|
<br />r
<br />
<br />40'-0"
<br />
<br /> 12'-0" 28'-0"
<br /> r\: ~ ~ ("") 1; V
<br /> <( ~ 0
<br /> I'- Q 0 0 ~
<br /> J\.:If " ~ ~ / I.JV
<br /> ~ "" "" "" "" "" "" "" "" "" ,... ""
<br /> 0 0 0 0 0 0 0 0 0 0 0 0 0
<br /> .., .., .., .., .., .., .., .., ..., .., ..., ..., ...,
<br /> 9 Jll.5J ~ A~ JVJ 9
<br /> F... ?9 F...
<br /> '1
<br /> JI,OJ " / J05
<br /> f 01
<br /> ~ H02 /
<br /> " H03 / ~
<br /> [a
<br /> '" H04 /
<br /> ~ / ~
<br /> F...
<br /> / N
<br /> H05
<br /> / '" 14'-314 " / - 13'-31/4'
<br /> "- H06 /
<br /> / ~WM /
<br /> ~
<br /> ;q. I T~ i-
<br /> N
<br /> c.,
<br /> T01 ....
<br /> (f)
<br /> -1 T01
<br />~ ;;
<br />[a ::: i-
<br />V ~
<br /> (!) T01
<br /> z
<br /> ~
<br /> O)~ H j.4' '"
<br /> ~ /H13 ~
<br /> 21'-4' / "" 18'-8"
<br /> / HI:.! "-
<br /> / H11 ~NG WALLS "9
<br /> / N
<br /> / / ~ ....
<br /> i- H10
<br /> Co / / ~09 ~ " ~
<br /> -'
<br /> Q')
<br /> ....
<br /> / / H~ ~
<br /> / / T03 "'~ "
<br /> JC OM
<br /> ~ / C IULr "- ~~
<br /> ~ JC "" "" ~ 5 ~ ~ ~ ~ ~ ~ 03A ~
<br /> 0 0 0 0 0 0 0 0
<br /> ..., .., T02A .., .., .., .., .., .., " ""
<br /> "" /
<br /> JC1 01A
<br /> TO?
<br /> ~ "
<br /> [7 <3 ("") ~ I ~ ("") (; r'\ 3' 3'
<br />~ 3' 0
<br /> 0 T02GE .., .., ..,
<br /> ..., ..., ..., .... ....
<br />.... ....
<br /> @
<br /> S4
<br /> 14'-0" 7'-4" - 18'-8"
<br /> -
<br /> 12'-11" 9'-6" 17'-7"
<br /> -
<br /> - -
<br /> 40'-0"
<br />
<br />~
<br />~
<br />
<br />ALL UPLIFT CAPACITIES ARE BASED ON USP-2004 CATALOG
<br />
<br />TRUSS JOINT UPLIFT CONN, FASTENERS** DET AI L
<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 H1Vv'20 2 2630 40-10d 5.1-UjS7
<br /> RIGHT 1386 USP HTA20 1 1500 13-10d x 11/2"
<br /> LEFT 743 USP HTA 20-18 1 1200 10-10d x l1j2"
<br />H08 INTERIOR 1683 USP HWV20 2 2630 40-10d 5.1-UjS7
<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 l1j2"
<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 Wj 10d NAILS
<br />12" OjC STAGGERED
<br />2 ROWS
<br />
<br />. SECTION
<br />A-A
<br />
<br />6"
<br />-rt
<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 BRACEj 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 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 />
<br />INTERIOR ARCH DETAIL
<br />REV. 8-4-D4 TH. NOT TO SCALE
<br />
<br />L
<br />
<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 />CONTINUOUS BOTTOM CHORD BRACING 2 x 4 MIN,
<br />
<br />20' -D" MAX
<br />
<br />20'-0' MAX
<br />
<br />
<br />OVERLAP TRUSS BRACING
<br />. T LEAST TWO TRUSS SPACE
<br />
<br />10'.4" FLAT CEILING
<br />
<br />TYPICAL HTA 20-181 HTA 20 INSTALLATION
<br />
<br />5" OVERLAP r
<br />
<br />
<br /> "X' BRACE SE~ r ~CONTINUOUS BOTTOM CH)I
<br /> DETAIL 2/S3 BRACING 2 X 4 MIN, SEE D T
<br />~ i\ I
<br /> ~ II E Q. - - - -
<br /> k
<br /> ['\ i - - - -
<br /> "
<br /> "- <;>
<br /> (;:)
<br /> ~ ~ - - - -
<br /> > k -~
<br /> "- i - - -
<br /> 9 -~
<br /> / (;:)
<br /> ....
<br /> > k ~
<br /> / [ - - - -
<br /> / 9
<br /> (;:)
<br /> 1/ .... - - - -
<br />7( > k
<br /> d T - - -
<br /> w
<br />E: L TOP & BOTT
<br />EE TRUSS MANUFACTURER'S TRUSS ENGINEERING
<br />
<br />MINIMUM (2) 15d PER JOINT
<br />
<br />RD
<br />AIL 3/S-3
<br />
<br />
<br />INIMUM 2x4 TRUSS BRACING
<br />
<br />o
<br />z
<br />w
<br />a.
<br />:r
<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 8122/03 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: 16ft 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 />2 x a P.T. BUCK-CONNECT TO BLOCK
<br />WI 3/16" x 31/4" TAPCON
<br />( 11/4" MIN, EMBEDMENT INTO BLK.)
<br />
<br />..SECTION
<br />AA
<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 />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 ad NAILS
<br />INSTALL WDW. SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALU\TION DETAILS
<br />
<br />
<br />rlld NAiLS ~T 8' 0 C,
<br />AT BUCK
<br />
<br />LEAVE A CUT OUT IN O.S.B.
<br />ON THE INSIDE TO ALLOW FOR
<br />INSUU\TION TO BE INSTALLED
<br />2 x 8 45 DIAGONAL
<br />BRACE AT EA. FACE
<br />OF ARCH Wj (3) 10d
<br />NAILS AT EA. END
<br />PROVIDE TAPCON
<br />~~T~~C'1 MIN.
<br />
<br />(4) 10d NAILS INTO
<br />2 x a BRACEI BLKG,
<br />CUT HOLE IN O.S,B. FOR
<br />POLY-CELL IN THIS AREA
<br />(4) 10d NAILS INTO
<br />2 x a BRACEI BLKG.
<br />
<br />2 x a SOLID BLKG. (FULL WIDTH OF WALL)
<br />BlVVN. OSB ARCH FACES W (4) 10d NAILS
<br />THRU OSB INTO 2 x 8
<br />
<br />PROVIDE TAPCON PER WDW. INSTALU\TION
<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 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 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 />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 />MST A30 3
<br />LSTA30 5
<br />L TS 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 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" 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) ilL" 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 Pu\NS 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.
<br />
<br />o
<br />--.J
<br />--.J
<br />
<br />l!)
<br />o
<br />o
<br />N 00 LL."": ~
<br />r--. 0) 0 &:l ,..:
<br />l!) to .....
<br />~O) ~o~
<br />\'J a:: a:: -
<br />,l!) W Cl. ~
<br /><(~ a.cnJ:
<br />oto ~J:~
<br />iX M Cl.~ Cl.
<br />goo~_ ~05!2
<br />u.._ Q~~
<br />WW ~
<br />I~ ~a63
<br />~ Ll.: W W b!
<br />w a:: J: a::
<br />co <(1-0
<br />ell 0 J:
<br />g ~~ a ~ ~
<br />-I(jmU'iOZ
<br />o If)~::j~
<br />~l!)Nodf5
<br />,(b<(zzz
<br />0_0 <(ceo
<br />010 ~[;:it
<br />~..-t ZZ ~
<br />(Y)~ 3:~o
<br />x, it f5 ~
<br />gw 150Cl.
<br />Z OW
<br />. 0 ~eIl a::
<br />OI wZ>-
<br />a.: D.. ~ C3 ~
<br />0)
<br />
<br />"e9
<br />IjJ I
<br />.0 i
<br />C I
<br />~ c .c
<br />_ 0 ci
<br />~ (/) ~
<br />c ~,
<br /><i Q) :c'
<br />_ co .!
<br />iJ.) ~ :D
<br />E ,~ ~
<br />
<br />~~q
<br />
<br />-
<br />'-'
<br />2
<br />00:::
<br />OW
<br />Cl)W
<br />Z2
<br /><(0
<br />02
<br />W
<br />
<br />I
<br />li) ex) N1
<br />V li) N.
<br />N l'-- ~:
<br />V (]) 0:
<br />("t') v (0:
<br />.1
<br />Wi
<br />.'
<br />oj
<br />I
<br />I
<br />
<br />W W
<br />a.: Q..
<br />
<br />
<br />
<br />o
<br />.
<br />..-l
<br />2
<br />o
<br />CI)
<br />0::
<br />W
<br />>
<br />
<br />10
<br />o
<br />o
<br />N CI)
<br />~ 2
<br />N
<br />~ 0
<br />~ CI)
<br />~ >
<br />o W
<br />w 0::
<br />::)
<br />(f)
<br />~
<br />
<br />W
<br />~ a::
<br />LJj w~~f2
<br />O ~ W I-
<br />~ 0 ~ z
<br />I- xU'i~6
<br />o ~ LL. 0
<br />o a::ozo
<br />Z ~~~~
<br />LJj~EE~z
<br />CJ ~f5~8
<br /><( W ~ ell 0
<br />I- t3f5zz
<br />O ~ W Q ~
<br />O'a::eIl~
<br />O CIJ <( Z ....
<br />W ell W ....
<br />u.. "z~EE
<br />LJj f5Qoo
<br />"-" 8 ~ 15 ~
<br />u.. ILW-O
<br /><( W ~ ffi g
<br />=> ~O~CD
<br />Og.:::l-:a::
<br />Cl)cn~::'3~
<br />-' W ...J 0
<br />~ ~ ~ ~
<br />
<br />
<br />o!
<br />><t'
<br />..- I
<br />~!
<br />, '
<br />O'l ,
<br />~~
<br />c<)~
<br />-I : ,
<br />lJ..Q)
<br />" c.D
<br />~~
<br />::2:..-
<br /><(f?
<br />1-..-
<br />!
<br />
<br />Z
<br />01.
<br />-Q
<br />~,>
<br />>'...J
<br />-co
<br />o'w
<br /><(.~
<br />go
<br />0::: I
<br />OU)
<br />-II-
<br />lJ..U)
<br />-IWO
<br />c2:~~
<br />1-'21-
<br />z'o-
<br />Wo::J
<br />OW(f)
<br />
<br /> CI)
<br /> ...J
<br /> ...J
<br /> -
<br /> :r:
<br /> $ (V) I
<br />>- I .
<br />W 0 o:::CL
<br /> wO:::
<br />0::: - 0 W Z .0
<br /> z: ,0
<br />> <(w
<br />0 C\J () :2:2
<br />I- >- .0
<br />r- ~ 'V5
<br />en 0 l- ,~
<br /> Z:'
<br />Z 0 -':2
<br />W 0:: 00
<br /> wo:::
<br />W Z OLL.
<br />0::: 0 :)'1-
<br />> O,Z
<br /> oW
<br />() w LL I- O:::(f)
<br />Z >< :::c fuZz:
<br /> ~ 0:::8Q
<br />- 0 0 (!) wiz ~
<br /> <( O)w>
<br /> I-~O
<br />~O Z 0_<(
<br /> 0::: ZO:::o
<br />~~ >-13 -
<br />.......... Z >- <(:w is
<br />- :2,::z: ...J
<br />- z,1- LL.
<br />0 () <( a.. :),5 ~
<br />> ...J 0 0...'00:::
<br />0 0 LJj (/)'::1: t-
<br />--.J D... 0 J:!::~
<br />I ...J LJj f-3o
<br />N ---
<br />CO SHEET NO. D..
<br />L.O 0 0:::
<br /> 0
<br /> z S-3 0
<br />I CO - w
<br />I"- ~ ~
<br />CO <( 0
<br />oM I
<br />0:: (f)
<br />~ LL ::)
<br />l- LL L!)
<br /> 0
<br />L() 0 0 0
<br />0 N
<br />oM ...J 0:: U\ST PLOT @
<br /> DATE:Aprilll,2005
<br />
<br />,
<br />I
<br />NOTE: IT IS TI-<E cor-. TRACTORS RESPONSIBILITY TO REVIEW ALL:
<br />DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO I
<br />I
<br />ENGIi'.EERING, LLC IS RESPONSIBLE FOR THE STRUCTURAL I
<br />INTEGRITY OF THIS PROJECT ONLY. AN'( DISCREPANCY BETWEEN
<br />FIELD CONDIT'ONS, OTHER DESIGN PROFESSIONALS' SHOP DRA\IJIi'.GS,
<br />CONTRAC,ORS' BUILDING '<1ETHODS. AND ,HESE SIGNED AND S~AlED
<br />DRAWIi'.GS MUST BE BROUGHT TO THE ATTENTION OF DANSCO I
<br />ENGINEERING, LlC PRIOR TO THE COMMENCE""ENT OF CONSTRi(CTION,
<br />I
<br />I
<br />
<br />~
<br />~
<br />/
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />/
<br />/
<br />I
<br />I
<br />\
<br />\
<br />\
<br />\
<br />\
<br />\
<br />,
<br />,
<br />,
<br />,
<br />,
<br />
<br />Co -__
<br />,,' -..............
<br />
<br />
<br />,
<br />,
<br />,
<br />,
<br />\
<br />\
<br />\
<br />\
<br />\
<br />I
<br />I
<br />
<br />........- --'
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />~
<br />~
<br />~
<br />~
<br />,
<br />
<br />APR 1 1 2005
<br />
<br />PLACE SEAL HERE DE #250~88
<br />
|