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A41) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9)10d x 1 k' NAILS TO TRUSS
<br />B42) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(12)16d x 1 J' NAILS TO TRUSS
<br />DBL STRAP, 1 EACH SIDE WRAPS UP AND
<br />OVER TRUSS (NOT SHOWN)
<br />C-(1) 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 />W, 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 />17, O/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFNVALUFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 7' x 4",
<br />T, 8" x 4'-O" MAY BE ADDED
<br />W/ 1Od 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, 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 />TYPICAL TRUSS/
<br />1A 1 B 1 C
<br />GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0
<br />3/4" T 8 G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG FLOOR TRUSS
<br />5/8" GYPSUM BOARD OR 1!7' 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 />1/7' GYP. WL. BD.
<br />e4 0 ../
<br />FLOOR TRUSS CONNECTION @ L.B.W.
<br />-* 6°ALE:3/4"=T-D" (NO UPLIFT)
<br />DEPTH 1/4•13
<br />-HOLE EDGE >5/6'
<br />-HOLE DIAMETER
<br /><2/5"D SGL. STUD
<br />OUTER 1/3 OF
<br />SPAN ONLY
<br />BTM.-
<br />PLATE
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />8 SCALE: 1 12"=1'-0"
<br />EDGE >5/6'
<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 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 />"ROOFIWALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: APT SYP #22'x 4',
<br />6', 8" x V-U' 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 />L-A-(1) SIMPSON LGT3SOS2.5 GIRDER TIEDOWN
<br />WITH (Q' x 5' TITEN HD TO CMU AND (12) SDS
<br />j' x 2 j" TO GIRDER
<br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2) J" x 5' TITEN HO TO CMU AND (18) SDS}' x
<br />lx2, 2x WOOD FASCIA
<br />W TO GIRDER
<br />SEE ARCHITECTURAL
<br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />2x SECURED W/ (3) 16d
<br />(2) �' x 5'TITEN HD TO CMU AND (18) SDS J' x 3"
<br />GALV. COMMON NAILS.
<br />lx2 SECURED W/ 10d MASONRY BOND
<br />SCREWS TO GIRDER (EACH TIEDOWN)
<br />GALV. COMMON NAILS BEAM
<br />ENSURE THAT CELLS ARE GROUTED
<br />17' O/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 />_ _ 2C TYPICAL ROOF
<br />GIRDER CONNECTOR(S) 4'=
<br />W/ 10dxl/2 HOG NAILS
<br />0 EACH END, TOTAL OF 10
<br />FLOOR
<br />GIRDER
<br />HTT4 W/5/8"AB. WITH
<br />MIN. 7" EMBEDMENT
<br />TO SLAB 8 (18) i6d x
<br />2-12" NAILS TO POST.,
<br />POST TO SIT DIRECTLY
<br />ON SLAB
<br />n< +
<br />aC • '..4 e
<br />GIRDER/WOOD POST CONNECTIONS
<br />5 SCALE: 3/4"=1'4Y'
<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) 3/4"" SIMPSON TITEN BOLTIJ-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) 3/4'1 SIMPSON TITEN BOLT/J-BOLT, 5"
<br />MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
<br />E - SIMPSON HGUS283 G < 4800 LBS, U < 1810 LBS W/ (4) 314"° 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 />6'-0" MAX (VV/1X4)
<br />OR 10'-0' MAX
<br /># 1100 UPLIFT SIMPSON -
<br />HTSM20 W/10 10d 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/10 10d TO
<br />TRUSS AND (4) 114" x 21/4'
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br />PRE-ENG TRUSS
<br />CONTINUOUS BOND BEAM
<br />TITEN 2 ANCHORS MIN.
<br />T COVER 8 7' APART
<br />REPAIR OF MULTIPLE
<br />3 MISPLACED EMBEDDED TRUSS ANCHOR
<br />SCALE: 3/4"=1'-0"
<br />lx4 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 />lx4 BTM CHORD BRACING 6'-T O/C —/ END WALL OR OTHER
<br />MAX.,OR 2x4 BTM CHORD BRACING END TYPE CONDITION, IF
<br />1V-01' O/C MAXSECURED W/ (2) 1Od DEPICTED SEE PLAN
<br />COMMON NAILS AT EACH CHORD
<br />INTERSECTION TYP. BTM. CHORD BRACING
<br />6 SCALE: 3/4"=l'-0"
<br />V EDGE
<br />CENTRAL
<br />SPACING
<br />SPACING
<br />SEE
<br />SEEUL r U ,
<br />CHED
<br />SCHEDULE SEEFRLAN
<br />AMING
<br />SEE SCHEDULE FOR BOLT SIZE
<br />SEE LEDGER SCHEDULE W
<br />512" MIN. EMBED. (TYP)
<br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE
<br />PLACED INTO GROUTED CELLS, 6" ALL AROUND
<br />BOLT.
<br />Z
<br />2. END OF FRONT AND REAR LEDGER SHOULD
<br />4D
<br />LAP A MIN OF 4'-T.
<br />1 ALL BOLTS TO HAVE WASHERS
<br />to
<br />4. EXP. BOLTS/JSOLTS SHOULD NOT BE ANY
<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 />ceuc cuenwn ocni iiocucnrr
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />SEDGESPACING
<br />CENTRALSPACING
<br />A
<br />DOUBLE 2x8
<br />12"
<br />6' O/C
<br />16" O/C
<br />8
<br />DOUBLE 2x8
<br />314,
<br />6' O/C
<br />24" O/C
<br />C
<br />DOUBLE 2x10
<br />12"
<br />6' O/C
<br />16, O/C
<br />D
<br />DOUBLE 2x10
<br />3/4"
<br />6' O/C
<br />2W O/C
<br />E
<br />DOUBLE 200
<br />3/4"
<br />6' O/C
<br />16, O/C
<br />F
<br />DOUBLE 202
<br />1 3/4"
<br />6' O/C
<br />I 17' O/C
<br />10 WOOD LEDGER DETAIL
<br />SCALE: 3/4"=1'-X
<br />(2) 2X4 No.2 SYP DIAG. -
<br />BRACE W/ (3) 12d 0 EA
<br />TRUSS(DIAG. BRACE TO
<br />COVER 5 TRUSSES)
<br />DA" TO 30'-01' (1) "X" BRACE
<br />30'-l" TO 6V-O (3) "X" BRACE
<br />(1)"X"BRACED CENTER
<br />(2) "X, BRACE DIVIDED EQUALLY
<br />FROM CENTER TO END.
<br />2x WOOD FASCIA, -
<br />SEE ARCHITECTURAL
<br />PRE-ENG GABLE TRUSS
<br />STIFFBACK (AS PER----,
<br />TRUSS ENG)
<br />SEE SCHEDULE FOR
<br />BOND BEAM REQ.
<br />2x4 BLOCKING BETWEEN
<br />TRUSSES WHERE
<br />X-BRACING IS PRESENT AT
<br />4'-O' O.C. (AT SHEATHING
<br />SEAMS)
<br />SECURE 2x8 PT. PLATE
<br />TO BLK W/ 1/T DIA.
<br />ANCHOR BOLT W/ 7'
<br />WASHER SET IN HIGH
<br />STRENGTH EPDXY 6'
<br />MIN. EMBED. AT 3Z' OC
<br />MAX.
<br />SECURE GABLE TO 2xB
<br />P.T. PLATE W/ 12d's 6'
<br />O.C. MAX
<br />CONT. 2x4 SECURED W/
<br />(2) 10d's Q EACH TRUSS
<br />TO BE INSTALLED*
<br />101-V O.C. MAX.
<br />BLOCK WALL W/ GABLE END
<br />PRE-ENG'D TRUSS SCALE. 3/4"=l,:
<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, 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"=V-0"
<br />1441 N. RONALD REAGAN BLVD.
<br />ORLANDO, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<br />www.abdoeigngroup.com
<br />AA #: 0003325
<br />DRAFTING BY:
<br />A.B. DESIGN GRJ11D.
<br />DRAFTING INC
<br />5439 BEAUMONT CENTESURE 1004
<br />TAMPA, FLORIDA 33PH: 8134W262FAX: 8134W280
<br />oulwiv. ae LOT:
<br />SILVERADO
<br />LOT #7
<br />BLK. #13
<br />PROJECT
<br />03719.00-07131
<br />HOD MIC F
<br />GARAGE 8VDM.-
<br />LEFT
<br />PARK.
<br />DETAILS
<br />t.150 MPH EXP. B
<br />LIUL
<br />_'Rn" 07/10/20
<br />DATR:
<br />OCA=: 1/4"=1'-O"
<br />BFimm
<br />S3.1A
<br />
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