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{1) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9)1 Od x 1 } NAILS TO TRUSS
<br />{2) 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 />JI) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />(16) 10d x 31" NAILS TO GIRDER AND
<br />(2) SIMPSON HETA16 TRUSS ANCHORS
<br />WITH (12)1 Sd x 3 }" NAILS TO GIRDER
<br />1x2, 2x WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />2x SECURED W/ (3)16d
<br />GALV. COMMON NAILS.
<br />lx2 SECURED W/ 10d
<br />GALV. COMMON NAILS
<br />12" O/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFMALLIFLOOR
<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 @ 24" O/C,
<br />SUBMIT SHOP DRAWINGS
<br />FOR REVIEW
<br />AND APPROVAL
<br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LEIS (1 PLY)
<br />B ALLOWABLE UPLIFT = U2365 LBS, LA430 LBS (2 OR 3 PLY)
<br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY)
<br />1a 1b 1c TYPICAL TRUSS/ SCALE: 314 =1'-U
<br />GIRDER CONNECTOR(S)
<br />3/4" T 8 G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG WOIST
<br />5/8" GYPSUM BOARD OR 1/2" HIGH
<br />STRENGTH CLG. BOARD
<br />SECURE WOIST 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 />BB�S TH#BOESB PROVIDE DBL. TOP PLATE
<br />4500 3/4" WOOD PANELS PROVIDE BLOCKING
<br />6000 (2) 1/2" WOOD PANELS 1/2' GYP. WL. BD.
<br />60 (2) 1/2- WOOD PANELS
<br />90 2x LUMBER
<br />a.
<br />a'
<br />r,_'�I-JOIST CONNECTION @ L.B.W.
<br />Y scALE:314"=1'-0" (NO UPLIFT)
<br />NOTCH DEPTH 1/4"D
<br />GE �5I8"
<br />METER
<br />L. STUD
<br />OUTERiq
<br />SPAN HOLE EDGE -W"
<br />04,
<br />HOLE DIAMETER
<br />< 3/5"D DBL. STUD
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />$ SCALE: i 112„=i,-0i
<br />@ 24" O/C, SUBMIT SHOP
<br />DRAWINGS FOR REVIEW
<br />AND APPROVAL
<br />(1) SIMPSON HETA16
<br />TRUSSANCHOR WITH
<br />(9) 10d x 1 J" 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 />"ROOFMALUFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 2" x 4",
<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 />�A4,) SIMPSON LGT3SOS2.5 GIRDER TIEDOWN
<br />WITH (4) t" x 5" TITEN HD TO CMU AND (12) SDS
<br />}'x2} TO GIRDER
<br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2) }'x 5" TITEN HD TO CMU AND (18) SDS }' x
<br />2x WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />3" TO GIRDERlx2,
<br />2x SECURED W/ (3)16d
<br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />GALV. COMMON NAILS.'
<br />(2) }" x 5'TITEN HD TO CMU AND (18) SDS }" 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 />12" OIC SEE SCHEDULE
<br />SOLID, S" 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 s
<br />2c TYPICAL ROOF
<br />GIRDER CONNECTOR(S)
<br />8�
<br />BACHERBLOD(
<br />THN79E88
<br />4500
<br />3I1' WOOD PANELS
<br />6000
<br />(2) 1/2" WOOD PANELS
<br />60
<br />WOOD PANELS
<br />BO
<br />2x LUMBER
<br />LSTA12 20 GAUGE
<br />W/ 10dx1/2 HOG COMMON NAILS.
<br />10 EACH END TOTAL OF 10
<br />LVL/IJOIST WITH
<br />BACKER BLOCK
<br />HTT4 W/ 518" A.B. WITH
<br />MIN.7" EMBEDMENT
<br />TO SLAB 6 (18) 16d x
<br />2-1/2" NAILS TO POST.,
<br />POST TO SIT DIRECTLY
<br />ON SLAB
<br />A _ C
<br />LVUWOOD POST CONNECTIONS
<br />5
<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) 1 Odxl -112- GALV. NAILS. TO JOIST
<br />FL#17241
<br />B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 314- WEDGE-BOLT/J-BOLT, 5" MIN.
<br />EMBED (14)1 Od GALV. COMMON NAILS TO HEADER AND (2) 1 Odx1-112" GALV. NAILS TO JOIST
<br />FL#17241
<br />C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS W/ (4) W4!' WEDGE-BOLTIJ-BOLT, 5" MIN.
<br />EMBED (24) 1Sd GALV. COMMON NAILS TO HEADER AND (2)1 Odx1-12" 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 WI (8) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN.
<br />EMBED i 6d GALV. COMMON NAILS TO HEADER AND (2)1 Odx1-112' GALV. NAILS TO JOIST
<br />FL#17241
<br />WOOD LEDGER
<br />�� ATTACHMENT DETAIL
<br />5 SCALE: 3/4"=1'-0"
<br />6'-0" MAX (W/1X4)
<br />1. OR 10'-0" MAX (W/2X4)*
<br /># 1100 UPLIFT SIMPSON —
<br />HTSM20 W/1010d TO
<br />TRUSS AND (4)1/4" x 2114"
<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 1/4"
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br />PREENG TRUSS
<br />CONTINUOUS BOND BEAM
<br />TITEN 2 ANCHORS MIN.
<br />2" COVER 8 2" APART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />3 SCALE: 3l4"=1'-0'
<br />(2) 2X4 No.2 SYP DIAG. —
<br />BRACE W/ (3) 12d 0 EA.
<br />TRUSS .(OIAG. BRACE TO
<br />COVER 5 TRUSSES)
<br />V-0" TO 30'-0" (1) "X" BRACE
<br />W-1" TO 60'-0 (3)'X" BRACE
<br />(1)'X' BRACE @ CENTER
<br />(2)'OC BRACE DIVIDED EQUALLY
<br />FROM CENTER TO END.
<br />2x WOOD FASCIA, -
<br />lx4 DIAGONAL
<br />SEE ARCHITECTURAL
<br />PRE-ENG GABLE TRUSS—�
<br />BRACING, SEE
<br />PLAN FOR LOCATION
<br />STIFFBACK (ASPER
<br />MAY NOT BE
<br />REQUIRED
<br />TRUSS ENG)
<br />BTM. CHORD OF
<br />WOOD ROOF TRUSSES
<br />1x4 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 p �+
<br />INTERSECTION TYP. BTM" CHORD BRACING
<br />6 SCALE: 3/4"=7'-O"
<br />24" 24" MAX. w/ WOIST SPACING
<br />8" MAX.
<br />END w/I-JOIST TYP TYP
<br />ACIN EE FRAMING LAN END E
<br />MAX MA% MA% LEDGER BD.
<br />12' EXP. i2) 2X85YP P.T. d EDGE ROM (2) 2,, SYP P.T. 3/4' EXP.
<br />BOLT/JEOLTW/2' LEEDGER BOARD LEDGER BOARD TO BOLT/J-BOLT W/ 2'
<br />WASHER851I2" TO BE USED 1. ENSURE THAT EXP. BE USED WITH( JOIST WASHER851I2"
<br />MIN. EMBED. (TYP) WITH WOIST BOLTS/J-BOLTS ARE PLACED MIN. EMBED. (FYP)
<br />INTO GROUTED CELLS, 8' ALL
<br />AROUND BOLT. FROMEl El
<br />2. SPLICE OF FRONT AND REAR LEDGER
<br />LEDGER SHOULD LAP A MIN OF
<br />Z 4'-T. Z
<br />oJ� 3. ALL BOLTS TO HAVE WASHERS (2)2X12
<br />4. EXP. BOLTSIJ�BOLTS SHOIRD SYP
<br />NOT BE ANY CLOSER THAN 8' PT
<br />Z O/C. 2
<br />oo— CONTACT5. ONLY
<br />LEDGET(REAR INDIRECT R i
<br />(2) 2X8 COMACT (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 />EMBPAgNO
<br />CBVTRAL8PAC77fi
<br />A
<br />DOUBLE SYP 2x8
<br />1/2"
<br />B" MAX.
<br />24" O/C MAX.
<br />B
<br />DOUBLE SYP 2x12
<br />(2) 3/4"
<br />8" MAX
<br />24" OIC MAX.
<br />I -JOIST WOOD LEDGER DETAIL
<br />1 O SCALE: 3/4"=l'-0"
<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 2x8 PT. PLATE
<br />TO BLK W/ 112" 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/,2d's 8"
<br />O.C. MAX
<br />CONT, 2x4 SECURED W/
<br />(2)10d's @ EACH TRUSS
<br />TO BE INSTALLED
<br />10'-0" O.C. MAX.
<br />BLOCK WALL W/ GABLE END
<br />PRE-EN&D TRUSS scALE:3a"=1'(Y'
<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 HI GA 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 FI AND F2 FORCES.
<br />11 ALTERNATE MATERIALS
<br />SCALE: 3/4"=V-0"
<br />1441 N. RONALD REAGAN BLVD
<br />LONGWOOD, FL 32750
<br />PH:407-774,6078
<br />FAX: 407-774-4078
<br />www,abdesigngroup.com
<br />AA #: 0003325 A
<br />d
<br />6
<br />o
<br />C
<br />M
<br />IE
<br />aunDly as IAT:
<br />ABBOTT PARK
<br />LOT #1
<br />BLK" #9
<br />PROJECTIp
<br />04181.000-01091
<br />MODEIa
<br />4EHB
<br />"2605- HAYDEN"
<br />GARAGE 81RNG:
<br />LEFT
<br />PAGE:
<br />DETAILS
<br />(I -JOIST)
<br />160 MPH EXP. C
<br />r"PRAIll" 8/15/20
<br />8CALE: 1/4"=1'—O"
<br />•*IFFY
<br />S3.1A
<br />
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