
<br />STRENGTH EPDXY 6'
<br />MIN, EMBED, AT 37' OC
<br />MAX.
<br />SECURE GABLE TO 2X8
<br />P.T. PLATE W/ 12d's 6"
<br />O.C. MAX
<br />CONT. 2x4 SECURED W/
<br />(2)1Dd's ® EACH TRUSS
<br />TO BE INSTALLED 0
<br />10'-0" O.C. MAX.
<br />BLOCK WALL W/ GABLE END
<br />PRE-ENG'D TRUSS SCALE 3/4"=1'-fP'
<br />24"
<br />24"MAX. W(JOIST
<br />8* END
<br />8" MAX.
<br />SPACING
<br />END wA-JOIST
<br />ACIN
<br />SEE F AMING PLAN
<br />TYP TYP
<br />P
<br />END OF
<br />MAX MAX
<br />MAXZ
<br />LEDGER BD.
<br />.1
<br />THE USE OF ALTERNATE MATERIALS MAY BE
<br />) 2X8 BYP P.T.W
<br />�2EDGER
<br />EDGE
<br />LOGIER
<br />P.
<br />BOLT/ J-BOLTW/7
<br />USED SO LONG AS THEY CONFORM TO THE
<br />BOLTN-BOLTVW
<br />WASHER & 512"
<br />BOARD
<br />TO BE USED
<br />1. ENSURE THAT EXP
<br />BOARDTO
<br />BE USED WITH IJOIST
<br />WASHER 8 5 la'
<br />MIN. EMBED.(lYP)
<br />WITH (JOIST
<br />BOLTSLI-BOLTS ARE PLACED
<br />MIN. EMBED. OYP)
<br />FOLLOWING
<br />INTO GROUTED CELLS, B" ALL
<br />AROUND BOLT.
<br />HA H
<br />2. SPLICE OF FRONT AND REAR
<br />LEDGER SHOULD LAP A MIN OF
<br />Z
<br />3. .
<br />3. ALL BOLTS TO HAVE WASHERS
<br />4. SHOULD
<br />T B ANYBOLTSIJ.BOLTS
<br />NOT BE ANY CLOSER THAN 8'
<br />Z
<br />O/C.
<br />g
<br />5. ONLY LEDGER INDIRECT
<br />(2) 2X8
<br />SYP PT
<br />CONTACT (REAR LEDGER) WITH
<br />CMU REOUIRED TO BE P.T.
<br />FRONT
<br />LEDGER
<br />s'
<br />(2) 2X12
<br />SYP Pt
<br />REAR
<br />LEDGER
<br />FLOOR JOIST LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />END BPACIp
<br />CENTRAL SPACING
<br />A
<br />DOUBLE SYP 2X8
<br />12"
<br />8" MAX.
<br />24" O/C MAX.
<br />B
<br />DOUBLE SYP 2X12
<br />(2) 3/4"
<br />W MAX.
<br />24" O/C MAX.
<br />10 I -JOIST WOOD LEDGER DETAIL
<br />SCALE: 3/4"=1'-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 (F1 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 />ALTERNATE MATERIALS
<br />SCALE: 3/4"=1'-0"
<br />1441 N. RONALD REAGAN BI
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-774-4078
<br />wwwabdosigngroup.com
<br />L AA M: 0003325
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<br />W
<br />O
<br />is
<br />k4
<br />0
<br />I
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<br />fill
<br />11
<br />is
<br />SVBDIV. As LOT:
<br />ABBOTT PARK
<br />LOT #32
<br />BLK #12
<br />PROJECT*
<br />04181.000- 32121
<br />MODEL
<br />3EEB
<br />"2260-ELSTON"
<br />GARAGE 8WIPJG:
<br />LEFT
<br />PAGE:
<br />DETAILS
<br />(I -JOIST)
<br />%160 MPH EXP. C
<br />
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