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0 T I
<br />A-(l) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(9) lDd x I �'NAILS TO TRUSS
<br />B�2) SIMPSON HETA16 TRUSS ANCHOR WITH
<br />(12) 16d x 1 ?'NAILS TO TRUSS
<br />DBIL STRAP, 1 EACH SIDE WRAP$ UP AND
<br />OVER TRUSS (NOT SHOWN)
<br />41) SIMPSON LGT2 GIRDER TIEDOWN WITH
<br />(16) 10d X 3 J'NAILS TO GIRDER AND
<br />(2) SIMPSON HETA16 TRUSS ANCHOR$
<br />WITH (12) 16d x 3 �'NAILS TO GIRDER
<br />IX2, 2< WOOD FASCIA
<br />SEE ARCHITECTURAL
<br />Z� SECURED Wl (3)16d
<br />GALV. COMMON NAIL.S.
<br />bQ SECURED W/ 10d
<br />GALV. COMMON NAILS
<br />17, O/C
<br />MASONRY BOND BEAM
<br />SEE SCHEDULE
<br />PLYWOOD SHEATHING, SEE
<br />"ROOF/WALLIFLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE'
<br />NOTE: A PT SYP #2 Zxf%
<br />6'. 8" x 4'-0" MAY BE ADDED
<br />Wl 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 2,V'O/C.
<br />SUBMIT SHOP DRAWINGS
<br />FOR REVIEW
<br />AND APPROVAL
<br />A ALLOWABLE UPLIFT U: 1810 LBS, LT70 UBS (I PLY)
<br />B ALLOWABLE UPLIFT U:2365 LBS, L1430 UBS (2 OR 3 PLY)
<br />C ALLOWABLE UPLIFT U:2705 UBS (2 PLY)
<br />(_11,\ �111�1 TYPICAL TRUSS/
<br />1A IB 1C SCALE:
<br />GIRDER CONNECTOR(S)
<br />475—oo
<br />. 314" WOOD PANELS
<br />6000
<br />(2) 10 WOOD PANELS
<br />61
<br />(2) la" WOOD PANELS
<br />90
<br />2xLUMBER
<br />34'T & G SUBFLOOR GLUED AND
<br />SCREWED AS PER SCHEDULE
<br />PRE-ENG I -JOIST
<br />5/8" GYPSUM BOARD OR lt7HIGH
<br />STRENGTH CLG BOARD
<br />SECURE I -JOIST TO TOP PLATE
<br />w/ (2) 12d TOENAILS
<br />DOUBLE TOP PLATE
<br />ZK4 OR 2K6 WOOD BEARING
<br />WALL Wl 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 />SEE SHEET Sl IA FOR
<br />NAIL SIZE AND PATTERN
<br />r,_'�I-JOIST CONNECTION @ L.B.W.
<br />�,��E: 3/,f'=T-U' (NO UPLIFT)
<br />OUTER 113 OF
<br />SPAN ONLY
<br />BTM. —
<br />PLATE
<br />DEPTH l9*D
<br />—HOUE EDGE 5/8"
<br />—HOUE DIAMETER
<br />2t5*D SGL STUD
<br />/—HOLE EDGE >5/&'
<br />'1�10UE DIAMETER
<br />� 3/5*D DBL. STUD
<br />STUD NOTCHING
<br />AND BORING LIMITS
<br />0 24" OIC, SUBMIT SHOP
<br />DRAWINGS FOR REVIEW
<br />AND APPROVAL
<br />III SIMPSON HETA16
<br />TRUSS ANCHOR WITH
<br />(9) 1 Dd x 1 f'NALS 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 />"ROOFNVALL/FLOOR
<br />SHEATHING
<br />FASTENER SCHEDULE"
<br />NOTE: A PT SYP #2 Z'x 4�%
<br />6", 8" x 4'-U'MAY BE ADDED
<br />W1 10d NAILS, 2 ROWS, a'
<br />OIC 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) J'x 5" TITEN HD TO CMU AND (12) SIDS
<br />J'x 2 �'TO GIRDER
<br />B-(l) SIMPSON FGTR GIRDER TIEDOWN WITH
<br />(2)�'x F'TITEN HD TO CMU AND (18) SOS J'x
<br />lx2, 2K WOOD FASCIA
<br />3" TO GIRDER
<br />SEE ARCHITECTURAL
<br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH
<br />2x SECURED Wl (3) 16d
<br />GALV COMMON NAILS.
<br />(2) �'x 671TEN HO TO CMU AND (18) SOS *'x 3'
<br />lx2 SECURED Wl 10d MASONRY BONI)
<br />SCREWS TO GIRDER (EACH TIEDOWN)
<br />GALV. COMMON NAILS BEAM
<br />ENSURE THAT CELLS ARE GROUTED
<br />lZIO/C SEE SCHEDULE
<br />SOLID, 6� EACH WAY OF BOLTS
<br />A ALLOWABLE UPLIFT 3285 UBS (2 OR 3 PLY)
<br />B ALLOWABLE UPLIFT 4725 USS (2 PLY MIN.)
<br />C ALLOWABLE UPLIFT 8885 UBS (2 PLY MIN.)
<br />(2AAY�_�;9r TYPICAL ROOF
<br />29;B 2C __rLE
<br />GIRDER CONNECTOR(S) CA
<br />STA 22 A
<br />' , 1 0 - "'
<br />O'x '2 HOG COMMON NAILE
<br />:ACH END TOTAL OF 10
<br />4500
<br />3/4" WOOD PANELS
<br />6000
<br />12) 1/2" WOOD PANELS
<br />&
<br />60
<br />(2) 1/2" V4000 PANELS
<br />90
<br />2xLUMBER
<br />L-VUI-JOISTWITH
<br />BACKER BLOCK
<br />HTT4 W1 518" A.B. WITH
<br />MIN. r'EMBEDMENT
<br />TO SLAB 1, (18)16d x
<br />2-1/2" NAILS TO POST.,
<br />POST TO $IT DIRECTLY
<br />ON SLAB ----
<br />.A.
<br />r,_�\LVLMOOD POST CONNECTIONS
<br />IM
<br />A - WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM
<br />A - SIMPSON HUS28 G � 1200 LBS, U � 1280 LBS W1 (1) 341 SIMPSON TITEN BOLT"QLT, S'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) 3141 SIMPSON TITEN SOLT/J-BOLT, 6, MIN,
<br />EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV, COMMON NAILS.
<br />C _ SIMPSON HGUS2Sw2 G � 2400 LBS, U � 1810 LBS W/ (2) 314- SIMPSON TITEN BOLT/J-BOLT, S'
<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) 31,f' SIMPSONTITEN BOLT/J-BOLT, 6'
<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) 31,V'* SIMPSON TITEN BOLT/J-BOLT, 6'
<br />MIN. EMBED (36) 16d GALV COMMON NAILS AND (12)16d GALV COMMON NAILS.
<br />WOOD LEDGER
<br />ATTACHMENT DETAIL
<br /># 1100 UPLIFT SIMPSON
<br />HTSM20 W/10 10d TO
<br />TRUSS AND (4)114".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 W/10 10d TO
<br />TRUSS AND (4) 1/4'x 2 11,V'
<br />TITEN 2 ANCHORS TO
<br />CONT POURED LINTEL
<br />PRE-ENG TRUSS
<br />CONTINUOUS BOND BEAM
<br />TITEN 2 ANCHORS MIN.
<br />Z'COVER & Z'APART
<br />REPAIR OF MULTIPLE
<br />MISPLACED EN OR
<br />6--0" MAX (W/lX4)
<br />11 PR 10'-0" MALX (T��
<br />(2) 2X4 No 2 SYP DIAG
<br />2X4 BLOCKING 13ETWEEN
<br />BRACE W/ (3) 12d 0 EA
<br />TRUSSES WHERE
<br />TRUSS (DIAG. BRACE TO
<br />X-BRACING IS PRESENT AT
<br />COVER 5 TRUSSES)
<br />4'-U' O.C, (AT SHEATHING
<br />0' -0" TO 30'-0" (1) X" BRACE
<br />SEAMS)
<br />31D-4- TO 60--0 (3) 'X' BRACE
<br />SECURE 2x8 PT. PLATE
<br />(1�::X:BRA E@CENTER
<br />TO BUK Wl lt2'01A.
<br />�2 X: BRACE DIVIDED EQUALLY
<br />ANCHOR BOLT Wl 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 />)IAGONAL
<br />MAX.
<br />CHORD
<br />PRE-ENG GABLE TRUSS
<br />SECURE GABLE TO ZK8
<br />CING, SEE
<br />P.T. PLATE W/ 12d's 9'
<br />\1 FOR LOCATION
<br />STIFFBACK (AS PER
<br />O.C. MAX
<br />NOTSE
<br />UIRED
<br />TRUSS ENG)
<br />----CONT 2x4 SECURED W/
<br />(M EACH TRU.S
<br />TO BE INSTALUED@
<br />CHORDOF
<br />10,_0" O.C. MAX.
<br />)D ROOF TRUSSES
<br />1.4 STM. CHORD BRACING 6-0" O/C END WALL OR OTHER
<br />MAX., OR 2�4 STM. CHORD BRACING END TYPE CONDITION, IF
<br />10'�U'O/C MAXSECURED Wl (2) 10d DEPICTED SEE PLAN
<br />COMMON NAILS AT EACH CHORD
<br />INTERSECTION TYP.
<br />BTM. CHORD BRACING
<br />5'EDGE
<br />CENTRAL
<br />SPACING
<br />SPACING
<br />SEE
<br />8 R%pie 'ITM
<br />_§CHEOULE__
<br />SCH SEE FRAMING PLAN
<br />SEE SCHEDULE FOR SOL
<br />LEDGER SCHEDULE d
<br />5 lt2,, MIN EMSrD. (TYP)
<br />1. ENSURE THAT EXP. BOLTSIJ-BOLTS ARE
<br />PLACED INTO GROUTED CELLS, ff'AUL AROUND
<br />BOLT.
<br />Z
<br />2. END OF FRONT AND REAR LEDGER SHOULD
<br />LAP A MIN OF 4-17'.
<br />3 ALL BOLTS TO HAVE WASHERS
<br />4. EXP. BOLTSIJ-BOLTS SHOULD NOT BE ANY
<br />CLOSER THAN 6" O/C,
<br />5, IN LIEU OF HI TI PAFS SIMPSON TITEN 1/,V'
<br />(2) PT
<br />DIA. X 3�. MASONRY SCREWS MAY BE USED,
<br />AAMP qPAr.[Nr. � lj��M�MT
<br />LEDGER SCHEDULE
<br />MARK
<br />SIZE
<br />BOLTSIZE
<br />WWWWAGNIII
<br />09111ftOMM
<br />A
<br />DOUBLE 2X8
<br />S. O/C
<br />16" O/C
<br />B
<br />DOUBLE W
<br />3/4"
<br />81, O/C
<br />24" O/C
<br />C
<br />DOUBLE 2110
<br />irz,
<br />81, O/C
<br />161, O/C
<br />DOUBLE b110
<br />3/,C'
<br />91 01C
<br />24" O/C
<br />E
<br />DOUBLE alO
<br />3/,Vl
<br />el 01C
<br />16, 01C
<br />r F
<br />I DOUBLE i;1�2
<br />�3/4-
<br />6- OIC
<br />1 12" OIC
<br />SWOOD LEDGER DETAIL
<br />YILO_� LE: 314"=l',a'
<br />SEE SCHEDULE FOR
<br />BOND BEAM REQ.
<br />BLOCK WALL W/ GABLE END
<br />�,�PR�E-EN&FDTRU�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 />RNATE MATERIALS
<br />SCALE'
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FIL 32750
<br />PH: 407-774,6078
<br />FAX: 407-774-4078
<br />www.abdeslgngroup.com
<br />AA 111: 0003325 A
<br />DRAFTING RY-.-.
<br />A.B. DESIGN GROUP
<br />DRAFTING INC.
<br />5439 BEAUMONT CENTER BLVD.
<br />SUITE 1004
<br />TAMPA, FLORIDA 33634
<br />PH: "
<br />J.34=28
<br />FAX: 2802
<br />814
<br />0 4 1
<br />atmDzv. a. LOTM
<br />SILVERADO
<br />LOT #5
<br />BLK #10
<br />PitOJECTiP
<br />03719.000-05102
<br />MODEL&
<br />2368-D
<br />GARAGE 8WING:
<br />LEFT
<br />PAGE:
<br />DETAILS
<br />%,150,WH M pj
<br />PHIrl" mm"14
<br />DATE- 06/09 77
<br />EM&M 1/4"=l'-O"
<br />WKEET
<br />S3. IA
<br />I Of
<br />
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