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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9)1 Od x 1 k NAILS TO TRUSS
<br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(12) 16d x 1 }" NAILS TO TRUSS
<br />DBL STRAP, i EACH SIDE WRAPS UP AND
<br />OVER TRUSS (NOT SHOWN)
<br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />(16) 1 Od x 3 J' 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 />tx2 SECURED W/ 10d
<br />GALV, COMMON NAILS
<br />12" O/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOF/WALUFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: APT SYP #22"x4",
<br />6", 8" x 4'-0" MAY BE ADDED
<br />W/ I Od 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" OIC,
<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 LBS (2 OR 3 PLY)
<br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY)
<br />88S_GllD_ERICAL TRUSS/
<br />CONNECTORS) -
<br />314" T & G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />�- PRE-ENG FLOOR TRUSS
<br />5/8" GYPSUM BOARD OR 1/2" HIGH
<br />STRENGTH CLG. BOARD
<br />SECURE TRUSS TO TOP PLATE w/ (2)
<br />16d 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 />a<
<br />a
<br />r,1FLOOR TRUSS CONNECTION @ L.B.W.
<br />`+ 6DALE:3/4"=V-0" (NO UPLIFT)
<br />NOTCH DEPTH 1/4'D
<br />HOLE EDGE >5/8"
<br />HOLE DIAMETER
<br />< 2/5'D SGL. STUD
<br />OUTER 1/3 f
<br />SPAN ONLY
<br />.dlk. —HOLE EDGE>5/8"
<br />BTM.-
<br />PLATE
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />O SCALE: 1 1/2"=1'-0"
<br />HOLE DIAMETER
<br />< 315'0 DBL. STUD
<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 e 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 />'ROOF/WALUFLOOR
<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/ I Od NAILS, 2 ROWS, 3"
<br />O/C TO FACILITATE ONE
<br />ADDITIONAL PLY MAX. TO
<br />ACCOMMODATE GIRDER
<br />TIEDOWN REQUIREMENTS.
<br />L—A{I) SIMPSON LGT3SOS2.5 GIRDER TIEDOWN
<br />WITH (4) g1" x 5" TITEN HD TO CMU AND (12) SOS
<br />}" x 2 }" TO GIRDER
<br />B{I) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />lx2, 2x WOOD FASCIA (2) J" x 5" TITEN HD TO CMU AND (18) SDS }" x
<br />SEE ARCHITECTURAL 3" TO GIRDER
<br />Zx SECURED W/ (3)16d C42) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />GALV. COMMON NAILS. (2) j" x 5"TITEN HD TO CMU AND (18) SDS }" x 3"
<br />lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN)
<br />GALV. COMMON NAILS BEAM SEE SCHEDULE ENSURE THAT CELLS ARE GROUTED
<br />12" OIC SOLID, 8" EACH WAY OF BOLTS
<br />A ALLOWABLE UPLIFT = 3285 LEIS (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 />LSTA12 20 GAUGE
<br />W/ 10dxl/2 HDG NAILS
<br />0 EACH END. TOTAL OF 10
<br />FLOOR
<br />GIRDER
<br />HTT4 W/ 5/8" A.B. WITH
<br />MIN. 7" EMBEDMENT
<br />TO SLAB & (18)16d x
<br />2-1/2" NAILS TO POST.,
<br />POST TO SIT DIRECTLY
<br />ON SLAB ---
<br />4zim 9
<br />n, 4
<br />GIRDER/WOOD POST CONNECTIONS
<br />5 SCALE: 3I4'=1'-W
<br />A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS WI (1) 314"" SIMPSON TITEN BOLT/J-BOLT, 5' MIN.
<br />EMBED (22)1 Sd GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS.
<br />B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4- SIMPSON TITEN BOLT/JSOLT, 5" MIN.
<br />EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS.
<br />C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS WI (2) 3/4" SIMPSON TITEN BOLT/JSOLT, 5"
<br />MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS.
<br />D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5"
<br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS.
<br />E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5"
<br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS.
<br />WOOD LEDGER
<br />9 ATTACHMENT DETAIL
<br />SCALE:: 3/4""=1'-0"
<br />6'-W MAX (WIIX4)
<br />,2R 10'-0" MAX (W/2X4))
<br /># 1100 UPLIFT SIMPSON -
<br />HTSM20 W/101 Od TO
<br />TRUSS AND (4)1/4" x 2 1/4"
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br />It 19M UPLIFT (2) SIMPSON
<br />HTSM20 INSTALLED ON
<br />OPPOSITE FACES OF
<br />BLOCK WALL WI1010d TO
<br />TRUSS AND (4) il4" 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 />SCALE: 3/4"=T-O"
<br />8
<br />(2) 2X4 No.2 SYP DIAG.
<br />2x4 BLOCKING BETWEEN
<br />BRACE W/ (3)12d @ EA.ft-(2)
<br />TRUSSES WHERE
<br />TRUSS (DIAG. BRACE TOX-BRACING
<br />IS PRESENT AT
<br />COVER 5 TRUSSES)4'-0"
<br />O.C. (AT SHEATHING
<br />0'A" TO 3"" (1)'7P BRACESEAMS)
<br />3P-1" TO 60'-0 (3) "X" BRACESECURE
<br />2z8 PT. PLATE
<br />(1) "X" BRACE Q CENTERTO
<br />BLK W/ 1/2" DIA.
<br />(2)'OC' BRACE DIVIDED EQUALLYANCHOR
<br />BOLT W/ 2"
<br />FROM CENTER TO END,WASHER
<br />SET IN HIGH
<br />2x WOOD FASCIA,STRENGTH
<br />EPDXY 6"
<br />SEE ARCHITECTURALMIN.
<br />EMBED. AT 32"OC
<br />MAX.
<br />tx4 DIAGONAL
<br />PRE-ENG GABLE TRUSSSECURE
<br />GABLE TO 2x8
<br />BTM. CHORD
<br />P.T. PLATE Wl 12d's 8"
<br />BRACING, SEE
<br />STIFFBACK (AS PER
<br />O.C. MAX
<br />PLAN FOR LOCATION
<br />MAY NOT BE
<br />TRUSS ENG)CONT.
<br />2x4 SECURED W!
<br />REQUIRED1Od's
<br />C EACH TRUSS
<br />TO BE INSTALLED
<br />10'-0" O.C. MAX.
<br />BTM. CHORD OF
<br />WOOD ROOF TRUSSES
<br />SEE SCHEDULE FOR
<br />BOND BEAM REQ.
<br />1x4 BTM. CHORD BRACING 6'-0" O/C SEND WALL OR OTHER
<br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF
<br />10'4' O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN
<br />COMMON NAILS AT EACH CHORD A /�
<br />INTERSECTION TYP. BTM. CHORD BRACING
<br />6 SCALE: 3/4"=1'-0"
<br />5'EDGE
<br />CENTRAL
<br />SPACING
<br />SPACING
<br />SEE
<br />SEE
<br />CHEDUL
<br />SCHEDULE E INS LAN
<br />SEE SCHEDULE FOR BOLT SIZE
<br />SEE LEDGER SCHEDULE d
<br />5 1/2" MIN. EMBED. (TYP)
<br />1. ENSURE THAT EXP, BOLTS/J-BOLTS ARE
<br />PLACED INTO GROUTED CELLS, 8" ALL AROUND
<br />BOLT.
<br />Z
<br />2. END OF FRONT AND REAR LEDGER SHOULD
<br />LAP AMIN OF 4'-0".
<br />3. ALL BOLTS TO HAVE WASHERS
<br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY
<br />CLOSER THAN 6" O/C.
<br />5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 114"
<br />(2) _
<br />DIA. x 3" MASONRY SCREWS MAY BE USED,
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLTSIZE
<br />lNEIMSPAC#19
<br />CENM&SPACING
<br />A
<br />DOUBLE 2x8
<br />1/2"
<br />8" C/C
<br />16" O/C
<br />B
<br />DOUBLE 2x8
<br />3/4"
<br />8" O/C
<br />24" O/C
<br />C
<br />DOUBLE 2x10
<br />111.
<br />B" O/C
<br />16" O/C
<br />D
<br />DOUBLE 2x10
<br />3/4"
<br />8" O/C
<br />24" OIC
<br />r:fE--
<br />DOUBLE 2xI0
<br />3/4"
<br />6" Om
<br />16" O/C
<br />1
<br />F
<br />DOUBLE 2xl2
<br />311'
<br />6" O/C
<br />12" O/C
<br />10 WOOD LEDGER DETAIL T
<br />SCALE: 3/4"=1'-0"
<br />%1 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 (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 OA 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 />ALTERNATE MATERIALS
<br />SCALE: 3/4"=V-0"
<br />1441 N. RONALD REAGAN BLVD.
<br />ORLANDO, FL 32750
<br />PH: 407-7744BO78
<br />FAX 407-7744078
<br />wwwAbdesigngroup.com
<br />AA #: 0003325
<br />DRAFTING BY:
<br />A.B. DESIGN GROUP
<br />DRAFTING INC.
<br />5439 BEAUM014T CENTER BLVD.
<br />SURE 1004
<br />TAMPA, FLORIDA 336M
<br />PH: 8134916.2628
<br />FAX 8134I86.2802 04
<br />ors
<br />stmDrv. ae LOT:
<br />SILVERADO
<br />LOT #2
<br />BLK #13
<br />PROJECT#
<br />3719.000-02131
<br />MODEL"
<br />2795-F
<br />OARAGE SMNO:
<br />LEFT
<br />PAGE
<br />DETAILS
<br />150 MPH EXP. B
<br />D2W 8/11/20
<br />at><EET
<br />S3.1A
<br />
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