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A41)USP 14TA16 TRUSS ANCHOR WITH (9)
<br />10d x 1 10TO TRUSS. FL#17680
<br />6-(2) USP HTA16 TRUSS ANCHOR WITH (9)
<br />1 Od x 1 1/2" TO TRUSS EA STRAP. FL#17680
<br />DBL STRAP, 1 EACH SIDE WRAPS UP AND
<br />OVER TRUSS (NOT SHOWN)
<br />lx2, 2x WOOD FASCIA SEE ARCHITECTURAL
<br />2x SECURED W/ (3) i6d
<br />GALV. COMMON NAILS.
<br />lx2 SECURED W/ iOd
<br />GALV. COMMON NAILS
<br />12"O/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFIWALUFLOOR
<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 TRUSS
<br />ANCHOR REQUIREMENTS.
<br />ENGINEERED WOOD
<br />TRUSSES 0 24" O/C,
<br />SUBMIT SHOP DRAWINGS
<br />FOR REVIEW
<br />AND APPROVAL
<br />A ALLOWABLE UPLIFT = U:1870 LBS, L:71 OLBS (1 STRAP)
<br />B ALLOWABLE UPLIFT = U:2430 USE, LA 310LBS (2 STRAPS)
<br />1A 1B TYPICAL TRUSS/ -
<br />GIRDER CONNECTOR(S)
<br />8m
<br />Mcm BLOCK
<br />M*Cm $S
<br />4500
<br />3l4" WOOD PANELS
<br />6000
<br />(2) 1/2" WOOD PANELS
<br />60
<br />(2)1/2" WOOD PANELS
<br />90
<br />2x LUMBER
<br />3/4" T & G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG WOIST
<br />518" GYPSUM BOARD OR 1/2" 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 />4 I -JOIST CONNECTION L.B.W.
<br />SCALE: 3/4"=f-G" (NO UPLIFT)
<br />OUTER 1/3
<br />SPAN ONLY
<br />ENGINEERED WOOD TRUSSE
<br />PLYWOOD SHEATHING, SEE
<br />24" OlC, SUBMIT SHOP
<br />"ROOF/WALLIFLOOR
<br />DRAWINGS FOR REVIEW
<br />SHEATHING
<br />AND APPROVAL
<br />FASTENER SCHEDULE"
<br />USP HTA16 TRUSS ANCHOR
<br />TH (9)10d x 1 in" NAILS TO
<br />NOTE: A PT SYP #2 2" x 4",
<br />USS EA. PROVIDE 4" MINIMUM
<br />6", 8" x V-V' MAY BE ADDED
<br />INCRETE EMBEDMENT. OBL
<br />Wl 10d NAILS, 2 ROWS, 3"
<br />RAP, 1 EACH SIDE WRAPS UP
<br />O/C TO FACILITATE ONE
<br />ID OVER TRUSS (NOT
<br />ADDITIONAL PLY MAX. TO
<br />OWN)
<br />ACCOMMODATE GIRDER
<br />ED IN CONJUNCTION WITH
<br />TIEDOWN REQUIREMENTS.
<br />AVY UPLIFT CONNECTOR
<br />DEPTH 1/4"0
<br />—HOLE EDGE >SW n1
<br />—HOLE DIAMETER
<br />< 2/5•D SGL. STUD
<br />L- (A) USP LUGT2 W/ (5) 1/4"x3" POWERS
<br />WEDGE BOLT& (16)16 GALV. NAILS TO
<br />TRUSS (2PLY) #FL17240 (NOT SHOWN)
<br />(6) USP RFUS STEEL CONNECTOR WITH (4)
<br />314N6" WEDGE BOLTS AND
<br />112, 2x WOOD FASCIA
<br />(12) WS3 SCREWS FL#6223
<br />SEE ARCHITECTURAL
<br />2x SECURED Wl (3)16d
<br />GALV. COMMON
<br />NAILS. IF 4 BOLTS ARE USED
<br />lx2 SECURED W/
<br />10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED
<br />GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS
<br />12" 0/C
<br />SEE SCHEDULE
<br />A ALLOWABLE UPLIFT = U:3980 LBS, LA785 LBS (2PLY)
<br />B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS)
<br />TYPICAL ROOF
<br />2A
<br />2B
<br />GIRDER CONNECTORS)
<br />LSTA12 20 GAUGE
<br />W/ 1Gdxtn HOG COMMON NAILS.
<br />EACH END TOTAL OF 10
<br />LVUI-JOIST WITH
<br />BACKER BLOCK
<br />HTT16 W/ 5/8" A.B. WITH
<br />MIN. T' EMBEDMENT
<br />TO SLAB & (20) 16d x
<br />2-in" NAILS TO POST.,
<br />POST TO IT
<br />DIRECTLY
<br />ON SLAB
<br />a• ,
<br />astB
<br />TNDOESS
<br />4500
<br />3M' WOOD PANELS
<br />6000
<br />(2)12" WOOD PANELS
<br />80
<br />(2)1n' WOOD PANELS
<br />1q
<br />2k LUMBER
<br />LVUWOOD POST CONNECTIONS
<br />5 SCALE: 3l4"=1'-0"
<br />I��m�=�!I==
<br />��n���hlJi�Ilh�
<br />HOLE EDGE -5/8"
<br />A- USP TFLi716 G < 1230 LBS, U < 140 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN.
<br />EMBED (6) 10d GALV. COMMON NAILS TO HEADER AND (2)10dx1-1n" GALV. COMMON
<br />_
<br />NAILS. TO JOIST FL#17241
<br />S - USP TFL2316 G < 1230 LBS, U < 140 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN.
<br />EMBED (6)1Od GALV. COMMON NAILS TO HEADER AND (2)10dx1-1n" GALV. COMMON
<br />NAILS. TO JOIST FL#17241
<br />88 - USP THF23160 G < 1335 LBS, U < 140 LBS W/ (2) 314^ WEDGE-BOLT/J-BOLT, 5" MIN.
<br />EMBED (22)10d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1n" GALV. COMMON
<br />BTM. HOLE DIAMETER
<br />NAILS. TO JOIST ""7241
<br />PLATE < 3/5"D DBL. STUD
<br />C - USP TH035160 G < 2280 LBS, U < 265 LBS W/ (4) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN.
<br />EMBED (12)1Gd GALV. COMMON NAILS TO HEADER AND (2) 1 Odx1-1n" GALV. COMMON
<br />NAILS. TO JOIST FLNIT241
<br />D - USP HBPH7116 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4- WEDGE43OLT/J-BOLT, 5" MIN.
<br />EMBED (16) 1Gd GALV, COMMON NAILS TO HEADER AND (10)16d GALV. COMMON NAILS
<br />TO JOIST FL#25749
<br />WOOD LEDGER
<br />STUD NOTCHING
<br />%1 ATTACHMENT DETAIL
<br />AND BORING LIMITS
<br />`9 SCALE: 3/4"=1'4Y
<br />6'4" MAX (W/1X4)
<br />�,OR 10'-0" MAX (W/2X4) 11
<br /># 1175 UPLIFT USP -
<br />HTWM20 W/1010d TO
<br />TRUSS AND (4)114" x 2 1/4"
<br />TAPCONS TO CONT
<br />POURED LINTEL
<br /># 1900 UPLIFT (2) USP
<br />HTWM20 INSTALLED ON
<br />OPPOSITE FACES OF
<br />BLOCK WALL WAD 10d TO
<br />TRUSS AND (4)114" x 2 1/4"
<br />TAPCONS TO CONT
<br />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"=V-(r
<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 —J `-END WALL OR OTHER
<br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF
<br />10'-0" OIC MAXSECURED W/ (2) 10d DEPICTED SEE PLAN
<br />COMMON NAILS AT EACH CHORD �+ p �L
<br />INTERSECTION TYP. ^ BTM. CHORD BRACING
<br />r 1
<br />SCALE: 3/4"=1'-0"
<br />B" MAX 24'MA%. w1I,1018T 81 END
<br />SPACING
<br />END w/WOIST TVP TVP
<br />ACIN SEE FRAMING PLAN EG ZE
<br />MAX MAX " MAX LEDGER BD.
<br />1YP IXP. (2) 2x8 SYP P.T. d FROM
<br />(2) 2X12 SYP P.T. 3/I' EXP.
<br />BOLTIJEOLT W/7 LEOGERBOARD LEDGER BOARD TO BOLT/JOLT W/ 2'
<br />WASHERS TO BE USED 1. ENSURE THAT IXP. BE USED WITH I -JOIST WASHER 851Y2'
<br />MIN. EMBED. (TYP) WITH (JOIST BOLTSIJ-BOLTS ARE PLACED MIN. EMBED. (TYP)
<br />INTO GROUTED CELLS, 8' ALL
<br />AROUND BOLT. FRONT
<br />2. SPLICE OF FRONT AND REAR LEDGER
<br />LEDGER SHOULD LAP A MIN OF
<br />2 4'-T, Z
<br />to 3. ALL BOLTS TO HAVE WASHERS (2) 2X12 10 g
<br />4. IXP. SOLTS,43OLTS SHOULD SYP 1
<br />NOT BE ANY CLOSER THAN 8'
<br />Z aC.go
<br />2
<br />S. ONLY LEDGER IN DIRECT
<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 SPACING
<br />CEMRALSPACINB
<br />A
<br />DOUBLE SYP 2x8
<br />112"
<br />8" MAX.
<br />24" O/C MAX.
<br />B
<br />DOUBLE SYP 2x12
<br />(2) 34'
<br />8" MAX.
<br />24" O/C MAX.
<br />10 I -JOIST WOOD LEDGER DETAIL
<br />SCALE: 3/4"=1'-X
<br />(2) 2X4 No.2 SYP DIAG, —
<br />BRACE W/ (3) 12d @ EA.
<br />TRUSS (DIAG. BRACE TO
<br />COVER 5 TRUSSES)
<br />0'4" TO 30'-W (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 (AS PER
<br />TRUSSENG)
<br />SEE SCHEDULE FOR
<br />BOND BEAM REQ.
<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 Wl in" 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 8"
<br />O.C. MAX
<br />CONT. 2x4 SECURED W/
<br />(2)10d's 0 EACH TRUSS
<br />TO BE INSTALLED @
<br />W-O" O.C. MAX.
<br />7 BLOCK WALL W/ GABLE END
<br />PRE-ENG D TRUSS SCALE:34"=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 IN 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 USP RTiSA (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl,
<br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
<br />SUBJECT TO Fl AND F2 FORCES.
<br />SAAJERNNATE MATERIALS
<br />SCALE: 314"=l'-0"
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD,FL32750
<br />PH: 407-714.6078
<br />FAX: 407-774-4078
<br />www.abdosigngroup.com
<br />L AA #: 0003325
<br />h
<br />Is
<br />Z
<br />Y
<br />5
<br />BUTHDI`I. ae L/OT:
<br />ABBOTT PARK
<br />LOT #27
<br />BLK #8
<br />PROJECT/
<br />04181.000-27083
<br />MODEL&
<br />4EHB
<br />"2605- HAYDEN"
<br />OARAOE 81111/IMO:
<br />LEFT
<br />PAGE:
<br />DETAILS
<br />(I -JOIST)
<br />160 MPH EXP. C
<br />1DA 11/26/19
<br />aCAL,E: 1/4"=1'-0"
<br />a*IEET
<br />S3.1A
<br />
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