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A -(I) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9)10d x 1 J" NAILS TO TRUSS
<br />B-(2) SIMPSON HETAI6 TRUSS ANCHOR WITH
<br />(12)16d x 1 k NAILS TO TRUSS
<br />DBL STRAP, 1 EACH S1DE WRAPS UP AND
<br />OVER TRUSS (NOT SHOWN)
<br />C-(I) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />(16) 1 Od x 3 k NAILS TO GIRDER AND
<br />(2) SIMPSON HETA16 TRUSS ANCHORS
<br />WITH (12)16d x 3 }" NAILS TO GIRDER
<br />lx2, 2x 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 />12" O/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<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'-U'MAY BE ADDED
<br />W/ IOd NAILS, 2 ROWS, 3"
<br />0/C TO FACILITATE ONE
<br />ADDITIONAL PLY MAX. TO
<br />ACCOMMODATE TRUSS
<br />ANCHOR REQUIREMENTS,
<br />ENGINEERED WOOD
<br />TRUSSES G 24" 0/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 />1 A 1 B 1 C TYPICAL TRUSS/
<br />GIRDER CONNECTOR(S) '
<br />3/4" T 8 G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG FLOOR TRUSS
<br />518" 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 />FLOOR TRUSS CONNECTION @ L.B.W.
<br />Y scaE:3a"=r-0° (NO UPLIFT)
<br />OUTER 1/3 OF
<br />SPAN ONLY
<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 />011
<br />HOLE DIAMETER
<br />< 315'0 DBL. STUD
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />8 SCALE: 1 1/2"=1'-0"
<br />ENGINEERED WOOD TRU
<br />24" O/C, SUBMIT SHOP
<br />DRAWINGS FOR REVIEW
<br />AND APPROVAL
<br />(1) SIMPSON HETA16 --�
<br />TRUSS ANCHOR WITH
<br />(9)1 Od x 1 }" 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 />"ROOFNVALUFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: APT SYP #22"x4",
<br />6", 8" x 4'4" 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 />`A-(1) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN
<br />WITH (4) t' x 5" TITEN HD TO CMU AND (12) SOS
<br />}" x 2 }" TO GIRDER
<br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />ix2, 2x WOOD FASCIA (2) j x 5" TITEN HD TO CMU AND (18) BIDS }" x
<br />SEE ARCHITECTURAL 3" TO GIRDER
<br />2x SECURED W/ (3)16d C42) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />GALV. COMMON NAILS. (2) }' x 5TITEN HD TO CMU AND (18) SDS }" x T
<br />1x2 SECURED WI 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN)
<br />GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED
<br />12" 0/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS
<br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY)
<br />8 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 />LSTA1220 GAUGE
<br />W/ 1Odd /2 HOG NAILS
<br />EACH END. TOTAL OF 10
<br />FLOOR
<br />GIRDER
<br />' HTT4 W/ 5/8" 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.
<br />5 /W GIRDEROOD POST CONNECTIONS
<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) I6d 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"° 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) l6d 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 />ATTACHMENT DETAIL
<br />SCALE: 3/4"=1'-0'
<br />V-0" MAX (W/1X4)
<br />'121110'-0" MAX (W/2X4)
<br /># 1100 UPLIFT SIMPSON —
<br />HTSM20 W/101Od TO
<br />TRUSS AND (4) I/4" x 2 1/4"
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br />It 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 2 114"
<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 />3 SCALE: 3/4"=1'-0"
<br />(2) 2X4 No.2 SYP DIAG. —
<br />BRACE WI (3)12d Q EA.
<br />TRUSS (DIAG. BRACE TO
<br />COVER TRUSSES)
<br />V-9- TO 30'4" (1) "X" BRACE
<br />30'-V TO 60'-0 (3)'W 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 />lx4 DIAGONAL
<br />PRE -EKG GABLE TRUSS—�
<br />BTM. CHORD
<br />BRACING, SEE
<br />STIFFBACK (ASPER—�
<br />PLAN FOR LOCATION
<br />TRUSS ENG)
<br />MAY NOT BE
<br />REQUIRED
<br />BTM. CHORD OF
<br />WOOD ROOF TRUSSES
<br />lx4 BTM. CHORD BRACING 64' O/C —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 />/ V
<br />SCALE: 3/4"=1'-0"
<br />V EDGE
<br />CENTRAL
<br />SPACING
<br />SPACING
<br />SEE
<br />SEE
<br />CHEDUL
<br />SCHEDULE • AMING IN
<br />SEE SCHEDULE FOR BOLT SIZE
<br />SEE LEDGER SCHEDULE
<br />5 1/2" MIN. EMBED. (fYP)
<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 />m�
<br />LAP AMIN OF 4'-0".
<br />A
<br />3. ALL BOLTS TO HAVE WASHERS
<br />Z
<br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY
<br />m
<br />CLOSER THAN 6" O/C.
<br />5. IN LIEU OF HILTI PAPS SIMPSON TITEN 114"
<br />(2) _ PT
<br />DIA. x 3" MASONRY SCREWS MAY BE USED,
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLTSIZE
<br />FEM PACING
<br />CEMRN.8PACING
<br />A
<br />DOUBLE 2x8
<br />1/2"
<br />1110,
<br />16" 0/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 />16" 0/C
<br />D
<br />DOUBLE 2x10
<br />3/4"
<br />8" O/C
<br />E
<br />DOUBLE 2x10
<br />3/4"
<br />6" O/C
<br />16" 0/C
<br />F
<br />DOUBLE 2X12
<br />3/4"
<br />1 6" O/C
<br />12" O/C
<br />10 WOOD LEDGER DETAIL _
<br />SCALE: 3/4"=1'-0"
<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 W/ 1/2" 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 @ EACH TRUSS
<br />TO BE INSTALLED (�
<br />10'-0" O.C. MAX.
<br />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 HIOA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, 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"=1'-0"
<br />1441 N. RONALD REAGAN BLVD.
<br />ORLANDO,FL32750
<br />PH: 407-774.6078
<br />FAX: 407-7744078
<br />www.abdealgngroup,eom
<br />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: 8134M-2628
<br />FAX: BSS888-2802
<br />euBDm a# LOT:
<br />SILVERADO
<br />LOT #13
<br />BLK #13
<br />PR0jmcT*
<br />03719.000-131U-
<br />mopmu
<br />2795-F
<br />GARAGE SWING:
<br />LEFT
<br />PAGE:
<br />DETAILS
<br />150 MPH EXP. B
<br />
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