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A -(I) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9) 10dx I J' NAILS TO TRUSS
<br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(12) 16d X 1 J' NAILS TO TRUSS
<br />DEL STRAP, 1 EACH SIDE WRAPS UP AND
<br />OVER TRUSS (NOT SHOWN)
<br />C-(l) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />(16) 10d x 3 J'NAILS TO GIRDER AND
<br />(2) SIMPSON HETA16 TRUSS ANCHORS
<br />WITH (12) 16d X 3 � NAILS TO GIRDER
<br />1)(2,2x WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />2x SECURED W/ (3) 16d
<br />GALV. COMMON NAILS.
<br />IX2 SECUREDW/ 10d
<br />GALV. COMMON NAILS
<br />12'0/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'xV-G* 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 />ENGINEEREDWOOO
<br />TRUSSES 0 24- O/C,
<br />SUBMIT SHOP DRAWINGS
<br />FOR REVIEW
<br />AND APPROVAL
<br />A ALLOWABLE UPLIFT U: 1810 LES, L:T70 USS (1 PLY)
<br />B ALLOWABLE UPLIFT U:2365 LOS, L 1430 LES (2 OR 3 PLY)
<br />C ALLOWABLE UPLIFT U2705 LBS (2 PLY)
<br />S1A 1B 1C TYPICAL TRUSS/
<br />(��IGIRDER CONNECTOR(S)
<br />3/4. T & G SUBFLOO14 GLUEDAND
<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 />ENGINEERED WOOD TRU
<br />0 24- O/C, SUBMIT SHOP
<br />DRAWINGS FOR REVIEW
<br />AND APPROVAL
<br />(1) SIMPSON HETA16
<br />TRUSSANCHORWITH
<br />(9) 1 Od 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 />'ROOF/WALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP 42 2'x 4',
<br />6', 8* . 4'-0' MAY BE ADDED
<br />W1 I Dd NAILS, 2 ROWS, 3-
<br />OIC TO FACILITATE ONE
<br />ADDITIONAL PLY MAX. TO
<br />ACCOMMODATE GIRDER
<br />TIEDOWN REQUIREMENTS.
<br />\—A-(l) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN
<br />WITH (4) t X S'TITEN HD TO CMU AND (12) SDS
<br />J' X 2 k TO GIRDER
<br />B-(I) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />12) k X 5' TITEN HD TO CMU AND (18) SDS il x
<br />lx2,2x WOOD FASCIA
<br />3* TO GIRDER
<br />SEE ARCHITECTURAL
<br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />2x SECURED W/ 13) 16d
<br />(2)kxS'TITENHDTOCMUAND(18)SDS J"XT
<br />GALV. COMMON NAILS.
<br />1 X2 SECURED Wl I Od
<br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN)
<br />GALV COMMON NAILS
<br />EAM
<br />BEAM ENSURE THAT CELLS ARE GROUTED
<br />12'010
<br />SEE SCHEDULE SOLID, WEACH WAY OF BOLTS
<br />A ALLOWABLE UPLIFT 3285 LES (2 OR 3 PLY)
<br />B ALLOWABLE UPLIFT 4725 LBS (2 PLY MIN.)
<br />C ALLOWABLE UPLIFT 8WS LES 12 PLY MIN.)
<br />_Y2 _Y_ C� TYPICAL ROOF
<br />r2A 2B 2 —ox- 4
<br />GIRDER CONNECTOR(S) LL _`
<br />LSTA12 20 GAUGE
<br />W/ 10dxl/2 HOG NAILS
<br />0 EACH END. TOTAL OF 10
<br />FLOOR
<br />GIRDER
<br />iTT4 W/ 6/8"AA, WITH
<br />AIN. 7' EMBEDMENT
<br />TO S�AB & (18) 16d
<br />2X4 OR 2X6 WOOD BEARING 2-1/2 NAILS TO PDX
<br />ST
<br />WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY
<br />PLANS FOR SPACING. SINGLE ON SLAB
<br />BTM. PLATE TO BE PT.
<br />PROVIDE DEIL. TOP PLATE
<br />PROVIDE BLOCKING
<br />1/2' GYP. WL. BD.
<br />tl �,GIRDER/WOOD POST CONNECTIONS
<br />FLOOR TRUSS CONNECTION @ L.B.W.
<br />SCALE: 3/4"-l'-O* (NO UPLIFT)
<br />OUTER 1/3 (
<br />SPAN ONLY
<br />BTM. -
<br />PLATE
<br />DEPTH 1/4*0
<br />—HOLE EDGE 15/8"
<br />. 216*13 SGL. STUD
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />EDGE >516'
<br />� 3t5*0 DBL. STUD
<br />A - SIMPSON HUS28 G � 1200 LES, U < 1280 LES W/ (1) 34- SIMPSON TITEN BOLT/J-BOLT, 51 MIN.
<br />EMBED (22) 16d GALV. COMMON NAILS AND (8) 10d QALV. COMMON NAILS.
<br />B - SIMPSON HUS28 G � 2400 LES, U � 1425 LES W/ (2) 314- SIMPSON TITEN BOLTIJ-BOLT, V MIN.
<br />EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS.
<br />C - SIMPSON HGUS28-2 G � 2400 LBS, U < 1810 LEIS 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 0 < 4800 LES, U < 1810 LBS W/ (4) 3/4- SIMPSON TITEN BOLT/J-BOLT, S'
<br />MIN. EMBED (36) 1 6d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
<br />E - SIMPSON HGUS28-3 G � 4600 LES, U < 1810 LES W1 (4) 314- SIMPSON TITEN BOLTIJ-BOLT, 5'
<br />MIN. EMBED (36) Ifid GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS.
<br />WOOD LEDGER
<br />ATTACHMENT DETAIL
<br />9 SCALE: 3/4'=I'-O*
<br />6'-0" MAX (W/1 X4)
<br />R 10'-0" MAX (W12 !!llv_
<br />#1100 UPLIFT SIMPSON
<br />HTSM20 W/10 10d TO
<br />TRUSS AND (4)114'.21/4'
<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) 1/4'. 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 & 2'APART
<br />REPAIR OF MULTIPLE
<br />mispi-AdED EMBEDDED TRUSS ANCHOR
<br />1 X4 DIA GONAL
<br />BTM.CHORO
<br />BRACING, SEE
<br />PLAN FOR LOCATION
<br />MAY NOT BE
<br />REQUIRED
<br />STM. CHORD OF
<br />WOOD ROOF TRUSSES
<br />IX4 BTM. CHORD BRACING 6-0"O/C END WALL OR OTHER
<br />MAX., OR 2X4 EITM. CHORD BRACING END TYPE CONDITION, IF
<br />101-0- O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN
<br />COMMON NAILS AT EACH CHORD
<br />INTERSECTIONTYP. BTM. CHORD BRACING
<br />5'EDGE
<br />CENTRAL
<br />SPACING
<br />SPACING
<br />SEE
<br />S
<br />5CHEDULE�
<br />S2M��� WE TWIG Pf
<br />L
<br />SEE SCHEDULE FOR BOLT
<br />LEDGER SCHEDULE Lu
<br />5 112- MIN. EMBED. (TYP)
<br />B 13
<br />1. ENSURE THAT EXP. BOLTS/J-HOLTS ARE
<br />H, H
<br />PLACED INTO GROUTED CELLS, S' ALL AROUND
<br />BOLT.
<br />2. END OF FRONT AND REAR LEDGER SHOULD
<br />LAP A MIN OF 4'-D'.
<br />3. ALL BOLTS TO HAVE WASHERS
<br />4 EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY
<br />CLOSER THAN VC/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 />BOLT SIZE
<br />VEDGESPACING
<br />CIROM&PACING
<br />A
<br />DOUBLE 2X8
<br />1/2"
<br />81 O/C
<br />16* O/C
<br />B
<br />DOUBLE 2xS
<br />14-
<br />81 Ole
<br />24'O/C
<br />C
<br />DOUBLE 2xlO
<br />1/2,
<br />a, O/C
<br />16, O/C
<br />D
<br />DOUBLE 2xI0
<br />11.
<br />a* O/C
<br />24' O/C
<br />E
<br />DOUBLE 2xI0
<br />3/4'
<br />6'O/C
<br />16, O/C
<br />F
<br />DOUBLE W2
<br />----
<br />I
<br />WOOD LEDGER DETAIL
<br />3/4'.V-0'
<br />(2) 2X4 No.2 SYP DIAG. -
<br />BRACE W/ (3) 12d 0 EA.
<br />TRUSS (DIAG BRACE TO
<br />COVER 6 TRUSSES)
<br />0'-0- TO 30'-0' (1) 'X' BRACE
<br />3U-l' TO EICY-0 (3) 'X' BRACE
<br />�l :X B A E *CENTER
<br />EIR C
<br />RACE 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 />W-0- O.C. (AT SHEATHING
<br />SEAMS)
<br />SECURE 2XB PT. PLATE
<br />TO SLK W1 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'. 8*
<br />O.C. MAX
<br />CONT. 2X4 SECURED W/
<br />(2) lOds 0 EACH TRUSS
<br />TO BE INSTALLED 0
<br />101-0'O.C. MAK
<br />BLOCK WALL W/ GABLE END
<br />1,� �-ENG�DTRU`S��
<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, Fl, AND F2
<br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
<br />SUBJECT TO Fl AND F2 FORCES.
<br />ALTERN TE MATERIALS
<br />LE: 3/4"-V�0"
<br />1441. N, RONALD REAGAN BLVD.
<br />ORLANDO, FL 32750
<br />PH: 407-774-6078
<br />FAK 407-7744078
<br />www.abdeslgngroup.com
<br />AA#:O003325
<br />DRAFTING BY:
<br />A.S. DESIGN GROUP
<br />DRAFnNGINC.
<br />5439 BEAUMONT CENTER BLVD.
<br />SUITE 1004
<br />TAMPA, FLORIDA 33634
<br />PH: 8134M&2628
<br />FAX: 813-886-2802
<br />ISXMDIV. S& LWO
<br />SILVERADO
<br />LOT #22
<br />BLK #1
<br />pr.tojzcT# 1
<br />03719,000-22'01
<br />Tfd!�-CAMDEN
<br />GARAGE EMNG:
<br />LEFT
<br />PAGE:
<br />DETAILS
<br />IQ50 MPH EXP. V
<br />
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