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<br />
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<br />
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<br /> -
<br /> 17'-7" - - 9'-6" 12'-11"
<br /> 40'-0'
<br />
<br />
<br />
<br />MINIMUM (2) 16d PER JOINT
<br />
<br />20'-0" MAX
<br />
<br />20'-0" MAX
<br />
<br />PRE-ENGINEERE
<br />WOOD TRUSSES
<br />
<br />OVERLAP TRUSS BRACING
<br />. T LEAST TWO TRUSS SPACE
<br />
<br />RD
<br />AIL 3/S-3
<br />
<br />INIMUM 2"x4' CROSS
<br />BRACING (SEE PLAN
<br />FOR LOCATIONS)
<br />
<br />3) \2d PER JOINT
<br />
<br />
<br />ONTINUOUS BOTTOM CHORD BRACING 2 x 4 MIN.
<br />
<br />6. OVERl.AP r
<br />
<br />
<br />
<br /> "X' BRACE SE~ r r-~ONTINUOUS BOTTOM CH )1
<br /> DETAIL 21S3 BRACING 2 X4 MIN. SEE D T
<br />~I /
<br /> \ I E
<br /> '- - - - -
<br /> v
<br /> '\ i - - - -
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<br /> / 0
<br /> ..- - - - -
<br /> > k
<br />b(l d T - - -
<br /> w
<br />E: L TOP & BOTT
<br />E TRUSS MANUFACTURER'S TRUSS ENGINEERING
<br />
<br />0..:
<br />~
<br />
<br />
<br />MINIMUM 2x4 TRUSS BRACING
<br />
<br />o
<br />z
<br />w
<br />a.
<br />I
<br />
<br />
<br />CROSS BRACING DETAIL (TYP.)
<br />SCALE NT.S.
<br />REVISED 8/22103 TH.
<br />
<br />
<br />TRUSS BRACING OVERLAP DETAIL(TYP.)
<br />
<br />SCALE: N.T.S.
<br />REVISED 8/22103 TH.
<br />
<br />4" MIN. EMBEDMENT
<br />SEE SCHEDULE FOR
<br />SIZE AND QUANTITY
<br />OF FASTENERS
<br />
<br /> HARDWARE LIST
<br />CLIENT NAME: 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 III DESCRIPTION III
<br />USP
<br />SPT22 29 HARDWAREIBOLTS\
<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 j!j' "Hilti" Nails 24
<br />RT 16 27 - 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 18
<br />L TS 19 5 5/8" x 7 Wedge Anchors 2
<br />HTT22 2 3/4" Wedge Anchors 2
<br />MSTA36 8 3/8" x 11/2" Steel Lag Bolts 12
<br />MTW12 3
<br />MSTA30 3
<br />LSTA30 5
<br />L TS 20B 4
<br />HUS28-2IF 2
<br />
<br />NOT
<br />1) SE
<br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
<br />THAT MY BE REQUIRED
<br />2) "T. BRACING MAY BE USED IN Pl.ACE 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 8/22103 TH
<br />
<br />
<br />
<br />TYPICAL HUS INSTALLATION
<br />
<br />TYPICAL HTA 20-18/ HTA 20 INSTALLATION
<br />
<br />
<br />
<br />JOB NUMBER: R18601
<br />CUSTOMER: USH CORPORATION
<br />JOB NAME: OXFORD 2000 ELEV.1I1
<br />DRAWN BY: TM DATE: 12-06-2002
<br />PITCH: OH: 16" sa
<br />BEARING: 8" LOAD: PSF
<br />WIND LD: 120 MPH WDM: ASCE-7-98
<br />CONDITION: ENCL. EXPOSURE: "B"
<br />
<br />10'-4" BEARING HGT.
<br />
<br />HANGER SCHEDULE
<br />
<br />8'-0" BEARING HGT.
<br />
<br /><D
<br />o
<br />0)
<br />(3)
<br />
<br />1-PL Y 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 />
<br />2.5/12 VAULTED CEILING
<br />
<br />10'-4" FLAT CEILING
<br />
<br />ALL UPLIFT CAPACITIES ARE BASED ON USP-2004 CATALOG
<br />
<br />mid-state truss CO., inc.
<br />3125 Reynolds Rd., P.Q, Box 1606
<br />Eaton Park, Florida 33840
<br />813-665-1309/1-800-940-8787
<br />
<br />TRUSS JOINT UPLIFT CONN, FASTENERS**
<br />TYPE LOCATION (LBS) MANUF. COI\NECTlON QTY CAPACITY PER CONN. DETAIL
<br /> RIGHT 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 /> LEFT 1386 USP HT A20 1 1500 13-10d x 11/2"
<br /> RIGHT 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 /> 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 11/2"
<br /> HIP JACK USP RT 7 2 1170 20-8d
<br />HUNG USP HUS26 1 1925 20-16d
<br />
<br />2 x 8 P.T. BUCK-CONNECT TO BLOCK
<br />W/ 3/16" x 31/4" TAPCON
<br />( 11/4" MIN. EMBEDMENT INTO BLK.)
<br />
<br />.SECTION
<br />A-A
<br />8"
<br />R 3/16" x 3" TAPCONS
<br />
<br />2 x CONNECT TO
<br />HEADER WI 10d NAILS
<br />12" OIC STAGGERED
<br />2 ROWS
<br />
<br />1.:' MAX.
<br />4
<br />
<br />SOLID BLKG, AT TOP
<br />BTWN. ARCH BLKG. & BUCK
<br />
<br />
<br />HEADER
<br />1/2" DRYWALL
<br />2 x 45 DIAGONAL
<br />BRACE(S)
<br />
<br />
<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 FlT
<br />ARCH CONNECT WI 8d NAILS
<br />INSTALL WOW. SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />
<br />r8d MILS ^T 8' o.c
<br />^' 8eCK
<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 BRACEI BLKG.
<br />CUT HOLE IN O.S.B. FOR
<br />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 />BTWN. 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 1-112" THK. OR MORE BUCK
<br />WITHIN 6" MIN. OF START OF ARCH
<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 />L
<br />
<br />
<br />EXTERIOR ARCH DETAIL
<br />REV 8 -04 -04 TH NOT TO SCALE
<br />
<br />TYPICAL RT16 INSTALLATION
<br />
<br />
<br />
<br />3/4" "J" BOLT WI
<br />6" MIN. EMBEDMENT
<br />
<br />HTA 20-18/ 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 ilL" 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" 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 />,
<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 />-rt
<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 />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 />
<br />INTERIOR ARCH DETAIL
<br />REV. 8-4-04 TH. NOT TO SCALE
<br />
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS
<br />DRAWING ONLY.
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<br />0::: LAST PLOT @
<br /> DATE: April 15, 2005
<br />
<br />NOTE: IT is THE CONTRACTORS RESPONSIBILlTi TO REV,EW ALL
<br />DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO
<br />ENGINEERING, LLC IS RESPONSIBLE FOR THE STRUCTURAL
<br />INTEGRITi OF THIS PROJECT ONl Y. ANY DISCREPANCY BETWEEN
<br />FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWIt\GS,
<br />CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED
<br />DRAWIt\GS '.>1UST BE BROUGHT TO THE ATIENTION OF DANSCO
<br />ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
<br />
<br />--....-----...
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<br />PLACE SEAL HERE DE #250990
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