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{1) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9) 1 Od x 1 }'NAILS TO TRUSS
<br />12) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(12)16d x 1 J" NAILS TO TRUSS
<br />OBL STRAP, 1 EACH SIDE WRAPS UP AND
<br />OVER TRUSS (NOT SHOWN)
<br />{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 />1x2, 2x WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />2x SECURED W/ (3)16d
<br />GALV. COMMON NAILS.
<br />W SECURED W/ 10d
<br />GALV. COMMON NAILS
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFNJALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: APT SYP #22"x4%
<br />6', 8" x 4'-a' MAY BE ADDED
<br />W/ 10d NAILS, 2 ROWS, T
<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 />8 ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY)
<br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY)
<br />1A 1B 1C TYPICAL TRUSS/ SCALE:3/4"=1'-a'
<br />GIRDER CONNECTOR(S)
<br />sm
<br />BALM BLOCK
<br />TH103 -88
<br />4500
<br />SIC WOOD PANEL6
<br />0000
<br />(2) 12' WOOD PANELS
<br />60
<br />(2) 12' WOOD PANELS
<br />BO
<br />2x LUMBER
<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)10d x 1 > 'NAILS TO
<br />GIRDER. PROVIDES'
<br />MINIMUM CONCRETE
<br />EMBEDMENT, USED IN
<br />CONJUNCTION WITH
<br />HEAVY UPLIFT
<br />CONNECTOR
<br />2z WOOD FASC -'
<br />SE
<br />SEE ARCHITECTURAL
<br />2x SECURED W/ (3) i6d
<br />GALV. COMMON NAILS.
<br />1x2 SECURED W/ 10d
<br />MASONRY BOND
<br />GALV. COMMON NAILS
<br />BEAM
<br />12' O/C
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOF/WALL/FLOOR
<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/ 10d 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) J' x 5" TITEN HD TO CMU AND (12) SOS
<br />J' x 2 J' TO GIRDER
<br />641) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2) �' x 5" TITEN HD TO CMU AND (18) SOS }" x
<br />W TO GIRDER
<br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />(2) }" x 5"TITEN HD TO CMU AND (18) SDS }'x 3"
<br />SCREWS TO GIRDER (EACH TIEDOWN)
<br />ENSURE THAT CELLS ARE GROUTED
<br />SOLID, 6' EACH WAY OF BOLTS
<br />A ALLOWABLE UPLIFT = 3286 LBS (2 OR 3 PLY)
<br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.)
<br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.)
<br />B 2 2A 2r TYPICAL ROOF
<br />"' ""� GIRDER CONNECTOR(S) SCALE:
<br /># 1100 UPLIFT SIMPSON -
<br />HTSM20 W/1010d TO
<br />TRUSS AND (4)1/4" x 2114'
<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 W110 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 />2' COVER 8 2' APART
<br />REPAIR OF MULTIPLE
<br />3 MISPLACED EMBEDDED TRUSS ANCHOR
<br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN
<br />3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3)12d (l� EA. TRUSSES WHERE
<br />SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT
<br />ICERNM COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING
<br />8@UES � O SEAMS)
<br />iFIKJOGB$ 0'-0" TO 30'-0" (1 )'7(" BRACE
<br />LSTA12-GAGE
<br />2 20 GAUGE 4500 3/4" WOODANELS 30'A" TO 60'-0(3) W' BRACE SECURE 2x8 PT. PLATE
<br />KOIK
<br />W/ lA Ill HDG COMMON NAILS.
<br />EACH END TOTAL OF 10 B000 D PANELS B'-0- MAX (W/1 X4) (1) "X' BRACE CENTER TO BLK W/ 12" DIA.
<br />(2)'X BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2'
<br />60 D PANELS OR 10'-0" MAX (W12X4) FROM CENTER TO END. WASHER SET IN HIGH
<br />90 2x WOOD FASCIA STRENGTH EPDXY 6'
<br />SEE ARCHITECTURAL MIN. EMBED, AT 32" OC
<br />1.4 DIAGONAL MAX.
<br />LVL/IJOIST WITH BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8
<br />PRE-ENG I -JOIST BACKER BLOCK BRACING, SEE P.T. PLATE W/ 12d's 8"
<br />PLAN FOR LOCATION STIFFBACK (AS PER
<br />5B" GYPSUM BOARD OR 12' HIGH il
<br />U D: MAY NOT BE TRUSS ENG) CONT. 2x4 SECURED Wl
<br />STRENGTH CLG. BOARD 5 REQUIRED
<br />F- 0. (2) 10d. ®EACH TRUSS
<br />SECURE WOOT TO TOP PLATER. TO BE INSTALLED
<br />10'-0" O,C. MAX.
<br />w/ (2)12d TOENAILS BTM. CHORD OF
<br />TT _ TT TT WOOD ROOF TRUSSES VLa
<br />DOUBLE TOP PLATE
<br />2x4 OR 24 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. 80,
<br />SEE SHEET 81.1A FOR
<br />NAIL SIZE AND PATTERN
<br />r,_ -JOIST CONNECTION @ L.B.W.
<br />(NO UPLIFT)
<br />OUTER 1/3 OF
<br />SPAN ONLY
<br />BTM.-
<br />PLATE
<br />DEPTH 1/4°0
<br />—HOLE EDGE >5/8"
<br />—HOLE DIAMETER
<br /><2/5°D SGL. STUD
<br />HOLE EDGE >5/9'01
<br />HOLE DIAMETER
<br />< 3/5°D DBL STUD
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />8 scALE: 1 12'=r-a'
<br />HTT4 W/ 5/8" AB. WITH
<br />MIN. T' EMBEDMENT LAI
<br />TO SLABS (18) 16tl x
<br />2-12" NAILS TO POST.,
<br />POST TO SIT DIRECTLY
<br />ON SLAB
<br />a<
<br />d 4
<br />LVL/WOOD POST CONNECTIONS
<br />5 SCALE: 3/4"=V-U'
<br />NOTE:
<br />AA — WHWHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM
<br />A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 314" SIMPSON TITEN BOLT/J-BOLT, 5" MIN.
<br />EMBED (22)16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS.
<br />8 - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4"SIMPSON TITEN BOLT/, -BOLT, 6' MIN.
<br />EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS.
<br />C - SIMPSON HGUS28.2 G <2400LBS, 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) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
<br />E - SIMPSON HGUS283 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 />DATTACHMENT DETAIL
<br />SCALE: 3/4'-T-0"
<br />MAX„ OR 2X4 BTM. CHORD BRACING
<br />10'-0' O/C MAXSECURED W/ (2)10d
<br />COMMON NAILS AT EACH CHORD
<br />END WALL OR OTHER
<br />END TYPE CONDITION, IF
<br />DEPICTED SEE PLAN
<br />INTERSECTIONTYP. BTM. CHORD BRACING
<br />6 --
<br />SEDGE
<br />CENTRAL
<br />SPACING
<br />SPACING
<br />SEE
<br />SEE � TM
<br />CHEDUL
<br />SCHEDULE SEE FRAMING PLAN
<br />SEE SCHEDULE FOR BOLT SIZE
<br />Ax
<br />SEE LEDGER SCHEDULE W
<br />5 12' MIN. EMBED. (TYP)
<br />1. ENSURE THAT EXP. BOLTS/JAOLTS ARE
<br />PLACED INTO GROUTED CELLS, 6' ALL AROUND
<br />BOLT.
<br />Z
<br />2. END OF FRONT AND REAR LEDGER SHOULD
<br />f
<br />LAP A MIN OF 4!4%
<br />3. ALL BOLTS TO HAVE WASHERS
<br />Z
<br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY
<br />00
<br />CLOSER THAN 6' O/C.
<br />5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4"
<br />(2) _ PT
<br />DIA. x 3" MASONRY SCREWS MAY BE USED,
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />SOLTSIZE
<br />BEOGEBPACNG
<br />CBYINALSPACING
<br />A
<br />DOUBLE 2x8
<br />12,
<br />8" O/C
<br />16, O/C
<br />8
<br />DOUBLE 2X8
<br />3/4"
<br />8" O/C
<br />2*'O/C
<br />C
<br />DOUBLE 2X10
<br />12"
<br />W O/C
<br />16, O/C
<br />D
<br />DOUBLE 2X10
<br />3/4"
<br />8" O/C
<br />24" 0/C
<br />E
<br />DOUBLE 2X10
<br />3/4"
<br />S.O/C
<br />16, O/C
<br />F
<br />DOUBLE 2X12
<br />314"
<br />6" O/C
<br />12, O/C
<br />s
<br />WOOD LEDGER DETAIL
<br />SCALE:-I=1'-0'
<br />SEE SCHEDULE FOR
<br />BOND BEAM RED.
<br />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 (Fl 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"=1'-0"
<br />A R C N I T I C T S
<br />Grouo
<br />41 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL32760
<br />PH: 407-77443078
<br />FAX 407-7744078
<br />www.abdesigngroup.com
<br />AA #: 0003326
<br />sv>Baly. Ae IAT:
<br />SILVERADO
<br />LOT #2
<br />BLK #16
<br />PROJECT#
<br />03719.001-02161
<br />m0DEL°
<br />"2558-HAWTHORNE"
<br />GARAGE SKIING:
<br />LEFT
<br />PAGE:
<br />DETAILS
<br />150 MPH EXP. B
<br />
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