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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9) 1Od x 1 }'NAILS TO TRUSS
<br />8{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 />C41) 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 />1Y2, 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 />"ROOFANALUFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 Z' 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 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 LBS (2 OR 3 PLY)
<br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY)
<br />1A 16 1C TYPICAL TRUSS/
<br />GIRDER CONNECTOR(S)
<br />3/4" T 8 G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />\ L 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 2116 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 />1/22' GYP. WL. BD.
<br />�• f
<br />r,--'\FLOOR TRUSS CONNECTION @ L.B.W.
<br />`+ scALE:34"=1-a' (NO UPLIFT)
<br />PTH 114•0
<br />OLE EDGE >5/e"
<br />OLE DIAMETER
<br />2!5•D SGL. STUD
<br />OUTERplf//w,djk.
<br />SPAN
<br />—HOLE EDGE >5/8"
<br />BTM.—
<br />PLATE
<br />STUD NOTCHING
<br />%1 AND BORING LIMITS
<br />0 SCALE: 1 1/2"=1'-0"
<br />HOLE DIAMETER
<br />< 3/5•D 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 }" NAILS TO
<br />GIRDER. PROVIDE 6'
<br />MINIMUM CONCRETE
<br />EMBEDMENT. USED IN
<br />CONJUNCTION WITH
<br />HEAVY UPLIFT
<br />CONNECTOR
<br />2x WOOD FASC
<br />SEE ARCHITECTURAL
<br />SEE
<br />2x SECURED W/ (3) 1
<br />GALV. COMMON NAILS.
<br />GG�
<br />1x2 SECURED W/ iOd
<br />MASONRY BOND
<br />GALV. COMMON NAILS
<br />BEAM
<br />12" O/C
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOF/WALUFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 Z' x 4",
<br />6", 6' 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 />A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN
<br />WITH (4) r x 5" TITEN HD TO CMU AND (12) SDS
<br />}" x 2 J•' TO GIRDER
<br />13 (1) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2) j" x 5" TITEN HD TO CMU AND (18) SOS }'x
<br />3" TO GIRDER
<br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />(2)}' x 57ITEN HD TO CMU AND (18) SOS }" x a
<br />SCREWS TO GIRDER (EACH TIEDOWN)
<br />ENSURE THAT CELLS ARE GROUTED
<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 />�A 2B 2 TYPICAL ROOF
<br />"' "� GIRDER CONNECTORS)'
<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 8 (18) 16d x
<br />2-11" NAILS TO POST.,
<br />POST TO SIT DIRECTLY
<br />ON SLAB
<br />4
<br />r,_'�GIRDER/WOOD POST CONNECTIONS
<br />NOTE:
<br />A- WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM
<br />A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4— SIMPSON TITEN BOLT/J-BOLT, 5" MIN.
<br />EMBED (22)16d 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/J-BOLT, 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 W/ (2) 3/411 SIMPSON TITEN BOLT/J-BOLT, 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 /># 1100 UPLIFT SIMPSON
<br />HTSM20 W/1010d 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/1010d TO
<br />TRUSS AND (4)1/4" 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 8 2' APART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />3 SCALE: 3/4"=1'-0"
<br />6'-0" MAX (W/1X4)
<br />R 10'-0" MAX (W/2X4),
<br />10 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 />10 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. BTM. CHORD BRACING
<br />6 SCALE: 3/4"=1'-O'
<br />6 EDGE
<br />CENTRAL
<br />SPACING
<br />SPACING
<br />SEE
<br />SEE BTM
<br />CHEDUL
<br />G
<br />SCHEDULE SEE FRAMING PLAN
<br />SEE SCHEDULE FOR BOLT SIZE
<br />SEE LEDGER SCHEDULE W
<br />5 VZ' 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 />°D
<br />LAP A MIN 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 HILT] PAPS SIMPSON TITEN 1/4"
<br />(2) _ PT
<br />DIA. z 3" MASONRY SCREWS MAY BE USED,
<br />CDGI`I�.I!_ OCt1111DFE,IDNT
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />B®GESPACING
<br />CENBIALSPACIIG
<br />A
<br />DOUBLE 2x8
<br />1/2'
<br />81, O/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 />1/2"
<br />8" O/C
<br />161, O/C
<br />D
<br />DOUBLE 2x10
<br />3/4"
<br />8" O/C
<br />24" O/C
<br />E
<br />DOUBLE 2X10
<br />3/4"
<br />6" O/C
<br />16" O/C
<br />F
<br />DOUBLE 2x12
<br />34'
<br />6" O/C
<br />1 12' O/C
<br />10 WOOD LEDGER DETAIL
<br />SCALE: 3/4"=T-0'
<br />(2) 2X4 No.2 SYP DIAG.
<br />2x4 BLOCKING BETWEEN
<br />BRACE W/ (3) 12'1 @ EA
<br />TRUSSES WHERE
<br />TRUSS (DIAG. BRACE TO
<br />X-BRACING IS PRESENT AT
<br />COVER 5 TRUSSES)
<br />4-0" O.C. (AT SHEATHING
<br />0'-0" TO 30'-0" (1) "X" BRACE
<br />SEAMS)
<br />30'-1" TO 60'-0 (3) "X" BRACE
<br />SECURE 2x8 PT. PLATE
<br />(1) "X" BRACE @ CENTER
<br />TO BLK W/ 1/2' DIA.
<br />(2)'OC" BRACE DIVIDED EQUALLY
<br />ANCHOR BOLT W/ Z'
<br />FROM CENTER TO END.
<br />WASHER SET IN HIGH
<br />2x WOOD FASCIA,
<br />STRENGTH EPDXY 6'
<br />SEE ARCHITECTURAL
<br />MIN. EMBED. AT 32' OC
<br />MAX.
<br />PRE-ENG GABLE TRUSS
<br />SECURE GABLE TO 2x8
<br />P.T. PLATE W/ 12d's 8"
<br />STIFFBACK (AS PER
<br />O.C. MAX
<br />TRUSS ENG)
<br />CONT. 2z4 SECURED W/
<br />(2)10d's @ EACH TRUSS
<br />TO BE INSTALLED @
<br />10'-0" O.C. MAX.
<br />SEE SCHEDULE FOR
<br />BOND BEAM REQ.
<br />7 BLOCK WALL W/ GABLE END
<br />PRE-ENG'D TRUSS SCALE 3/4"=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 (Ft 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 />11 ALTERNATE MATERIALS
<br />SCALE: 3/4"=T-0'
<br />1441 N. RONALD REAGAN BLVD.
<br />ORLANDO, FL 32750
<br />PH: 407-774.6078
<br />FAX: 407-7744078
<br />www.abdesigngroup.com
<br />AA #: 0003326 J
<br />IF DRAFTING BY:
<br />A.B. DESIGN GROUP
<br />DRAFTING INC.
<br />5439 BEAUMONT CENTER BLVD.
<br />SUITE 1004
<br />TAMPA, FLORIDA 33634
<br />PH: 813$88-2628
<br />FAX: 81"86-2802
<br />OUHDIV. AO LOT
<br />SILVERADO
<br />LOT #5
<br />BLK #16
<br />PROJECT#
<br />3%ODEI.
<br />2795-CAMDEN"
<br />GARAGE SWING:
<br />LEFT
<br />PAGE:
<br />DETAILS
<br />150 MPH A B
<br />DwR7E 06/10/21
<br />SCALE: 1/4"=1'—O"
<br />8*mET
<br />S3.IA
<br />
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