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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 10-10d 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 />* 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 NAILS
<br />12" O/C STAGGERED
<br />2 ROWS
<br />
<br />.SECTlON
<br />A-A
<br />
<br />HEADER
<br />1/2" DRYWALL
<br />2 x 45 DIAGONAL
<br />BRACE(S)
<br />
<br />
<br />6"
<br />-rt
<br />
<br />
<br />HEADER CRIPPLE STUD
<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. NOT TO SCALE
<br />
<br />L
<br />
<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 />OVERLAP TRUSS BRACING
<br />. T LEAST TWO TRUSS SPACE
<br />
<br />20'-0' MAX
<br />
<br />20' -{)" MAX
<br />
<br />6' OVERLAP r
<br />
<br /> r ..
<br /> "X' BRACE SE~ ,..-CONTINUOUS BonOM CH J
<br /> DETAIL 2/S3 j BRACING 2 X 4 MIN, SEE D T
<br />~ f\ /
<br /> II EP, - - - -
<br /> ~ <
<br /> '" [ - - - -
<br /> "- ~
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<br /> " .... - - - -
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<br /> ~ -~
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<br /> ....
<br /> > < ~
<br /> / [ - - - -
<br /> / ~
<br /> b
<br /> V ..... - - - -
<br /> ) <
<br />~ d IT - - -
<br /> w
<br />E: L TOP & Bon
<br />EE TRUSS MANUFACTURER'S TRUSS ENGINEERING
<br />
<br />RD
<br />AIL 3IS-3
<br />d
<br />w
<br />
<br />
<br />
<br />'0.:
<br />~ ~
<br />'r
<br />9
<br />;r
<br />9
<br />;r
<br />
<br />MINIMUM (2) 16<:1 PER JOINT
<br />
<br />CONTINUOUS BonOM CHORD BRACING 2 x 4 MIN,
<br />
<br />INIMUM 2x4 TRUSS BRACING
<br />
<br />o
<br />z
<br />w
<br />g"
<br />I
<br />
<br />9
<br />;r
<br />9
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<br />
<br />CROSS BRACING DETAIL (TYP.)
<br />SCALE: N,T,S,
<br />REVISED 8122/03 TH.
<br />
<br />
<br />TRUSS BRACING OVERLAP DETAIL(TYP.)
<br />SCALE: N,T,S,
<br />REVISED 8/22103 TH,
<br />
<br />
<br />4" MIN. EMBEDMENT
<br />SEE SCHEDULE FOR
<br />SIZE AND QUANTITY
<br />OF FASTENERS
<br />
<br />
<br />JOB NUMBER: R18601
<br />CUSTOMER: USH CORPORATION
<br />JOB NAME: OXFORD 2000 ELEV. III
<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 />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 />10'-4" BEARING HGT.
<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" BEARING HGT.
<br />
<br />8'-0" FLAT CEILING
<br />
<br />2,5/12 VAULTED CEILING
<br />
<br />10'-4" FLAT CEILING
<br />
<br />TYPICAL HTA 20-18/ HTA 20 INSTALLATION
<br />
<br />TYPICAL RT16 INSTALLATION
<br />
<br />2 x 8 P.T. BUCK-CONNECT TO BLOCK
<br />W/ 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 />
<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 />INSTALL WOW. SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />
<br />
<br />rSd ~AILS AT 8' o.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 W/ (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/ 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. I~STALLATION
<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 CH ECKED BY: J.B.
<br /> QTY PER QTY PER
<br /> ELEV ELEV
<br />DESCRIPTION III DESCRIPTION III
<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 27 - 1/4" x 3" Tapcons 18
<br />RT 7 8
<br />RSPT 4 6 1/2" X 8" A307 A.B. OR 20
<br />MSTA24 6 1/2" Dia. X 6" Titen H .0. 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 />LTS 20B 4
<br />HUS28-2IF 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 8/22103 TH,
<br />
<br />
<br />
<br />TYPICAL HUS 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 "L" BRACE "L" BRACE
<br />16" 0'0" - 4'-5" 4'-5" - 8'-0" 8'-0" - 121-0" 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 />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 />NOTE: IT IS THE COi'<TRACTORS RESPONSIBILITY TO REY'EW All
<br />DRAWI~GS BEFORE CONSTRUCTION BEGINS. DANSCO
<br />E.NGINEERING, llC IS RESPONSIBLE FOR THE STRUCTURAL
<br />INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BElWEEN
<br />FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DAAWINGS,
<br />CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED
<br />DRAWI~GS MuST BE BROUGHT TO THE ATIENTION OF DANSCO
<br />ENGINEERI'JG, llC PRIOR TO THE COMME.NCEMENT OF CONSTRUCTION,
<br />
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<br />DATE: April 11, 2005
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<br />PLACE SEAL HERE DE #250992
<br />
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