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A-(1) SIMPSON HETAI6 TRUSS ANCHOR WITH
<br />(9) 1 Dd x 1 k' NAILS TO TRUSS
<br />&(2) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(12) 16d x 1 e NAILS TO TRUSS
<br />DBL STRAP, i 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 />1x2, 2x WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />2x SECURED W/ (3) 16d
<br />GALV. COMMON NAILS.
<br />1x2 SECURED W/ IDd
<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: APT SYP k2 2' x 4',
<br />6", 8' x W-O' 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, L:770 LBS (1 PLY)
<br />B ALLOWABLE UPLIFT = U:2365 LBS, 1_:1430 LBS (2 OR 3 PLY)
<br />C ALLOWABLE UPLIFT = U:2705 LSS (2 PLY)
<br />1 A 1 B 1 C TYPICAL TRUSS/
<br />SS
<br />GIRDER CONNECTOR(S) g==4
<br />3/4' T & G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />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 />ENGINEERED WOOD TRL
<br />0 24' O/C, SUBMIT SHOP
<br />DRAWINGS FOR REVIEW
<br />AND APPROVAL
<br />(1) SIMPSON HETA18
<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 />'ROOFIWALUFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE'
<br />NOTE: APT SYP #22'x 4',
<br />W, 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 GIRDER
<br />TIEDOWN REQUIREMENTS.
<br />LA-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN
<br />WITH (4) I' x 5' TITEN HD TO CMU AND (12) SDS
<br />}'x2}'TOGIRDER
<br />S-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />lx2, 2x WOOD FASCIA
<br />(2) J' x 5' TITEN HD TO CMU AND (18) SDS }' x
<br />SEE ARCHITECTURAL
<br />3' TO GIRDER
<br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />2x SECURED W/ (3) 16d
<br />GALV. COMMON NAILS.
<br />12) J' x 5'TITEN HD TO CMU AND (18) SDS }' x 3'
<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 />12' O/C SEE SCHEDULE
<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 = 8886 LBS (2 PLY MIN.)
<br />2C TYPICAL ROOF
<br />r2A 2B
<br />GIRDER CONNECTOR(S)
<br />LSTA12 20 GAUGE
<br />W/ lodxl/2 HDG NAILS
<br />0 EACH END. TOTAL OF 10
<br />FLOOR
<br />GIRDER
<br />iTT4 W/ 5/8' A.B. WITH
<br />AIN.7' EMBEDMENT
<br />TO SLAB & (18) 16d x
<br />2X4 OR 2K6 WOOD BEARING 2-1/2' NAILS TO POST.,
<br />WALL W/ SYP No 2 STUDS SEE POST TO IT
<br />DIRECTLY
<br />PLANS FOR SPACING. SINGLE ON SLAB
<br />BTM. PLATE TO BE PT.
<br />PROVIDE DBL. TOP PLATE
<br />PROVIDE BLOCKING .a.
<br />1/2' GYP. WL. BD. + -
<br />a`,� 4
<br />__'�GIRDER/WOOD POST CONNECTIONS
<br />,a•.•
<br />FLOOR TRUSS CONNECTION @ L.B.W.
<br />`F SCALE: V4'=1'-0'
<br />(NO UPLIFT)
<br />OUTER 113 OF
<br />SPAN ONLY
<br />PLATE
<br />DEPTH 1/4'D
<br />—HOLE EDGE >5/8'
<br />-HOLE DIAMETER
<br />2/5'D SOL. STUD
<br />HOLE EDGE >518'
<br />HOLE DIAMETER
<br /><3/5'D DBL. STUD
<br />G AND BORING LIMITS
<br />0
<br />SCALE: 1 1/2'=1'-0'
<br />A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 34" 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 HGUS2&2 G <2400 LBS, U < 1810 LBS W/ 12) 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 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'-0-0'
<br />6'-0" MAX (W/1X4)
<br />OR 10'-0" MAX (W/2X4)
<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 />41900 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 -ENO 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'-O'
<br />)IAGONAL
<br />.CHORD
<br />CING, SEE
<br />V FOR LOCATION
<br />NOT BE
<br />UIRED
<br />CHORD OF
<br />!D ROOF TRUSSES
<br />1x4 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'-0'
<br />5'EDGE
<br />CENTRAL
<br />SPACING
<br />SPACING
<br />SEE
<br />SEE
<br />CHEDUL
<br />SCHEDULE EE AMITY PLAN
<br />SEE SCHEDULE FOR BOLT SIZE
<br />SEE LEDGER SCHEDULE Ow
<br />51/2' 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 />Z
<br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY
<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 MAYBE USED,
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />FEDMSPACIING
<br />CENTRAL8PACING
<br />A
<br />DOUBLE 2X8
<br />1/2"
<br />8' O/C
<br />16, O/C
<br />B
<br />DOUBLE 2)c8
<br />3/4'
<br />8. O/C
<br />24' 0/C
<br />C
<br />DOUBLE 2x10
<br />1/2'
<br />8' O/C
<br />16' O/C
<br />D
<br />DOUBLE 2xl0
<br />3/4-
<br />8' 0/0
<br />24' 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 />6- O/C
<br />1 12- O/C
<br />10 WOOD LEDGER DETAIL
<br />SCALE: 3/4'=V-0'
<br />(2) 2X4 No.2 SYP DIAG.
<br />2x4 BLOCKING BETWEEN
<br />BRACE W/ (3) 1" 61 EA.
<br />TRUSSES WHERE
<br />TRUSS (DIAG. BRACE TO
<br />X-BRACING IS PRESENT AT
<br />COVER 5 TRUSSES)
<br />W-0' O.C. (AT SHEATHING
<br />0'-0' TO 3V-0- (1)'X' BRACE
<br />SEAMS)
<br />30-1" TO 60'-0 (3)'X' BRACE
<br />SECURE 2X8 PT. PLATE
<br />(1)'X' BRACE O CENTER
<br />TO BLK W/ 1/2' DIA.
<br />(2)'X' BRACE DIVIDED EQUALLY
<br />ANCHOR BOLT W/ 2'
<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 />110'-O'O.C.
<br />PRE -ENO 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, 20 SECURED W/
<br />(2) lOd's 0 EACH TRUSS
<br />TO BE INSTALLED
<br />MAX.
<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 (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 Fl 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 />AA N: 0003325
<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: 813486-2628
<br />FAX: 813486.2802
<br />amm�n±
<br />eU13DM !e I.GT:
<br />SILVERADO
<br />LOT #12
<br />BLK #10
<br />PROJECT*
<br />03719,000-12101
<br />TW-CAMDEN
<br />GARAGE 8M117MG:
<br />LEFT
<br />PAGE:
<br />DETAILS
<br />%150 MPH E . B
<br />
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