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<br />
<br />ALL UPLIFT CAPACITIES ARE BASED ON USP-2004 CATALOG
<br />
<br />TRUSS JOINT UPLIFT CONN. FASTENERS* * DETAIL
<br />TYPE LOCATION (LBS) MANUF, CONNECTION QTY CAPACITY PER CONN,
<br /> LEFT 594 USP HTA 20-18 1 1200 10-10d x 11/2"
<br />HOl INTERIOR 1980 USP HTW20 2 2630 40-10d 5.1-U/S7
<br /> RIGHT 1386 USP HTA20 1 1500 13-10d x 11/2"
<br /> LEFT 743 USP HTA 20-18 1 1200 10-10d x 11/2"
<br />H08 INTERIOR 1683 USP HTW20 2 2630 40-10d 5.1-U/S7
<br /> RIGHT 940 USP HTA 20-18 1 1200 10-l0d 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 11/2"
<br /> HIP JACK USP RT 7 2 1170 20-8d
<br />HUNG USP HUS26 1 1925 20-16d
<br />
<br />*Double connectors to placed diagonally to each other.
<br />**Do 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 />2 x CONNECT TO
<br />HEADER W / 10d NAI LS
<br />12" OIC STAGGERED
<br />2 ROWS
<br />
<br />.SECTION
<br />A-A
<br />
<br />HEADER
<br />1/2" DRYWALL
<br />2 x 45 DIAGONAL
<br />BRACE(S)
<br />
<br />
<br />6"
<br />-fi-
<br />
<br />
<br />HEADER CRIPPLE STUD
<br />
<br />(4) 10d NAILS INTO
<br />2 x BRACEI BLKG,
<br />
<br />2 x 45 DIAGONAL
<br />BRACE AT EA. FACE
<br />OF ARCH WI (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 />BTWN, ARCH FACES W (4) 10d NAILS
<br />INTO 2 x
<br />
<br />
<br />INTERIOR ARCH DETAIL
<br />REV. 8-4{)4 TH. NOTTO SCALE
<br />
<br />L
<br />
<br />
<br />
<br />PRE-ENGINEERE
<br />WOOD TRUSSES
<br />
<br />INIMUM 2')(4' CROSS
<br />BRACING (SEE PLAN
<br />FOR LOCATIONS)
<br />
<br />3) 12d PER JOINT
<br />
<br />CONTINUOUS BOTTOM CHORD BRACING 2 )( 4 MIN,
<br />
<br />20'-0" MAX
<br />
<br />20'-0" MAX
<br />
<br />
<br />OVERLAP TRUSS BRACING
<br />· T LEAST 1WO TRUSS SPACE
<br />
<br /><D
<br />o
<br />o
<br />@
<br />
<br />11'-0" FLAT CEILING
<br />
<br />TYPICAL HTA 20-181 HTA 20 INSTALLATION
<br />
<br />6" OVERLAP f
<br />
<br />r
<br />
<br />MINIMUM (2) 16d PER JOINT
<br />
<br />
<br /> "X' BRACE SE~ I r-~ONTINUOUS BOTTOM CH J
<br /> DETAIL 2/S3 / BRACING 2 X 4 MIN, SEE D T
<br />~ 1\ /
<br /> II E p. - - - -
<br /> ~ <
<br /> 1""- i - - - -
<br /> i'\ 0
<br /> .'
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<br /> 0
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<br /> t> <
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<br /> ill
<br />E: L TOP & BOTT
<br />EE TRUSS MANUFACTURER'S TRUSS ENGINEERING
<br />
<br />d
<br />ill
<br /> c..:
<br />9 ~
<br />~
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<br />~
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<br />AIL 3/8-3
<br />
<br />INIMUM 2)(4 TRUSS BRACING
<br />
<br />o
<br />z
<br />w
<br />g"
<br />J:
<br />
<br />CROSS BRACING DETAIL (TYP.)
<br />SCALE N,T.S.
<br />REVISED 8/22/03 TH.
<br />
<br />
<br />TRUSS BRACING OVERLAP DETAIL(TYP.)
<br />SCALE: N.T.S.
<br />REVISED 8/22/03 TH.
<br />
<br />
<br />4" MIN. EMBEDMENT
<br />SEE SCHEDULE FOR
<br />SIZE AND QUANTITY
<br />OF FASTENERS
<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 />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 />
<br />11'-0" BEARING HGT.
<br />8'-0" BEARING HGT.
<br />
<br />HANGER SCHEDULE
<br />
<br />1-PL Y TRUSS == USP HU5-26
<br />2-PL Y TRUSS == USP THDH210-2
<br />3-PLY TRUSS == USP THDH210-3
<br />VAULTED - OR - SKEWED TRUSS
<br />USP LSSH31
<br />
<br />8'-0" FLAT CEILING
<br />
<br />2.25/12 VAULTED CEILING
<br />
<br />2 x 8 P.T. BUCK-CONNECT TO BLOCK
<br />WI 3/16" x 3 1/4" TAPCON
<br />( 11/4" MIN. EMBEDMENT INTO BLK.)
<br />
<br />--SECTION
<br />A-A
<br />
<br />X'MAX.
<br />4
<br />
<br />SOLID BLKG. AT TOP
<br />BTWN. ARCH BLKG. & BUCK
<br />
<br />2'-0"
<br />
<br />8"
<br />
<br />3/16" x 3" TAPCONS
<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 W/ 8d NAILS
<br />I NST ALL WDW. SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />
<br />
<br />
<br />,..8d NAIlS AT 8' Q C,
<br />, AT 8JCK
<br />
<br />LEAVE A CUT OUT IN O.S,B.
<br />ON THE INSIDE TO ALLOW FOR
<br />INSULATION TO BE INSTALLED
<br />2 x 8 45 DIAGONAL
<br />BRACE AT EA. FACE
<br />OF ARCH WI (3) 10d
<br />NAILS AT EA. END
<br />PROVIDE TAPCON
<br />WITHIN 4" MIN.
<br />OF BRACE
<br />
<br />(4) 10d NAILS INTO
<br />2 x 8 BRACE/ BLI~G.
<br />CUT HOLE IN O.S.B. FOR
<br />POLY-CELL IN THIS AREA
<br />(4) 10d NAILS INTO
<br />2 x 8 BRACE/ BLKG.
<br />
<br />2 x 8 SOLID BLKG. (FULL WIDTH OF WALL)
<br />BTWN. OSB ARCH FACES W (4) 10d NAILS
<br />THRU OSB INTO 2 x 8
<br />
<br />PROVIDE TAPCON PER WDW. 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 /> 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 "
<br />USP
<br />SPT22 29 HARDWARE (BOLTS)
<br />SPT24 41
<br />SPT4 3 1/2" x 8" J Bolt (or) 9
<br />HTA 20-18 88 - 1/2" x 6" Expansion Anchors 9
<br />HTW 20 4 - 2-7/8" "Hilti" Nails 24
<br />RT 16 26 - 1/4" x 3" Tapcons 18
<br />RT 7 8
<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 />L TS 19 5 5/8" x 7" Wedge Anchors 2
<br />HTT22 2 3/4" Weoge Anchors 2
<br />MSTA36 10 3/8" x 11/2" Steel Laf!; Bolts 12
<br />L TS 20B 2
<br />LSTA30 4
<br />SIMPSON
<br />H8 2
<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. O.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 8/22/03 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" 010" - 41.5" 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" 1 0'.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 />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 />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS
<br />DRAWING ONLY.
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<br />
<br />LAST PLOT
<br />DATE:April 11, 2005 @
<br />
<br />.------
<br />
<br />NOTE: IT is Tf<E CONTRACTORS RESPONSIBILITY TO REVIEW ALL
<br />DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO
<br />ENGINEER'NG, LLC IS RESPONSIBLE FOR THE STRUCTURAL
<br />INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN
<br />FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAW,NGS,
<br />CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED
<br />DRAWINGS MUST BE BROUGHT TO THE AlTENTION OF DANSCO
<br />ENGINEERING, LLC PRIOR TO THE COMMENCE~ENT OF CONSTRUCTION.
<br />
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<br />SHEET NO.
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<br />
<br />-----....
<br />
<br />PLACE SEAL HERE DE #250981
<br />
|