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41) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9) 10d x 1 }" NAILS TO TRUSS
<br />42) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(12)16d x 1 �' NAILS TO TRUSS
<br />DBL STRAP, 1 EACH SIDE WRAPS UP AND
<br />OVER TRUSS (NOT SHOWN)
<br />.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 J' NAILS TO GIRDER
<br />?, 2x WOOD FASCIA
<br />E ARCHITECTURAL
<br />SECURED W/ (3) 16d
<br />,LV. COMMON NAILS.
<br />? SECURED W/ 10d
<br />,LV. COMMON NAILS
<br />O/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFNJALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: APT SYP 027'x 4",
<br />6', W 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 Q 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, L 1430 LBS (2 OR 3 PLY)
<br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY)
<br />SSS-D'PICAL'
<br />RUSS/
<br />GIRDERCONNECTOR(S) BD =01
<br />SERIES
<br />BACKER BLOCK
<br />THICKNESS
<br />00
<br />3/4" WOOD PANELS
<br />00
<br />160
<br />(2) IF WOOD PANELS
<br />(2) 17WOOD PANELS
<br />2x LUMBER
<br />3/4" T & G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG I -JOIST
<br />SW GYPSUM BOARD OR 1/2" HIGH
<br />STRENGTH CLG. BOARD
<br />SECURE I -JOIST TO TOP PLATE
<br />w/ (2)12d TOENAILS
<br />DOUBLE TOP PLATE
<br />20 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 />1R" GYP. WL. BD.
<br />� WOIST CONNECTION @ L.B.W.
<br />II,'* SCALE:3/4"=1'-0" (NO UPLIFT)
<br />OUTER 1/3 (
<br />SPAN ONLY
<br />BTM--
<br />PLATE
<br />DEPTH 1/4•13
<br />—HOLE EDGE >5/6'
<br />—HOLE DIAMETER
<br /><2/5•D SGL. STUD
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />8 SCALE: 1 1/2"=1'-0'
<br />EDGE >5/8"
<br />HOLE DIAMETER
<br />< 3/5'D DBL. STUD
<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 J' NAILS TO
<br />GIRDER. PROVIDE 5'
<br />MINIMUM CONCRETE
<br />EMBEDMENT, USED IN
<br />CONJUNCTION WITH
<br />HEAVY UPLIFT
<br />CONNECTOR
<br />tx2, 2x WOOD FASCIA -
<br />SEE ARCHITECTURAL
<br />2x SECURED W/ (3)16d
<br />Z
<br />GALV. COMMON NAILS.
<br />lx2 SECURED W/ 10d
<br />MASONRY BOND
<br />GALV. COMMON NAILS
<br />BEAM
<br />1T O/C
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOF/WALUFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: APT SYP *22'x 4",
<br />IT', &' 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 />A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN
<br />WITH (4)#" x 5' TITEN HD TO CMU AND (12) SDS
<br />*' x 2}" TO GIRDER
<br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2) J' x 5' TITEN HD TO CMU AND (IS) SOS }" x
<br />3" TO GIRDER
<br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />(2) k' x 5TITEN HD TO CMU AND (18) BIDS }" x 3"
<br />SCREWS TO GIRDER (EACH TIEDOWN)
<br />ENSURE THAT CELLS ARE GROUTED
<br />SOLID, W 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 />2A 2B 2C TYPICAL ROOF
<br />GIRDER CONNECTOR(S) _'
<br />LSTA12 20 GAUGE
<br />W/ 10dxl/2 HOG COMMON NAILS.
<br />® EACH END TOTAL OF 10
<br />S
<br />BACIO:RSLOD(
<br />TF OMM
<br />4500
<br />3/4"WOOD PANELS
<br />0000
<br />(2)1/2" WOOD PANELS
<br />80
<br />(2) ill' WOOD PANELS
<br />90
<br />2x LUMBER
<br />LVLAJOIST WITH
<br />BACKER BLOCK
<br />HTT4 W/ 5/8" AB. WITH
<br />MIN.�EEMBEDMENT
<br />TO & (18)2-1/ILS TO POST.,
<br />POSSIT DIRECTLY
<br />ON SLAB
<br />/a' a
<br />1 f e • . -•.o.
<br />LVL/WOOD POST CONNECTIONS
<br />rJ SCALE: 3/4"=T-O"
<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 1
<br />2400 LBS, U < 1425 LBS W/ (2) 31#1 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) 314V' 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"=T-O"
<br /># 1100 UPLIFT SIMPSON
<br />HTSM20 W/1010d TO
<br />TRUSS AND (4)1/4" x 21W
<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/1010d TO
<br />TRUSS AND (4)1/4" x 214'
<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 & 2' APART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EMBEDDED TRUSS ANCHOR
<br />3 SCALE: 3l4„=1'-0"
<br />2x4 BLOCKING BETWEEN TRUSSES
<br />(2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT
<br />BRACE W/ (3) 12d (0 EA. 4'-0' O.C. (AT SHEATHING SEAMS)
<br />TRUSS (DIAG. BRACE TO
<br />COVER S TRUSSES)
<br />0-0" TO 30'-0" (1) "X" BRACE
<br />30'-1"TO 60'-0(3)'W BRACE 0)'PRE-ENG GABLE TRUSS
<br />7(" BRACE 0 CENTER
<br />(2) .1 BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2z SUB-B
<br />FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH
<br />(AS PER TRUSS ENG)
<br />PLYWOOD SHEATHING, SEE
<br />"ROOFANAUUFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />SEE TYP. TRUSS CONNECTOR
<br />DETAIL FOR STRAPPING INFO.
<br />1x2, 2x WOOD FASCIA
<br />CONNECTION PER
<br />SEE ARCHITECTURAL
<br />TRUSS MFG.
<br />2x SECURED W/ (3)16d
<br />ENGINEERED WOOD
<br />GALV. COMMON NAILS.
<br />TRUSSES 0 24" OIC,
<br />1x2 SECURED W/ 10d
<br />SUBMIT SHOP DRAWINGS
<br />GALV. COMMON NAILS
<br />FOR REVIEW CONT. 2x4 RAT RUN
<br />17, O/C
<br />AND APPROVAL SECURED W/ (2) 12d's Q
<br />MASONRY BOND BEAM
<br />EACH TRUSS
<br />SEE SCHEDULE
<br />GABLE END PRE-ENG'D TRUSS
<br />"
<br />W/ HIP RETURN SCALE:3/4"=l'-a'
<br />6 EDGE CENTRAL
<br />SPACING SPACING
<br />SEE SEE
<br />.PgHEDUL SCHEDULE SEE FRAMING PLAN
<br />SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W
<br />51/2' MIN. EMBED. (TYP)
<br />1. ENSURE THAT EXP. BOLTS/JBOLTS ARE
<br />PLACED INTO GROUTED CELLS, 6' ALL AROUND
<br />BOLT.
<br />Z 2. END OF FRONT AND REAR LEDGER SHOULD
<br />�o LAP A MIN OF 4'4'.
<br />3. ALL BOLTS TO HAVE WASHERS
<br />Z 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 DIA. x 3" MASONRY SCREWS MAY BE USED,
<br />ceuc coenwn ocro iiccucut
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLT SIZE
<br />6EDGESPACING
<br />CENTRALWAGNG
<br />A
<br />DOUBLE 2x8
<br />1/7'
<br />8" O/C
<br />16" O/C
<br />B
<br />DOUBLE 2x8
<br />3/4"
<br />8" O/C
<br />24" O/C
<br />C
<br />DOUBLE Z(10
<br />1/2'
<br />8" O/C
<br />16, O/C
<br />D
<br />DOUBLE 2x10
<br />3W
<br />8" O/C
<br />24" O/C
<br />E
<br />DOUBLE 2x10
<br />11.
<br />6' O/C
<br />16" O/C
<br />F
<br />DOUBLE 2x12
<br />3/4"
<br />6' O/C
<br />12" O/C
<br />10 WOOD LEDGER DETAIL
<br />SCALE: 3/4"=T-0"
<br />(2) 2X4 No.2 SYP DIAG. -
<br />BRACE W/ (3) 12d a EA.
<br />TRUSS (DIAG. BRACE TO
<br />COVER 5 TRUSSES)
<br />0'-0' TO 30-0" (1) "X" BRACE
<br />30'-l" TO 60'-0 (3) "X" BRACE
<br />(1):W BRACE®CENTER
<br />(2) W: BRACE DIVIDED EQUALLY
<br />FROM CENTER TO END.
<br />2x WOOD FASCIA, -
<br />SEE ARCHITECTURAL
<br />PRE-ENG GABLE TRUSS
<br />STIFFBACK (ASPER—�
<br />TRUSSENG)
<br />SEE SCHEDULE FOR
<br />BOND BEAM REQ.
<br />2x4 BLOCKING BETWEEN
<br />TRUSSES WHERE
<br />X-BRACING IS PRESENT AT
<br />4'-W O.C. (AT SHEATHING
<br />SEAMS)
<br />SECURE 2x8 PT. PLATE
<br />TO BLK W/ 1/Z' DIA.
<br />ANCHOR BOLT W/ 7'
<br />WASHER SET IN HIGH
<br />STRENGTH EPDXY 6'
<br />MIN. EMBED. AT 32' OC
<br />MAX.
<br />SECURE GABLE TO Zx8
<br />P.T. PLATE W/ 12d's 8"
<br />O.C. MAX
<br />CONT. 2x4 SECURED W/
<br />(2) 10dS 0 EACH TRUSS
<br />TO BE INSTALLED
<br />101-al O.C. MAX.
<br />BLOCK WALL W/ GABLE END
<br />PRE-ENG'D TRUSS �: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 (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 Ft AND F2 FORCES.
<br />11 ALTERNATE MATERIALS
<br />SCALE: 3/4"=V-0"
<br />A R C N I T E C T a
<br />6
<br />Design
<br />GIFou ln..
<br />41 N. RONALD REAGAN BL)
<br />LONGWOOD, FL 32780
<br />PH: 407-7744W78
<br />FAX: 407-7744078
<br />www.abdesigngroup.com
<br />AA #: 0003325
<br />EItn3mv. , LOTS
<br />SILVERADO
<br />LOT #5
<br />BLK #13
<br />PROJwcT#S
<br />03719,000-05131
<br />MoaEla
<br />02558-HATMORNE"
<br />0ARAGE S7►DM-
<br />LEFT
<br />PAOM
<br />DETAILS
<br />150 MPH EXP. B
<br />
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