|
<br />I
<br />
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE FOR SHEATHING DETAILS
<br />
<br />DROP GABLE END TRUSS & LOOKOUT
<br />RAFTERS FOR O.H. GREATER THAN 12"
<br />
<br />
<br />2X4 SPF BLOCKING @
<br />PANEL EDGES - NAIL
<br />SHEATHING @ 4" O.C.
<br />STAGGERED w/ 8d
<br />
<br />
<br />
<br />USP LSTA30 - STR
<br />BLKG. @ 1st TRUSS
<br />
<br />I,
<br />I ,
<br />I '
<br />,
<br />~ '
<br />" '
<br />I' '
<br />, ,
<br />I , '
<br />I ' '
<br />I "
<br />I ,
<br />I
<br />I
<br />
<br />
<br />2x4 SPF CROSS-BRACE
<br />@ 48" O.C. - NAIL w/3-
<br />10d AT EACH END & AT
<br />CROSSING AT 4D"ZANGLE
<br />
<br />2X4 SPF BLOCKING
<br />BETWEEN TRUSSES
<br />@ 48" O.C. MAX,
<br />
<br />I
<br />1
<br />1
<br />COi'~fINJJ6US 2X4 SPF
<br />~A~N1NG (4) TRUSS
<br />~/BAYS (8 FT) NAILED TO
<br />: f-x4 BLOCKING @ 4" O.C.
<br />~/w/12d & 2-12d TO CHORD
<br />I
<br />I
<br />I
<br />
<br />1/2" MIN. OW CEILING
<br />NAILED w/5d COOLER
<br />NAILS @ 7" O.C,
<br />
<br />I
<br />I
<br />1
<br />1
<br />1
<br />1
<br />1
<br />I
<br />1
<br />1
<br />
<br />\
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />\
<br />\
<br />,
<br />,
<br />,
<br />,
<br />
<br />,
<br />,
<br />,
<br />\
<br />,
<br />,
<br />,
<br />,
<br />\
<br />,
<br />,
<br />,
<br />,
<br />,
<br />
<br />NAIL DEADWOOD TO
<br />TOP PlATE w/16d @
<br />4" O.C.
<br />
<br />4 BAYS
<br />
<br />.
<br />
<br />GABLE END BRACING
<br />wjo VOLUME CEILING
<br />
<br />SCALE: 3/4" = 1'-0"
<br />
<br />L
<br />
<br />REV, 8/31/04 T.H.
<br />
<br />
<br />1 .
<br />1
<br />1 .
<br />
<br />USP RT16 @
<br />LOOKOUT RAFTERS
<br />IF APPLICABLE
<br />
<br />STRUCT. SHEATHING
<br />7/16" MIN. THK. -
<br />NAIL w/8d COM. @
<br />3" O.C, EDGES & 6"
<br />O.C. FIELD
<br />
<br />7
<br />
<br />10d @ 4" O.C.
<br />
<br />GABLE TRUSS
<br />
<br />NAIL TOP OF "T"
<br />TO GABLE TRUSS
<br />/2-12d & (1)
<br />USP MTW12
<br />w/14-10d x 11/2"
<br />
<br />NAIL TRUSS BOTTOM
<br />CHORD TO 2X4 DEAD-
<br />WOOD w/16d @ 4"0.C,
<br />
<br />
<br />USP MSTA30
<br />w/22-10d @48" O.C.
<br />
<br />FRAME WALL
<br />2x4 @ 16" O.C.
<br />(TYPICAL)
<br />
<br />
<br />GABLE TRUSS
<br />
<br />
<br />
<br />~ DBL. TOP PLATE
<br />CONT. BEARING
<br />
<br />"L" BRACE W/10d @ 4" OIC
<br />(SEE SCHEDULE ON S3 FOR SIZE
<br />AND LOCATION)
<br />
<br />GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL
<br />NOTES FOR WIND SPEED SPECIFICATION
<br />
<br />
<br />
<br />USP MlW12
<br />
<br />STUDS @ 16" O.C.
<br />
<br />USP SPT24
<br />@ EACH STUD
<br />
<br />8/23/04
<br />
<br />
<br />SCALE: N.T.S.
<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.
<br />
<br />~
<br />2
<br />00:::
<br />OW
<br />CJ)W
<br />22
<br /><!~
<br />02
<br />W
<br />
<br />
<br />
<br />o
<br />.
<br />~
<br />2
<br />o
<br />CJ)
<br />0:::
<br />UJ
<br />>
<br />
<br />l.L.
<br />UJ w 0
<br />1''\ ~ W
<br />'-" :;:!; 9
<br />I- ~ ~
<br />o rz:: 0
<br />2 &:;:!;
<br /><l:: 0
<br />UJ ii! if
<br />o ~ !5
<br /><( w ~
<br />I- 5 ~
<br />O ~ w
<br />O'~
<br />OLL. t3 (/)
<br />(!) Z
<br /><l:: 0
<br />UJ 5 Vi
<br />0::: 2 ~
<br /><( uJ ~
<br />~ .~ 0
<br />r'\J ~ ::J
<br />'-" 55 ~
<br />CJ) ...J W
<br />...J >
<br /><l:: 0
<br />
<br />C/)
<br />-l
<br />-l
<br />
<br />-
<br />
<br />:c
<br />
<br />>-~
<br />0::-
<br />0>
<br />1-1-
<br />ZC/)
<br />LULU
<br />>0::
<br />zO
<br />-0
<br />~O
<br />~~
<br />00
<br />00
<br />l-l
<br />(\lea
<br />LO
<br />100
<br />~oo
<br />~I-
<br />LOO
<br />~-l
<br />
<br />10
<br />o
<br />o
<br />~ CJ)
<br />(;j 2
<br />~ 0
<br />~ CJ)
<br />~ >
<br />o UJ
<br />w 0:::
<br />::J
<br />(f)
<br />(J)
<br />
<br />o
<br />....J
<br />....J
<br />
<br />cO
<br />o
<br />o
<br />N .N
<br />I' 00 lJ.. ti '.
<br />Lt)01 OWo
<br />~~ ~a~
<br />,Lt) ffig:~
<br /><C ~ Cl. (/) I
<br />0<.0 ~:I:~
<br />Ci:: M Cl.~ Cl.
<br />g ~ ~o ~
<br />l.I.. ~ Q~ iJj
<br />I I !.J.J::::)
<br />IX 'i!:Jo
<br />0<( f-UW
<br /><(u.: wwt::!
<br />L1J 0:: I 0::
<br />en <l::f- 0
<br />o<.oco~~~
<br />-J<.o<t(!)<l::~
<br />-.J~01ViUz
<br />OOLt)w:::l:J
<br />0- Lt)N 0 0::
<br /><(<t......odo
<br />'<.o-",zzz
<br />o~(;)<toco
<br />010 (/)ltjf=
<br />~~ S'zU
<br />(Y)~ ~a6
<br />~' ~~ ~
<br />en w 00 Cl.
<br />Z UW
<br />. 0 w(/) rz::
<br />qI f2z~
<br />0-0- ~~<t
<br />o
<br />
<br />
<br />I
<br />1
<br />1.0 00 C'\I
<br />~ 1.0 ('.j
<br />N t'-- a
<br />($) ~ ~
<br />w w u.j
<br />n.. n.. at
<br />
<br />'P:.O
<br />a.>
<br />.n
<br />c
<br />a.> c
<br />a.> 0
<br />~ rJ)
<br />(9 c
<br /><t ~
<br />a.>
<br />::J ~
<br />E .S
<br />
<br />'it ~ qJ
<br />
<br />
<br />I
<br />
<br />w
<br />:;:!; rz::
<br />~s:
<br />:;:!; ~
<br />o :J
<br />0::0
<br />lJ.. U
<br />Z U
<br />~ <l::
<br /><l:: l-
<br />f- ~
<br />W 0
<br />~ 0
<br />(/) 0
<br />z z
<br />o <l::
<br />- W
<br />~ :;:!;
<br />~ ~
<br />00
<br />0:: I-
<br />o ~
<br />oc g
<br />~ ...J
<br />Z co
<br />-. rz::
<br />~o
<br />...JCl
<br />~ ~
<br />
<br />
<br />o
<br />~
<br />.-
<br />.-
<br />I
<br />0)
<br />o.
<br /><.ot--
<br />('t") t--
<br />('t")('IJ
<br />-.JLI)
<br />l.I...o,
<br />_ <.0
<br />rEr-.
<br />~.~
<br /><l::<X)
<br />I-."'!'
<br />
<br />zj
<br />01.
<br />-0
<br />~,~
<br />>w
<br />-co
<br />01
<br /><l::w
<br />0.0::
<br />-0
<br />Ct::a:
<br />Qoo
<br />-.JI-
<br />l.I..oo
<br />-JUJO
<br />~s::g
<br />I-ZW
<br />Z' I-
<br />wOS
<br />O~(f)
<br />
<br />w
<br />~
<br />::::::-<(
<br />2 Z
<br />o Z
<br />~ <(
<br />~ -.J
<br />~ D...
<br />UJ
<br />---
<br />
<br />(V)
<br />o
<br />o
<br />('\J
<br />o
<br />0::
<br />o
<br />LL
<br />><
<br />o
<br />
<br />I
<br />i
<br />i
<br />I.
<br />0:::0-
<br />W 0::
<br />zO
<br />W z U
<br /><(w
<br />() ~ ~
<br />>-0
<br />;;:::f7i
<br />~ ~ ~
<br />o 00
<br />Z g ~
<br />~ ~ ~
<br />0- Z -.I'
<br />:..c UJ 0 0
<br />O::u_
<br />UJ' rJ)
<br />(~ CD ~ ~
<br />~i=o
<br />~-~r3
<br />0:: >- -
<br /><twO::
<br />>- :2,J: g
<br />0... ~~~
<br />0...8~
<br />o ~ ~ ~
<br />() ~r1j
<br />
<br />0-
<br />0:::
<br />o
<br />(;)
<br />w
<br />:2:
<br />o
<br />I
<br />(f)
<br />::J
<br />Lt)
<br />o
<br />o
<br />N
<br />
<br />HEET NO.
<br />
<br />....J
<br />~
<br />UJ
<br />o
<br />o
<br />2
<br />U
<br /><(
<br />0::: lAST PLOT
<br />en DATE: April 11, 2005
<br />
<br />8-4
<br />
<br />@
<br />
<br />NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL i
<br />DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSCO !
<br />ENGI:-.JEERING, LlC IS RESPONSIBLE FOR THE STRUCTURAL I
<br />INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN I
<br />FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRA~It\GS,
<br />CONTRACTORS' BUilDING METHODS, AND THESE SIGNED AND SEf'LED
<br />DRAWIt\GS MUST BE BROUGHT TO THE ATTENTION OF DANSCO I
<br />ENGINEERING, LlC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
<br />
<br />------
<br />
<br />,-
<br />1
<br />1
<br />1
<br />1
<br />1
<br />I
<br />I
<br />I
<br />I
<br />,
<br />I
<br />I
<br />,
<br />
<br />\ AP~ 1 1 2005
<br />,
<br />,
<br />\
<br />,
<br />,
<br />,
<br />
<br />,
<br />,
<br />,
<br />\
<br />,
<br />,
<br />,
<br />\
<br />\
<br />\
<br />\
<br />i
<br />
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />1
<br />,-
<br />"I
<br />
<br />i
<br />1
<br />I
<br />PLACE SEAL HERE DE #2509~8
<br />
<br />....------'
<br />
|