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A{1) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9) 1 Od x 1 }" NAILS TO TRUSS
<br />B42) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(12)16d x 1 }'NAILS TO TRUSS
<br />DEL STRAP, 1 EACH SIDE WRAPS UP AND
<br />OVER TRUSS (NOT SHOWN)
<br />C-0) 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 k' NAILS TO GIRDER
<br />1.2, 2. WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />2x SECURED W/ (3)16d
<br />GALV. COMMON NAILS.
<br />1x2 SECURED W/ 10d
<br />GALV. COMMON NAILS
<br />1T O/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOF/WALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: APT SYP #2 7' 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 0 24" O/C,
<br />SUBMIT SHOP DRAWINGS
<br />FOR REVIEW
<br />AND APPROVAL
<br />A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY)
<br />B ALLOWABLE UPLIFT = U:2365 LBS, 1_:1430 LBS (2 OR 3 PLY)
<br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY)
<br />SSS-aPICAL TRUSS/
<br />GIRDER CONNECTORS) SCALE:34"=1'-0'
<br />3W' T 8 G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG FLOOR TRUSS
<br />5/8" GYPSUM BOARD OR 112'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 DEL. TOP PLATE
<br />PROVIDE BLOCKING
<br />i/T GYP. WL, BD.
<br />/`�FLOOR TRUSS CONNECTION @ L.B.W.
<br />Y sQALE:3/4"=V-0" (NO UPLIFT)
<br />OUTER V3 OF
<br />SPAN ONLY
<br />BTM. -
<br />PLATE
<br />DEPTH 1/4•D
<br />—HOLE EDGE >5/8"
<br />—HOLE DIAMETER
<br />2/5'D SGL. STUD
<br />HOLE EDGE -5/8"
<br />N. HOLE DIAMETER
<br />< 3/5'D DEL. STUD
<br />STUD NOTCHING
<br />r o�AND BORING LIMITS
<br />O SCALE: 1 12"=1'-0"
<br />ENGINEERED WOOD TRU
<br />® 24" O/C, SUBMIT SHOP
<br />DRAWINGS FOR REVIEW
<br />ANDAPPROVAL
<br />(1) SIMPSON HETA16
<br />TRUSS ANCHOR WITH
<br />(9) 10d x 1 �' NAILS TO
<br />GIRDER. PROVIDE S'
<br />MINIMUM CONCRETE
<br />EMBEDMENT. USED IN
<br />CONJUNCTION WITH
<br />HEAVY UPLIFT
<br />CONNECTOR
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFANALUFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 7' x 4",
<br />6", W x 4'-0" MAY BE ADDED
<br />W/ 10d NAILS, 2 ROWS, W
<br />O/C TO FACILITATE ONE
<br />ADDITIONAL PLY MAX. TO
<br />ACCOMMODATE GIRDER
<br />TIEDOWN REQUIREMENTS.
<br />1—A{1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN
<br />WITH (4)?" x 5" TITEN HD TO CMU AND 112) SDS
<br />}" x 2 k' TO GIRDER
<br />841) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2)}' x 5" TITEN HD TO CMU AND (18) SDS }" x
<br />1 x2, Zx WOOD FASCIA
<br />3" TO GIRDER
<br />SEE ARCHITECTURAL
<br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />2x SECURED W/ (3)16d
<br />(2)}' x VTITEN HO TO CMU AND (18) SDS }" x 3"
<br />GALV. COMMON NAILS.
<br />1x2SECUREDW/10d MASONRY BOND
<br />SCREWS TO GIRDER (EACH TIEDOWN)
<br />GALV. COMMON NAILS
<br />ENSURE THAT CELLS ARE GROUTED
<br />1T 0/C SEE SCHEDULE
<br />SOLID, 6' 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 />TYPICAL ROOF
<br />"' `B "' GIRDER CONNECTOR(S)3'
<br />LSTA12 20 GAUGE
<br />W/ tOdx112 HDG NAILS
<br />0 EACH END. TOTAL OF 10
<br />FLOOR
<br />GIRDER
<br />f I HTT4 W/ MB A.S. WITH
<br />+-�•+ MIN. 7" EMBEDMENT
<br />TO SLAB 8 (18)16d x
<br />2-1/2" NAILS TO POST.,
<br />POST TO SIT DIRECTLY
<br />ON SLAB
<br />1-N,
<br />a.
<br />• r
<br />�, GIRDER/WOOD POST CONNECTIONS
<br />J SCALE: 3/4"=1' 0'
<br />NOTE:
<br />A - WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSONHTS20 FROM
<br />A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3K'* 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) 3/4"1 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"1 SIMPSON TITEN BOLT/J-BOLT, 5'
<br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS.
<br />WOOD LEDGER
<br />�oATTACHMENT DETAIL
<br />9 SCALE: 3/4"=T-0"
<br /># 1100 UPLIFT SIMPSON -
<br />HTSM20 W/1010d TO
<br />TRUSS AND (4)1/4" x 2 14'
<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 />PRE-ENG TRUSS
<br />CONTINUOUS BOND BEAM
<br />TITEN 2 ANCHORS MIN.
<br />7' COVER 8 7' APART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />3 SCALE: 3/4"=1'-0'
<br />6-0" MAX (W/1X4)
<br />OR 10'4" MAX (W/2X4)
<br />(2) 2X4 No.2 SYP DIAG.
<br />2x4 BLOCKING BETWEEN
<br />BRACE W/ (3)12d 0 EA.
<br />TRUSSES WHERE
<br />TRUSS (DIAG. BRACE TO
<br />X-BRACING IS PRESENT AT
<br />COVER 5 TRUSSES)
<br />-0
<br />4!-U' O.C. (AT SHEATHING
<br />0'-0" TO 30'-0" (1) ")C" BRACE
<br />SEAMS)
<br />30'-1" TO 60'-0 (3) "A" BRACE
<br />SECURE 2x8 PT. PLATE
<br />(1) "X" BRACE 0 CENTER
<br />TO BILK W/ 1/7' DIA.
<br />(2) "X' BRACE DIVIDED EQUALLY
<br />ANCHOR BOLT W/ 7'
<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 />1x4 DIAGONAL
<br />PRE-ENG GABLE TRUSS
<br />SECURE GABLE TO 2x8
<br />BTM. CHORD
<br />P.T. PLATE W/ 12d'e 8"
<br />BRACING, SEE
<br />STIFFBACK (AS PER
<br />O.C. MAX
<br />PLAN FOR LOCATION
<br />TRUSS ENG)
<br />CONT. 2x4 SECURED W/
<br />MAY NOT BE
<br />REQUIRED
<br />(2) 10d'. C EACH TRUSS
<br />TO BE INSTALLED 0
<br />10'-(Y' O.C. MAX.
<br />BTM. CHORD OF
<br />WOOD ROOF TRUSSES
<br />SEE SCHEDULE FOR
<br />BOND BEAM REQ.
<br />1.4 BTM. CHORD BRACING 6-0" O/C —x `END WALL OR OTHER
<br />MAX., OR 20 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 �+ /�
<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 SEE FRAMING PLAN
<br />SEE SCHEDULE FOR BOLT SIZE
<br />SEE LEDGER SCHEDULE d
<br />51/7' 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 A MIN OF 4'-0".
<br />3. ALL BOLTS TO HAVE WASHERS
<br />Z
<br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY
<br />°t
<br />CLOSER THAN 6" O/C.
<br />5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4"
<br />(2) _ PT
<br />DIA. x 3" MASONRY SCREWS MAY BE USED,
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />6EDOESPACING
<br />CENTRNLSPACING
<br />A
<br />DOUBLE 2,18
<br />112,
<br />B" O/C
<br />16, O/C
<br />B
<br />DOUBLE 2x8
<br />3/4"
<br />8" O/C
<br />24" 0/C
<br />C
<br />DOUBLE 2x10
<br />1!2"
<br />w O/C
<br />16, 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 />3/4"
<br />6' O/C
<br />I 17' O/C
<br />810 WOOD LEDGER DETAIL
<br />SCALE: 3/4"=1-0"
<br />BLOCK WALL W/ GABLE END
<br />PRE-ENG'D TRUSS SCALE:3/4"=1'-a'
<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, Ft, 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"=1'-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 />L AA #: 0003325
<br />DRAFTING BY:
<br />A.B. DESIGN GROUP
<br />DRAFTING INC.
<br />5439 BEAUMONT CENTER BLVD.
<br />SUITE 1004
<br />TAMPA, FLORIDA 33634
<br />PH: 8134916.2628
<br />FAX: 8134186-2802
<br />SVSDIV. dg LAT
<br />SILVERADO
<br />LOT #4
<br />BLK #16
<br />P1tOJECT*
<br />03719,001-04
<br />A#ODEL"•
<br />2795—CAMDEN"
<br />GARAGE >lWiNG:
<br />LEFT
<br />PAGE:
<br />DETAILS
<br />1 0 H
<br />kl J
<br />UN 1
<br />DwR7E 06/10/21
<br />SKEET
<br />S3.1A
<br />
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