|
<br />c'
<br />:J:
<br />~ 2
<br />~v
<br />- "
<br />00
<br />~ 1?
<br />5-.2
<br />~:
<br />.0
<br />."
<br />c CD
<br />:i "
<br />~ c
<br />:~
<br />() CL
<br />_ CD
<br />o 0
<br />> 0
<br />o c:
<br />L "
<br />u.\)
<br />u.~
<br />Cl 0
<br />~ ~
<br />~v
<br />CD 0"'
<br />:Q~
<br />." \)
<br />c \)
<br />o c
<br />CL-
<br />,,0"'
<br />~ ~
<br />il~
<br />L \)
<br />~~
<br />- t:
<br />- 0
<br />iB oj
<br />
<br />
<br />REVISIONS BT
<br />
<br />33'-8"
<br />
<br /> ~t 3'-4"
<br /> -f I
<br /> rl----
<br /> H~F F~
<br /> t
<br /> I
<br /> ~
<br /> ,
<br /> i'- I IT
<br /> I II
<br />['!;J I II
<br /> i II
<br /> L I
<br /> ~
<br /> F
<br /> 0
<br /> I
<br /> CO
<br />~ I
<br /> f") I'f)
<br /> ,f") ,
<br /> ~
<br />
<br />;jL-
<br />
<br />24'-8"
<br />
<br />"1'-0"
<br />
<br />_~-_m_.f-
<br />
<br />. 3'-4" l'
<br />un nn__ -f r
<br />- - - - - - - - - - - - - - - - - - - - - -1- - - -I,
<br />
<br />-------L-------------- ~F F~ ~t---~~--n_-----
<br />-------~-----------------I I I
<br />NOTE: GARAGE DOOR I I
<br />DESIGN HIND PRESSURE (DHP) I I
<br />22 POSJ23 NEG. PSf I
<br />INSTALL PER MFGR. SPECIFICATIONS I I
<br />FOR MASONRY HALL OPENINGS
<br />IIOMPH BASIC HIND SPEED I I
<br />I I
<br />I I
<br />I I
<br />I
<br />I
<br />I
<br />
<br />i
<br />+---
<br />
<br />____6li=8=-n
<br />
<br />!8'-0"
<br />
<br />e
<br />Ie
<br />
<br />>,
<br />J
<br />
<br />*
<br />
<br />"I"
<br />
<br />20-8-0
<br />
<br />12-0-0
<br />
<br />28-0-0
<br />
<br />, --{.---k-
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />
<br />
<br />~
<br />
<br />f b'd i
<br />ca,", by 'c.[
<br />
<br />
<br />conv.
<br />
<br />~
<br />,
<br />01
<br />-I
<br />
<br />-1l
<br />
<br />~~
<br />
<br /> ~" ---------- -----~_._-- ~-~-
<br /> -_.- ----- ~- -- ----- - --- ~-- -
<br /> I
<br /> ,- ~- ,~ -
<br /> .. = ..
<br /> - -
<br /> -'
<br />C - -- n ,-.. ' n - - - - ;: - - ~ ~ - - - ~ ~ - - -
<br /> - - - - .. .. - .. - .. .. .. .. .. :-
<br />I - - - - - - - - - - - - - - I
<br />~h - I
<br />v~ "'i
<br />C' '<t
<br /> Oc FG3
<br /> @ 0
<br /> ~ I
<br /> ~ 'T
<br /> I ~
<br /> ~ OJ
<br /> f,-11-R 1 - -,
<br /> '---- I -- -
<br />
<br />I.... i)
<br />0-'-'
<br />--.. 'S!
<br />C 0
<br />\)E
<br />=CL
<br />.J Cl
<br />L
<br />
<br />~~
<br />
<br />
<br /> \fl \fl
<br /> Z
<br />tlJ; Z \!) ~
<br />, ' \!) 0'i I
<br />0 0'i w Il..
<br />D <(
<br />N lLJ [i
<br /> D \!) \!)
<br /> lLJ Z
<br /> :L Z \!)
<br /> ~ Z z
<br /> f 0'i
<br /> :L D i=
<br /> [i
<br /> ~ [i lLJ
<br /> \fl <( >
<br /> :::> :r D
<br /> I) <( <(
<br />
<br />L
<br />V
<br />.Q
<br />
<br />>,
<br />.Q
<br />
<br />QJ
<br />E
<br />o
<br />L
<br />'~
<br />
<br />I
<br />
<br />l I~
<br />
<br />'CO
<br />II
<br />'T
<br />('j
<br />
<br />F
<br />~ I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />rbl
<br />II
<br />
<br />tlJ
<br />-'
<br />C)
<br />N
<br />
<br />-w
<br />~
<br />r I'f) C;
<br />C)C) C
<br />-iJ) 2
<br />y 'T ~:>I
<br />'Y 10 'V
<br />iJ)iJ)
<br />~ tlJ .~
<br />I'f) tD .:,2
<br />~ ~
<br />tlJ ,~
<br />tlJ IJ
<br />
<br />~ X ~I~
<br />I<CEC
<br />!l. lL W 15
<br />
<br />
<br />F
<br />~
<br />I IT
<br />I II
<br />II II
<br />'I 11
<br />I L Ll
<br />I
<br />I fl ELD ROUTE
<br />1---- ~ DRAIN
<br />I ~0VH \
<br />I \t-,L------------;. -------------
<br />
<br />L~.~~ =. ===. = = I~= == .=====. ====.~
<br />I l:; AD BEARING FO TING l- I
<br />1 ~ L 1/2" ANCHOR BOLTS (MIN, EMBED:: 1") OR I
<br />I 'T 1/2"x 5" SllJD SLEEVE OR HEDGE ANCHORS
<br />,t - - 11 @4'-Q" (TYP. @INTERIOR LD. BRNG, fTGSJ I
<br />I I . II
<br />HI- ~ u..
<br />II-~
<br />
<br />~ _ _ -1l~}1
<br />---:l
<br />I ~I-
<br />r<;;] I ':J = NOTE: PLUMBER TO VERIfY
<br />EI - C) LOCATION OF FIXllJRES
<br />Ilrl:-~ ~
<br />IllsL~l_
<br />Ii 1dfs"1 0 II
<br />. 4----JJ
<br />I
<br />I
<br />I
<br />I
<br />I
<br />1_-
<br />
<br />~ ~
<br />o
<br />u
<br />
<br />~
<br />z
<br />Ii=
<br />2lL
<br />"'<{
<br />~[i
<br />S:D
<br />JL
<br />zz
<br />~~
<br />LL -
<br />IS)
<br />w
<br />D
<br />
<br />
<br />~
<br />-'
<br />C)
<br />
<br />
<br />
<br />7
<br />r-
<br />
<br />I
<br />b
<br />
<br />~
<br />
<br />~,
<br />
<br />\!) --'
<br />Z <(
<br />z t id
<br />\!) <( w
<br />0'i [i :L
<br />w D :L
<br />D D ()
<br />....J W I)
<br /><( D '"
<br />[i -
<br />~ <( ;t
<br />I) [i i=
<br />lLJ W Z
<br />f- f- lLJ
<br />I ~ D
<br />I) :L \fl
<br />~ 8 [!i
<br />
<br />w\)
<br />1:= C)
<br />JitlJ
<br />. .'"
<br />ct'"
<br />D..J
<br />:rlL
<br />C) D'
<br />DZ
<br />;" <C <C
<br />W-r..J
<br />'c.:!\?iw
<br />LL ',f.
<br />lLN<C
<br />C)'Y..J
<br />
<br />, C
<br />o 0
<br />1):;:;
<br />, 8
<br />UI~
<br />= I)
<br />~ ~
<br />
<br />J"1 is!
<br />I- I-
<br />C ~
<br />~v
<br />Cl=
<br />~B
<br />-5 ~
<br />f:
<br />~ ~
<br />~ :>
<br />Cl \i)
<br />~ ~
<br />c-':!
<br />Ci) 'j)
<br />:E E
<br />o 0
<br />-w2
<br />u.-
<br />=> Cl
<br />15.2
<br />~~
<br />C .
<br />is'~
<br />I- 8
<br />cjl~
<br />C C
<br />E ~
<br />2'6
<br />"-
<br />c
<br />15-
<br />CIJ
<br />IJ ~
<br />~1J
<br />I- =>
<br />c-
<br />~~
<br />IJ -wi
<br />E 0
<br />Ci) C
<br />1J~
<br />- I-
<br />~ Cl
<br />- \i)
<br />Ev
<br />2 15
<br />"- 0
<br />Ci)J:l
<br />I- ~
<br />IJ ~
<br />~n
<br />Ov
<br />- C
<br />~ Cl
<br />Ci) C
<br />~ ()
<br />D:g
<br />: :;
<br />W~
<br />1--
<br /><C ='
<br />:LCl
<br />x~
<br />C) I-
<br />!i1J
<br />CL '
<br />CL\J1
<br /><C~
<br />I-
<br />W =>
<br />!ilL
<br /><C---.:
<br />oJ)~
<br />~~
<br />J, :r
<br />:L~
<br />v"
<br />C)
<br />!i.'E
<br />: '0
<br />
<br />wi ~
<br />~ E
<br />v \J
<br />Z l-
<br />lL
<br />
<br />
<br />>'
<br />
<br />"
<br />
<br />60-8-0
<br />
<br />Fin-R-n
<br />
<br />1<
<br />
<br />>,
<br />
<br />~
<br />_I
<br />'Y
<br />
<br />SLOPE
<br />--
<br />
<br />= i
<br />C)!
<br />_, I
<br />
<br />C)
<br />-'
<br />N
<br />
<br />r-- -- ~~l
<br /> ",I I
<br /> ~ 1
<br /> , c ~. " ~..t ~. ,,' -- ',; _nO " ;: ": ;: - .. " c- " .. - - -
<br /> .. .. - .. - = .. .. .: .. .. .. = - .. .. - .. .- - - - -
<br /> .~ - - = - - - - - - - = - = - .. - - .. " - ~ - - - " -
<br /> .. ~ - - <' <' ..
<br /> C tr E ::Jro, ric e
<br /> g' 4" iot
<br />! ~
<br /> ,
<br /> i
<br /> I
<br /> ~ r= -
<br /> ~
<br /> ,
<br /> 2 2x I~ ger
<br /> L( " I , ~
<br /> u ,
<br /> " " " ,
<br /> -
<br />
<br />n
<br />
<br />11
<br />
<br />I
<br />
<br />L
<br />() ~
<br />LL
<br />E a
<br />() >
<br />-u
<br />U) C
<br />J ~ U) a
<br />\) -
<br />-u .Y. 0...
<br />-u
<br />~ ~ G
<br />c () c
<br /> ()
<br />~ L
<br />J L a_
<br />-u
<br />() ill ~ a
<br />It J.) > \J
<br /> -
<br /> a_ C
<br />~ () \f) J
<br />() ill ()
<br />J.) LL
<br />c
<br />a_ #
<br />a
<br />it -u
<br /> ()
<br />(\) -J
<br />~
<br />l-
<br />
<br />
<br />,
<br />I-t
<br />~ I =
<br />F C)i
<br />I 71 F
<br />f- -N I=- -=- -=- -=- -=- -=- -=- -=-
<br />
<br />tlJ
<br />,
<br />o
<br />~
<br />
<br />4" THK. CONCRETE SLAB-QN GRADE
<br />(MIN, 2,500PSI) Hl6 x 6 HI.4 x HI.4
<br />HIRE MESH OYER MIN, 6 MIL VISGUEEN ON
<br />CLEAN, TERMITE TREATED fiLL, COMPACTED
<br />TO MIN. 2,500PSF, (FIBER MESH OPT J
<br />REBAR TO BE MIN, 60,000PSI RATED
<br />(fOUNDATION PLAN IS VALID AS SHOHN UNLESS
<br />ADDITIONAL FOUNDATION REQUIREMENTS ARE
<br />INDICATED IN SOILS TEST REPORT)
<br />
<br />
<br />o
<br />I
<br />I~
<br />'T
<br />N
<br />
<br />~
<br />F r
<br />I j'
<br />I I'f)
<br />F
<br />~-L-
<br />I
<br />II II
<br />II II
<br />II II
<br />II ~
<br />II r
<br />II
<br />II II I
<br />I i
<br />~ -r-{.
<br />I
<br />I
<br />I
<br />I
<br />I 0
<br />I ~
<br />I
<br />I
<br />: I
<br />F I I
<br />~ -r-t
<br />I I
<br />I
<br />I
<br />I
<br />I C)
<br />I ~
<br />I
<br />I
<br />I
<br />I I
<br />F~ F~ I J
<br />- - - ------- - - TI- r-~
<br />I I I
<br />t+1
<br />I I I
<br />I I I
<br />I I
<br />________~FI I
<br />---------)b I
<br />
<br />---------I-r
<br />1'-<1" 8'
<br />"1'-0"
<br />----- --- -------------------
<br />
<br />tlJ
<br />-'
<br />~
<br />~
<br />
<br />o
<br />I
<br />CO
<br />I
<br />f")
<br />f")
<br />
<br />
<br />N
<br />_I
<br />'Y
<br />
<br />I'f)
<br />-'
<br />r
<br />
<br />10'-0"
<br />
<br />t
<br />-------:J
<br />-------
<br />-- -~
<br />-------:J
<br />-------
<br />LOAD BEARING FOOTING
<br />
<br />
<br />..
<br />
<br />
<br />o
<br />i
<br />o
<br />I
<br />]OJ
<br />
<br />1/2" ANCHOR BOLTS (MIN. EMBED = 1") OR
<br />1/2"x 5" SllJD SLEEVE OR HEDGE ANCHORS
<br />@4'-Q" (TYP, @INTERIOR LD. BRNG. fTGSJ
<br />
<br />~
<br />-'
<br />r
<br />
<br />f-
<br />----J
<br />----
<br />-. -~
<br />----J
<br />----
<br />
<br />o
<br />-'
<br />tlJ
<br />N
<br />
<br />1?-n-n
<br />
<br />?n-R-n
<br />
<br />?R-n-n
<br />
<br />~IC
<br />
<br />;(
<br />
<br />J
<br />
<br />I:
<br />
<br />'",
<br />\' )l\~
<br />EARING fOOTING \. r ll~''y /
<br />.\ /'V.t'- \1)">>\\ ,\ ~l'Q/JJ. 11/
<br />/' \)\7 f '\ i) $)
<br />~,.~ \ "'~ II
<br />\ 1- ~I\\j" _ {L'..lf~
<br />1\~ < {V\" 1 6\
<br />"'hv . o}\,
<br />J Cc'lS-v
<br />NOTE: fOUNDATION CONTRACTOR TO VERIfY
<br />STEEL REINFORCEMENT LOCATIONS NEAR HINDOHS
<br />CLEAR HINDOH OPENINGS (VERIfY HI FLOOR PLAN)
<br />
<br />60-8-0
<br />
<br />I ~
<br />I I'f)
<br />(~\\ .
<br />~
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />L__
<br />
<br />I
<br />II
<br />II
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I ~F
<br />r
<br />i-rT 4'-1"
<br />I I
<br />1- +-i
<br />I I I
<br />I I I
<br />I I
<br />
<br />Z
<br />~8
<br />~~
<br />~U
<br />~~
<br />Z~
<br />~~
<br />~CfJ
<br />c:oZ
<br />o
<br />u
<br />
<br />o
<br />7
<br />9
<br />
<br />tlJ
<br />-'
<br />tlJ
<br />
<br />-------------------------~
<br />
<br />f-t-~
<br />I I I
<br />I i I
<br />i ~ = i
<br />l _, . C)
<br />
<br />. "'I ~ .
<br />I. I
<br />+~-~~
<br />
<br />
<br />
<br />F~
<br />
<br />8'-4"
<br />
<br />8'-0"
<br />
<br />8'-4"
<br />
<br />~
<br />C) _I
<br />) iJ)
<br />~
<br />
<br />=======d===~======~
<br />
<br />-D.
<br />LL'IJ
<br />oo\)
<br />\) 0-'-'
<br />E ~;Q
<br />~o2
<br />\) L CL
<br />5~.'!?
<br />C'!;I)
<br />Cl O"'<i>
<br />:5 c :>
<br />\)v
<br />~~ ~
<br />Q-I,..I"L
<br />c""- D
<br />~ OJ:
<br />0.......:5
<br />CcO
<br />O\)C
<br />-oJ'>:>
<br />-'-' C '
<br />~~~
<br />.tv\)
<br />"CJ:
<br />C.s "
<br />3-'-'''
<br />'LC
<br />j:J::2
<br />",,"0
<br />'0"\)
<br />\)~"
<br />CL CLv
<br />'$'1 X C
<br />.3 \) Cl
<br />_~oJ'>
<br />If; =>=
<br />,,~~
<br />Cl_1)
<br />l):J:v
<br />," 'IJ c
<br />:> I):S
<br />~~L
<br />~-I)
<br />'IJ-tv
<br />I) L 0
<br />> a...::;
<br />0" "
<br />L-~
<br />CL"J:
<br />CLcg"
<br />ClOL
<br />C~C
<br />\) Cl C)",
<br />\l~";i)
<br />.n;=~
<br />" ~ \J
<br />.t~
<br />'\) cO
<br />".2J:
<br />C CLc~
<br />.2E~
<br />CLOI
<br />LIl..
<br />.'!?~<(
<br />,r:: \)[)::
<br />"'0\[1
<br />..C<(
<br />~2z
<br />() ~)--
<br />z >D
<br />
<br />
<br />
<br />tlJ
<br />
<br />SECTION NUMBER~
<br />SECTION
<br />
<br />1'-<1"
<br />
<br />1'-10"
<br />24'-8"
<br />
<br />~'
<br />
<br />1/4" = 1'-0"
<br />PA6E NUMBER SECTION IS
<br />TAKEN FROM OR DETAIL
<br />IS DRAWN ON
<br />
<br />.~
<br />-- .)<..
<br />
<br />33'-8"
<br />
<br />LLOCATE fOOTING DOHELS--{#5 HI 12" HOOK
<br />EACH END) @MAX, 10'-Q" SPACING @EXTERIOR
<br />fRAME HALLS. (TYP. HHERE SHOHN AS: F-)
<br />Foundation Plan
<br />
<br />DRAHN BY
<br />
<br />BUILDER TO VERIfY DIMENSIONS fOR
<br />LOCATION OF GIRDER TRUSSES
<br />HITH FINAL TRUSS ENGINEERING DRAWINGS
<br />
<br />FHF
<br />CHECKED BY
<br />
<br />1/4" . 11-0"
<br />
<br />DATE
<br />3/15/2004
<br />SCALE
<br />AS NOTED
<br />
<br />NOTES:
<br />I. ~ f = fooTI N6 DOHEL ~ POURED CELL HlI #5 fROM SLAB
<br />TO BOND BEAM, DOWELS: _ClOo-IO" LG, HOOK - MIN. EMBED.
<br />5" INTO 8" fOOTINGS AND 6" IN ALL OTHERS MIN. LAP @
<br />VERTICAL HALL REINFORCEMENT:: 25"
<br />2, fOUNDATION CONTRACTOR TO VERIfY LOCATIONS OF
<br />REINFORCEMENT NEAR OPENINGS (FLooRJFOUNDATION PLANS)
<br />3, ALL EXTERIOR HALLS ARE ENGINEERED AS SHEAR HALLS
<br />SHEARHALLS fOR SIDE ~ ENDHALLS CONFORM TO MIN, DESIGN
<br />REQUIREMENTS OF FBC 2001 AND PROVISIONS OF THE NATIONAL
<br />CONCRETE MASONRY ASSOC. SPECIFICATION AND ACI 530
<br />(BUILDING CODE REQUIREMENTS fOR MASONRY STRUCllJRES)
<br />4, fOUNDATION PLAN IS VALID AS SHOHN UNLESS ADDITIONAL
<br />REQUIREMENTS ARE INDICATED ON SOILS TEST REPORT NOT
<br />AVAILABLE TO ENGINEER OF RECORD PRIOR TO THIS DESIGN
<br />
<br />DESIGN LOADS: Pions Designed and E~lneered
<br /> In Accordanc.e Hlth F 2001
<br />Boslc Hind Speed IIOHPH Sect. 1000, IIOMPH Basic Hlnd Speed
<br />ExposLire Cotogory: B INTERPOLATED FROM FBC NIND ZONE MAP
<br /> Mlc.hoel A. RobInson, P.E.
<br />Importonc.e Foetor: I FL 28311
<br />Internal PressLire Coef.: t.ib
<br />Roof: LL 20PSF
<br /> DL 10PSF MiN. fA 0 I\...-
<br />living Area: LL 40PSF
<br /> DL 15PSF
<br />60roge Slob: 50PSF MIN.
<br />Components ~ CIClddlng
<br />Design Hind PressLire (DHP):
<br />POS./NEG. 30PSF
<br />
<br />SHEET
<br />
<br />Y11N1?OYV'DOOR I NSTALL.ATION:
<br />INSTALL HINDOHS AND DOORS FOR
<br />SPECIFIED DESI6N HIND LOAD PRESSURE
<br />PER FOC 2001 (CH. 16, 1101.4.1 ~ 1101.4.3)
<br />DESI6N HIND PRESSURE = 30PSf.t - VERIFY
<br />FOR INDIVIDUAL HINDOHS/DOORS
<br />PER HIND ZONE LOCATIONS AND PER
<br />MANUFACllJRER SPECIFICATIONS.
<br />INSTALLATION PER MFGR. SPECS.
<br />AND EN61NEERING D\I'.l6. DETAILS
<br />(FURNISHED BY HINDOHlDOOR MF6RJ
<br />
<br />2
<br />
<br />OF 4 SHEETS
<br />JOB No.
<br />BB4-0C10
<br />
<br />C:\1-DWG\BURNETTE\BB4-090-BURNETTE-2.DWG, 8/5/20043:15:35 PM, F'NF
<br />
|