|
<br />r
<br />
<br />
<br />MINIMUM (2) 16d PER JOINT
<br />
<br />
<br />20'-0" MAX
<br />
<br />20'-0. MAX
<br />
<br />40'-0"
<br />
<br />PRE-ENGINEERE
<br />WOOD TRUSSES
<br />
<br />OVERLAP TRUSS BRACiNG
<br />· T LEAST 1WO TRUSS SPACE
<br />
<br />RD
<br />AIL 3/S-3
<br />
<br />INIMUM 2x4 TRUSS BRACING
<br />
<br /> - -
<br /> 28'-0' 12'-0' -
<br /> -
<br /> C' ~ ... '" Ll'l '" ... ci Y
<br /> ~ ~ ~ ~ ~ c.,~
<br /> , ~ J01
<br /> J01 Q
<br /> ~ I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- ... ... V
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<br /> 003 f- !O3
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<br /> i'- i'-
<br /> J05 !O5
<br /> " 28'4" 11'-8';
<br /> " HO /
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<br /> H02 /
<br /> ~ H03 Y
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<br /> 13'.111/2" / cJ)
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<br /> N
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<br /> "-~1
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<br /> SOl ~
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<br /> 9'-4" 11'-8" ("')
<br /> 19'-0"
<br /> SOl
<br /> NON BEARIN WALL
<br /> /"'-
<br /> / "" =r
<br /> H13 ~
<br /> / -"-
<br /> "-
<br /> ~ BEARING WALLS / Hll ~
<br /> N / ~
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<br /> c.,,>r;j '" Ll'l
<br /> Q Q Q Q Q
<br /> @
<br /> S4 8'4'
<br /> 19'-0" 7 '-D" 14'.0'
<br /> 40'-0"
<br /> -
<br />
<br />INIMUM 2"x4' CROSS
<br />BRACING (SEE PLAN
<br />FOR LOCATIONS)
<br />
<br />3) 12d PER JOINT
<br />
<br />
<br />ONTINUOUS BOTTOM CHORD BRACING 2 x 4 MIN,
<br />
<br />
<br /> "X" BRACE SE~ r rfONTINUOUS BOTTOM CHP
<br /> DET AIL 2JS3 BRACING 2 X 4 MIN, SEE Df T
<br />~ \ II
<br /> J E - - - -
<br /> \. ...-
<br /> ./ I".
<br /> '\ [ - - - -
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<br /> ...-
<br />./ ./ f-...
<br />b(l d iT - - -
<br /> w
<br />E: L TOP & BaTT
<br />EE TRUSS MANUFACTURER'S TRUSS ENGINEERING
<br />
<br />0.:
<br />~
<br />
<br />6" OVERLAP i
<br />
<br />
<br />o
<br />z
<br />w
<br />c..
<br />J:
<br />
<br />
<br />CROSS BRACING DETAIL (TYP.)
<br />SCALE: N,T,S,
<br />REVISED 8/22103 TH.
<br />
<br />
<br />TRUSS BRACING OVERLAP DETAIL(TYP.)
<br />SCALE: N,T,S,
<br />REVISED 8122/03 TH,
<br />
<br />4" MIN, EMBEDMENT
<br />SEE SCHEDULE FOR
<br />SIZE AND QUANTITY
<br />OF FASTENERS
<br />
<br />~
<br />io
<br /><t
<br />
<br />~
<br />io
<br />'<t
<br />
<br /> HARDWARE LIST
<br />CLIENT NAMF' US HOME TAKE OFF BY: A.S.
<br />MODEL: Oxford 2003 - USP CHECKED BY: J.B,
<br /> QTY PER QTY PER
<br /> ELEV ELEV
<br />DESCRIPTION II DESCRIPTION 1\
<br />USP
<br />SPT22 29 HARDWARE mOL TS\
<br />SPT24 41
<br />SPT4 3 1/2" x 8" J Bolt (or) 9
<br />HTA 20-18 88 - 1j2" x 6" Expansion Anchors 9
<br />HTW 20 4 - 2-7/8" "Hiltj" Nails 24
<br />RT 16 26 . 1j4" x 3" Tapcons 18
<br />RT 7 B
<br />RSPT4 6 1/2" x 8" A307 A,B. OR 20
<br />MSTA24 6 1/2" Dia. X 6" Titen H.D, 20
<br />MSTA36 2 1/2" x 8" Anchor Bolts 20
<br />LTS 19 5 5j8" x 7" Wedge Anchors 2
<br />HTT22 2 3j4" Wedge Anchors 2
<br />MSTA36 10 3/8" x 11/2" Steel Lag Bolts 12
<br />L TS 20B 2
<br />LSTA30 4
<br />SIMPSON
<br />H8 2
<br />
<br />TYPICAL HTA 20-181 HTA 20 INSTALLATION
<br />
<br />
<br />
<br />
<br />JOB NUMBER: R14020
<br />CUSTOMER: USH CORPORATION
<br />JOB NAME: OXFORD 2000 II
<br />DRAWN BY: TM DATE: 7-13-2001
<br />PITCH: OH: 16" SQ
<br />BEARING: 3.5" & 8" LOAD: PSF
<br />
<br />11'-0" BEARING HGT.
<br />
<br />mid-state truss CO., inc.
<br />3125 Reynolds Rd., P.O. Box 1606
<br />Eaton Park, Florida 33840
<br />813-665-1309/1-800-940-8787
<br />
<br />HANGER SCHEDULE
<br />
<br />8'-0" BEARING HGT.
<br />
<br />Q
<br />o
<br />Q)
<br />@
<br />
<br />i-PLY TRUSS::: USP HUS-26
<br />2-PL Y TRUSS::: USP THDH210-2
<br />3-PL Y TRUSS = USP THDH210-3
<br />VAULTED - OR - SKEWED TRUSS
<br />USP LSSH31
<br />
<br />8'-0" FLAT CEILING
<br />2.25/12 VAULTED CEILING
<br />
<br />11'-0" FLAT CEILING
<br />
<br />ALL UPLIFT CAPACITIES ARE BASED ON USP-2004 CATALOG
<br />
<br />TRUSS JOINT UPLIFT CONN, FASTENERS** DETAIL
<br />TYPE LOCATION (LBS) MANUF. COI\NECTION QTY CAPACITY PER CONN.
<br /> RIGHT 594 USP HTA 20-18 1 1200 10-10d x 11/2"
<br />HOl INTERIOR 1980 USP HlW20 2 2630 40-10d 5.1-U/S7
<br /> LEFT 1386 USP HTA20 1 1500 13-10d x l1j2"
<br /> RIGHT 743 USP HTA 20-18 1 1200 10-10d x 11/2"
<br />HOB INTERIOR 1683 USP HlW20 2 2630 40-10d 5.1-U/S7
<br /> LEFT 940 USP HTA 20-18 1 1200 10-10d x 11/2"
<br />NOTE: ALL OTHER TRUSS BRG, CONNECTIONS ARE USP HTA 20-18 OR EQUAL FOR MASONRY; USP RT 16 OR RT
<br />THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY.
<br />MASONRY USP HTA 20-18 1 1200 10-10d x 11/2"
<br />TIMBER COMMON USP RT 16 1 945 16-8d x llj2"
<br /> HIP JACK USP RT 7 2 1170 20-8d
<br />HUNG USP HUS26 1 1925 20-16d
<br />
<br />2 x CONNECT TO
<br />HEADER Wj 10d NAILS
<br />12" OIC STAGGERED
<br />2 ROWS
<br />
<br />2 x 8 P.T. BUCK-COI\NECT TO BLOCK
<br />WI 3/16" x 3 lj4" TAPCON
<br />( 11/4" MIN. EMBEDMENT INTO BLK.)
<br />
<br />.SECTION
<br />A-A
<br />
<br />1" MAX.
<br />4
<br />
<br />SOLID BLKG, AT TOP
<br />BTWN. ARCH BLKG. & BUCK
<br />
<br />
<br />
<br />3j16" x 3" TAPCONS
<br />
<br />
<br />HEADER
<br />1/2" DRYWALL
<br />2 x 45 DIAGONAL
<br />BRACE(S)
<br />
<br />1 X 4 FURRING
<br />BLOCK HEADER
<br />1/2" DRYWALL-
<br />2 x 8 45 DIAGONAL
<br />BRACE(S)
<br />
<br />BUILT UP PLWD. BUCK-
<br />SCRIBE (NOTCH) BACKSIDE TO FIT
<br />ARCH CONNECT Wj 8d NAILS
<br />INSTALL WOW. SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />
<br />"..80 NAILS AT 8' 0 C,
<br />~ AT BUCt<.
<br />
<br />LEAVE A CUT OUT IN O.S.B.
<br />ON THE INSIDE TO ALLOW FOR
<br />INSULATION TO BE INSTALLED
<br />
<br />2 x 8 45 DIAGONAL
<br />BRACE AT EA. FACE
<br />OF ARCH WI (3) 10d
<br />NAILS AT EA. END
<br />
<br />PROVIDE TAPCON
<br />~~T~~~C1:' MIN.
<br />
<br />(4) 10d NAILS INTO
<br />2 x 8 BRACE/ BLKG.
<br />7/16" OSB CUT HOLE IN O.S,B. FOR
<br />ARCH PANEL POLY-CELL IN THIS AREA
<br />(4) 10d NAILS INTO
<br />2 x 8 BRACEI BLKG,
<br />
<br />2 x 8 SOLID BLKG. (FULL WIDTH OF WALL)
<br />BlWN. OSB ARCH FACES W (4) 10d NAILS
<br />THRU OSB INTO 2 x 8
<br />
<br />PROVIDE TAPCON PER WOW. INSTALLATION
<br />DETAILS OR THRU 1-1/2" THK. OR MORE BUCK
<br />WITHIN 6" MIN. OF START OF ARCH
<br />
<br />
<br />EXTERIOR ARCH DETAIL
<br />REV 8 '()4 -04 TH NOT TO SCALE
<br />
<br />L
<br />
<br />* Double connectors to placed diagonally to each other,
<br />**00 not drive nails through the truss plate on the opposite side of the truss which could force the plate off the truss.
<br />* * * Mounted vertically,
<br />
<br />NOT
<br />1) S
<br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
<br />THAT MY BE REQUIRED
<br />2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT
<br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB,
<br />
<br />OM CHORD
<br />GABLE END BRACING @
<br />4'-0" a.c. MAX. FOR
<br />FIRST (4) ROWS OF TRUSSES
<br />
<br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
<br />
<br />
<br />AS PER HIB 91
<br />
<br />SCALE N.T.S,
<br />REVISED 8122/03 TH.
<br />
<br />
<br />
<br />TYPICAL HUS INSTALLATION
<br />
<br />TYPICAL RT16 INSTALLATION
<br />
<br />
<br />
<br />3/4" "J" BOLT WI
<br />6" MIN. EMBEDMENT
<br />
<br />HTA 20-181 HTA 20 INSTALLATION @ MID SPAN
<br />
<br />TYPICAL MUGT15 INSTALLATION
<br />
<br /> "L" BRACING REQUIREMENTS
<br />STUD NO (1) 2"x4" (2) 2"x4" (2) 2"x6"
<br />SPACING "L" BRACE "L" BRACE "L" BRACE "L" BRACE
<br />16" 0'0" - 4'-5" 4'-5" - 8'-0" 8'-0" - 12'-0" 12'-0" - 16'-0"
<br />24" 0'-0" - 4'-0" 4'-0" - 7'-0" 7'-0" - 1 0'-0" 10'-0" - 14'-0"
<br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
<br /> (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
<br />
<br />NOTE:
<br />1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT,
<br />SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE.
<br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH
<br />10dx3" NAILS @ 4" O/C.
<br />
<br />.. SECTION
<br />A-A
<br />
<br />6"
<br />t1
<br />
<br />
<br />HEADER CRIPPLE STUD
<br />
<br />(4) 10d NAILS INTO
<br />2 x BRACEj BLKG.
<br />
<br />2 x 45 DIAGONAL
<br />BRACE AT EA. FACE
<br />OF ARCH Wj (3) 10d
<br />NAILS AT EA. END
<br />
<br />(4) 10d NAILS INTO
<br />2 x BRACEI BLKG.
<br />
<br />2 x SOLID BLKG. (FULL WIDTH OF WALL)
<br />BlWN, ARCH FACES W (4) 10d NAILS
<br />INTO 2 x
<br />
<br />
<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE
<br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE
<br />FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND
<br />GUST, EXPOSURE "B" WIND ZONE (2001 EDITION).
<br />
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE
<br />DATE IS SIGNED AND SEALED,
<br />
<br />INTERIOR ARCH DETAIL
<br />REV. 84.()4 TH, NOT TO SCALE
<br />
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS
<br />DRAWING ONLY,
<br />
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<br /> DATE: April 15, 2005
<br />
<br />
<br />NOTE: IT IS THE COt'lTRACTORS RESPONSIB!lITY TO REV!EW ALL
<br />DRAWI"JGS BEFORE CONSTRUCTION BEGINS. DANSCO
<br />ENGINEERING, LlC IS RESPONSIBLE f-DR THE STRUCTURAL
<br />INTEGRITY OF THIS PROJECT ONLY, ANY DISCREPANCY BEiWaN
<br />FIELD CONDIT!ONS, OTHER DESIGN PROFESSIONAlS' SHOP DRAWINGS,
<br />CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED
<br />DRAWIr--GS MUST BE BROUGHT TO THE A11ENTION OF DANSCO
<br />ENGINEERING, LlC PRIO~ TO THE COMMENCE.'v1ENT OF CONSTRUCTION,
<br />
<br />
<br />..
<br />..
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<br />\
<br />\ APR 1 8 2005
<br />\
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<br />/
<br />/
<br />/
<br />/
<br />..
<br />
<br />PLACE SEAL HERE DE #250989
<br />
<br />,
<br />,
<br />
<br />"
<br />
<br />------
<br />
|