|
ql) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(0)1 Od x 1 } NAILS TO TRUSS
<br />-(2) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(12) 16d x 1 J" 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 }'NAILS TO GIRDER AND
<br />(2) SIMPSON HETAi6 TRUSS ANCHORS
<br />WITH (12)16d x 3 }' NAILS TO GIRDER
<br />?, 2x WOOD FASCIA
<br />E ARCHITECTURAL
<br />SECURED W/ (3)16d
<br />,LV. COMMON NAILS.
<br />? SECURED W/ IOd
<br />,LV. COMMON NAILS
<br />' O/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFM/ALUFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: APT SYP #22"x4",
<br />6", 8" x 4'-W 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, 1-: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 12 PLY)
<br />TYPICAL TRUSS/
<br />1a 1b 1c GIRDER CONNECTOR(S)
<br />�$
<br />B1YC1®t6LOCK
<br />TIIpQ�6
<br />4500
<br />3WWOOD PANELS
<br />6000
<br />(2)1/2" WOOD PANELS
<br />60
<br />(2)12' WOOD PANELS
<br />90
<br />2. LUMBER
<br />3/4" T & G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG IJOIST
<br />5/8" GYPSUM BOARD OR 112" 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 DBL. TOP PLATE
<br />PROVIDE BLOCKING
<br />1/2" GYP. WL. BD.
<br />I -JOIST CONNECTION @ L.B.W.
<br />Y BCALE:3/4"=V-0" (NO UPLIFT)
<br />OUTER 113 (
<br />SPAN ONLY
<br />PLATE
<br />DEPTH 114"0
<br />—HOLE EDGE >5/8"
<br />—HOLE DIAMETER
<br />< 2/5"D SGL. STUD
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />EDGE >518"
<br />HOLE DIAMETER
<br />< W5"D DBL. STUD
<br />ENGINEERED WOOD TRU
<br />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 i }'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 />"ROOFMJALUFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 2" x 4",
<br />6", 8" x W-O" 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 />�—A-(1) SIMPSON LGT3SOS2.5 GIRDER TIEDOWN
<br />WITH (4) J" x 5" TITEN HD TO CMU AND (12) SOB
<br />�' x 2 e TO GIRDER
<br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2) } x 5" TITEN HD TO CMU AND (18) SDS }" x
<br />lx2, 2x WOOD FASCIA
<br />3" TO GIRDER
<br />SEE ARCHITECTURAL
<br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />2x SECURED Wl (3)16d
<br />GALV. COMMON NAILS.
<br />(2) }" x 5'TITEN HD TO CMU AND (18) SIDS }" x 3"
<br />1x2 SECURED W/ tOd MASONRY BOND
<br />SCREWS TO GIRDER (EACH TIEDOWN)
<br />GALV. COMMON NAILS BEAM
<br />ENSURE THAT CELLS ARE GROUTED
<br />12" 0/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 />TI
<br />/500
<br />3/4" WOOD PANELS
<br />8000
<br />(2)12° WOOD PANELS
<br />80
<br />(2)1/2' WOOD PANELS
<br />90
<br />2x LUMBER
<br />LSTA72 20 GAUGE
<br />W/ 10, 112 HOG COMMON NAILS.
<br />EACH END TOTAL OF 10
<br />LVUI-JOIST WITH
<br />BACKER BLOCK
<br />HT74 W/ 518" A.B. WITH
<br />Llvj
<br />MIN. 7" EMBEDMENT
<br />TO SLAB & (18)'6d x
<br />2-1/2" NAILS T.P.-
<br />POST T.,
<br />TO SIT DIRECTLY
<br />ON SLAB44.
<br />LVL/WOOD POST CONNECTIONS
<br />5 SCALE: 3/4"=1'-0"
<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 AND (2) 10dxl-M" GALV. NAILS, TO JOIST
<br />FL#17241
<br />B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS WI (2) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN.
<br />EMBED (14)10d GALV. COMMON NAILS TO HEADER AND (2) 1 Odxl-iM" GALV. NAILS TO JOIST
<br />FL#17241
<br />C - SIMPSON MIU3.56/16 G < 29M LBS, U < 210 LBS W/ (4) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN.
<br />EMBED (24)1Bd GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2" GALV. NAILS TO JOIST
<br />FL#17241
<br />❑ - 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 MIU4.76/16 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)1Odx1-1/2" GALV. NAILS TO JOIST
<br />FL#17241
<br />WOOD LEDGER
<br />ATTACHMENT DETAIL
<br />9 SCALE: 3/4"=1'-0"
<br />6'-0" MAX (W/1X4)
<br />�,OR 10'-0" MAX (W/2X4)
<br /># 1100 UPLIFT SIMPSON —
<br />HTSM20 W/10 iOd TO
<br />TRUSS AND (4)1/4" x 2 1/4"
<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)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 />2" COVER & 2" APART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />3 SCALE: 3/4"=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 />lx4 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" 0/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN
<br />COMMON NAILS AT EACH CHORD �+ �L /+
<br />INTERSECTION TYR BTM. CHORD BRACING
<br />6 SCALE: 3/4"=1'-0"
<br />24 24° MAX. w/ WOIST 8" END
<br />SPACING
<br />8" MAX.
<br />END w/I-JOIST T
<br />SPACIN SEEF MINGPLAN TYP TVP P NO OF
<br />MA% MAX MAX LEDGER 80.
<br />12' IXP. (2) 2xB SYP P.T. d FROM (2) 2X12 SYP P.T. 3/4' IXP.
<br />BOLT/J-BOLTW/2" LEDGERBOARD W EDGE LEDGER BOARDTO BOLT/J-BOLT W/2'
<br />WASHER & 51/2" TO BE USED 1. ENSURE THAT EXP. BE USED WITH WOIST WASHER & 512'
<br />MIN. EMBED. (TYP) WITH IOOIST BOLTS/J-BOLTS ARE PLACED MIN. EMBED. (/YP)
<br />INTO GROUTED CELLS, 8" ALL
<br />AROUND BOLT, FROM
<br />2. SPLICE OF FROM AND REAR LEDGER
<br />LEDGER SHOULD LAP A MIN OF
<br />Z 4'-0', Z
<br />3. ALL BOLTS TO HAVE WASHERS (2) 2Xi2
<br />4. EXP. BOLTS/JaOLTS SHOULD SYP PT
<br />NOT BE ANY CLOSER THAN 8'
<br />O/c. i
<br />5. ONLY LEDGER IN DIRECT
<br />i R
<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 />END BPApNG
<br />CEN(RAL>�AC91a
<br />A
<br />DOUBLE SYP 2X8
<br />1/2"
<br />S" MAX.
<br />24" O/C MAX.
<br />B
<br />DOUBLE SYP 2x12
<br />(2) 3/4"
<br />8" MAX.
<br />24" O/C MAX.
<br />10 I -JOIST WOOD LEDGER DETAIL
<br />SCALE: 3/4"=V-0"
<br />(2) 2X4 No.2 SYP DIAG. —
<br />BRACE W/ (3) 12d @ EA.
<br />TRUSS (DIAG. BRACE TO
<br />COVER 5 TRUSSES)
<br />0'-0" TO 30'-0" (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 />SEE ARCHITECTURAL
<br />PRE-ENG GABLE TRUSS —�
<br />STIFFBACK (ASPER�
<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'-0" O.C. (AT SHEATHING
<br />SEAMS)
<br />SECURE 2x8 PT, PLATE
<br />TO BLK W11/2" DIA.
<br />ANCHOR BOLT W/ 2"
<br />WASHER SET IN HIGH
<br />STRENGTH EPDXY 6"
<br />MIN. EMBED. AT 32" OC
<br />MAX.
<br />SECURE GABLE TO 2x8
<br />P.T. PLATE W/ 12d's B"
<br />O.C. MAX
<br />CONT. 2X4 SECURED W/
<br />(2)10d's Q EACH TRUSS
<br />TO BE INSTALLED Q
<br />10'-0" O.C. MAX.
<br />BLOCK WALL W/ GABLE END
<br />PRE-ENG'D TRUSS SCALE: 314"=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 (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, Fl, AND F2
<br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
<br />SUBJECT TO Fl AND F2 FORCES.
<br />11 ALTERNATE MATERIALS__
<br />SCALE: 3/4"=V-0"
<br />•
<br />1441 N. RONALD REAGAN BLVD
<br />LONGWOOD,FL32750
<br />PH:407.774-6078
<br />FAX: 407.7744076
<br />www.abdeslgngroup.com
<br />AA #: 0003325
<br />F
<br />y
<br />M
<br />�
<br />a
<br />0
<br />BVHDrv. & I40T
<br />ABBOTT PARK
<br />LOT #10
<br />BLK #15
<br />PROJECT#1
<br />04181.000-10151
<br />MODELa
<br />4EHB
<br />"2605—HAYDEN"
<br />GARAGE 8TfWQ:
<br />RIGHT
<br />PAGE:
<br />DETAILS
<br />(I —JOIST)
<br />160 H E . C
<br />a:*.
<br />PUNT
<br />DATE* 08/13/20
<br />BCAL.E: 1/4"=1'-0"
<br />BitEET
<br />S3.1A
<br />
|