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<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 10-10d 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 V.\LUES 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 WI 10d NAILS
<br />12" OIC STAGGERED
<br />2 ROWS
<br />
<br />. SECTION
<br />A-A
<br />
<br />6"
<br />t1
<br />
<br />HEADER
<br />1/2" DRYWALL
<br />2 x 45 DIAGONAL
<br />BRACE(S)
<br />
<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 />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 />
<br />INTERIOR ARCH DETAIL
<br />REV. 8404 TH. NOT TO SCALE
<br />
<br />L
<br />
<br />
<br />PRE-ENGINEERE
<br />WOOD TRUSSES
<br />
<br />INIMUM 2"x4' CROSS
<br />BRACING (SEE PLAN
<br />FOR LOCATIONS)
<br />
<br />3) 12d PER JOINT
<br />
<br />
<br />MINIMUM (2) 16d PER JOINT
<br />
<br />ONTINUOUS BOTTOM CHORD BRACING 2 x 4 MIN.
<br />
<br />OVERLAP TRUSS BRACiNG
<br />'T LEAST lWO TRUSS SPACE
<br />
<br />20'-0' MAX
<br />
<br />20'-0" MAX
<br />
<br />6" OVERLAP r
<br />
<br /> 'X" BRACE SE~ r r-:ONTINUOUS BOTTOM CH JI
<br /> DETAIL 2/S3 / BRACING 2 X 4 MIN. SEE D T
<br />~ f\ /
<br /> II Ep. - - - -
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<br /> 1""- i - - - -
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<br /> 0
<br /> V .- - - - -
<br /> > <
<br />7?l d !T - - -
<br /> w
<br />E: L TOP & BOTT
<br />EE TRUSS MANUFACTURER'S TRUSS ENGINEERING
<br />
<br />RD
<br />AIL 3/S-3
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<br />
<br />
<br />
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<br />
<br />~
<br />'<t
<br />
<br />MINIMUM 2x4 TRUSS BRACING
<br />
<br />~
<br />'<t
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<br />
<br />
<br />TRUSS BRACING OVERLAP DETAIL(TYP.)
<br />SCALE: N.T.S.
<br />REVISED 8122/03 TH.
<br />
<br />CROSS BRACING DETAIL (TYP.)
<br />SCALE: N.T.S.
<br />REVISED 8/22/03 TH.
<br />
<br />
<br />a.:
<br />~
<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 8122103 TH.
<br />
<br />
<br />
<br />mid-state truss CO., inc.
<br />3125 Reynolds Rd., P.O. Box 1606
<br />Eaton Park, Florida 33840
<br />813-665-1309 11-800-940-8787
<br />
<br />4" MIN. EMBEDMENT
<br />SEE SCHEDULE FOR
<br />SIZE AND QUANTITY
<br />OF FASTENERS
<br />
<br />
<br />8'-0. BEARING HGT.
<br />
<br />8'-0. FLAT CEiliNG
<br />
<br />JOB NUMBER: R19309
<br />CUSTOMER: USH CORPORATION
<br />JOB NAME: OXFORD 2000 ELEV. I
<br />DRAWN BY: STB DATE: 03/11/03
<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 />2.5/12 VAULTED CEiliNG
<br />
<br />TYPICAL HUS INSTALLATION
<br />
<br />TYPICAL HTA 20-181 HTA 20 INSTALLATION
<br />
<br />TYPICAL RT16 INSTALLATION
<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 />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 />1:: MAX.
<br />4
<br />
<br />SOLID BLKG. AT TOP
<br />BTWN. ARCH BLKG. & BUCK
<br />
<br />
<br />3/16" x 3" TAPCONS
<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 FIT
<br />ARCH CONNECT WI 8d NAILS
<br />INSTALL WOW. SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />
<br />r8d 'AILS AT 8' 0 c.
<br />AT BUCK
<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 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 -04 -04 TH NOT TO SCALE
<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 I DESCRIPTION I
<br />USP
<br />SPT22 29 Hfl~I" - (BOLTS)
<br />SPT24 41
<br />SPT4 3 1/2" x 8" J Bolt (or) 9
<br />HTA 20-18 88 - 1/2" x 6" Exoansion Anchors 9
<br />HlW 20 4 - 2-7/8" "Hi/ti" Nails 24
<br />RT 16 22 - 1/4" x 3" Taocons 18
<br />RT 7 8
<br />RSPT4 6 1/2" x 8" A307 A.B. OR 24
<br />MSTA24 6 1/2" Dia. X 6" Titen H.D. 24
<br />MST A36 2 1/2" x 8" Anchor Bolts 10
<br />LTS 19 5 5/ 8" X 7" Wedf1..e Anchors 2
<br />HTf22 2 3/ 4" Wedf1..e Anchors 2
<br />L TS 20B 2 3/ 8" x 11/2" Steel LaE: Bolts 12
<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" 41-0" - 7'-0" 7'-0" - 1 0'-0" 1 0'-0" - 141-0"
<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 />SHEET NO.
<br />
<br />S-3
<br />
<br />LAST PLOT
<br />DATE: April 07, 2005
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<br />
<br />NOTE: IT IS THE CONTRACTORS RESPONSIBILill' TO REVIEW ALL
<br />DRAWiNGS BEFORE CONSTRUCTION BEGINS. DANSCO
<br />ENGINEERiNG, LLC IS RESPO'lSIBlE FOR THE STRUCruRAL
<br />INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BE1WEEN
<br />FlELD CONDiTIONS, OTHER DESIGN PROfESSIONALS' SHOP DRMliNGS.
<br />CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED
<br />DRAWINGS MUST BE BROUGHT TO THE Al1ENTION Of DANSCO
<br />ENGINEERING. LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
<br />
<br />------
<br />
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<br />", APR 0 8 2005 /
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<br />
<br />------....
<br />
<br />PLACE SEAL HERE DE#250991
<br />
|