|
<br />N
<br />
<br />'~j
<br />';r J 1
<br />~~J
<br />
<br />
<br />L__
<br />
<br />J
<br />
<br />.
<br />I")
<br />%,:c;
<br />i1:: ~ t~
<br />(} ~ ~8
<br />"\ .~ -\S (/)
<br />
<br />z
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />~ - - - - - -- - - - --EVB::VN -lANE----
<br />I
<br />
<br />~
<br />j5
<br />
<br />I
<br />~
<br />.J.J
<br />~
<br />I
<br />f
<br />I
<br />I
<br />I
<br />I
<br />,
<br />I
<br />I
<br />I
<br />I
<br />
<br />10' DRAINAGE &
<br />BUffER EASEMENT
<br />
<br />
<br />110.00'
<br />
<br />8
<br />iii
<br />20' "
<br />
<br />
<br />3
<br />
<br />w
<br />~'
<br />-
<br />n
<br />t">
<br />8
<br />
<br />I S 89'26'47" E 110.00'
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />~-- --- --- --- --
<br />
<br />,j i
<br />\.~~
<br />
<br />
<br />PLOT PLAN
<br />NOT TO SCALE
<br />
<br />NOTE:
<br />
<br />NAIL ROOF SHEATHING WITH 10d NAILS
<br />AT 4- O\C ALONG ALL EDGES, VALLEYS
<br />AND GABLE ENDS. SPACE 10d NAILS
<br />@ 1 t' 0\ C IN THE FIELD.
<br />
<br />12
<br />~ 1 & 8 (SEE ROOf PLAN)
<br />
<br />~ 20~# FlBERGLASS SHINGLES
<br />
<br />
<br />15# ROOFING FELT
<br />
<br />
<br />1/2" C.D.X. PL YWOOO OVER
<br />PRE-ENGINEERED musSES
<br />o 2'-0" O/C
<br />
<br />ENGINEERED TRUSS
<br />
<br />STRAP ANCHOR AT EACH TRVSS
<br />USE HUGHES .. HTA20- TRUSS ANCH<)R
<br />WITH 16-10d NAILS
<br />AT GIRDER TRUSS~S USE (1) "HTA2d'
<br />CONNECTOR & 12;"'10d NAllS 'OR
<br />EVERY 2000' or: GIRDER Tf~US~ UPUFT
<br />~ALUMINUM DRIP
<br />
<br />I' -0" 'X ""-ALUMINUM ,ASClA
<br />
<br />~"'--V\NYL SOFFlT
<br />
<br />
<br />R- 30 INSULA nON
<br />
<br />SINGLE COURSE KNOCK-OUT W/l #5
<br />~ BAR & FILLED W/2,500 P.S.1. CONC.
<br />
<br />.
<br />~
<br />I
<br />i:.n
<br />
<br />INTERIOR FINISH SHALL BE 1/2-
<br />DRYWALL OVER RIGID INSULATION
<br />BOARD AND 1.X2. P. T. FURRING
<br />STRIPS 0 16- O/C
<br />
<br />~ PAINTED S11JCCO
<br />
<br />8" MASONARY WALL wtlli IJ5f1 RE8ARS IN FILLED CELLS
<br />HOOK TOP OF REBAR 24" INTO POURED KNOCK-OUT BEAM_
<br />(SEE SHEET 5 OF' 6 FOR LOCATIONS OF' POUREO CELLS)
<br />
<br />4" CONCRETE SLAB W/6X6
<br />- 10/10 W.W.M. OVER 6 MIL.
<br />POLYETHYlENE VAPOR BARRIER
<br />
<br />
<br />",' .' ~.:. ." , .':~'... ...."', , ,'. . ..,'.... -. .'/J .' ..',' .:.... 'f""
<br />~~~~~~+__~_.~,~.~~~_.~'~~~_t~~~~_~~~~__.~
<br />. ." ' .. " , ".' ...' ..' ....... .,....'.." . """ ,.....' '.
<br />
<br />'..:....~....
<br />
<br />FINISHED GRADE
<br />
<br />COMPACTED
<br />P'QlSoNED f"fLL' '.
<br />
<br />
<br />VARIES
<br />TO BE DETERMINED BY OWNER
<br />& CONTRACTOR TO FlT SITE
<br />
<br />., ,
<br />
<br />, "
<br />
<br />.,.
<br />
<br />~ ~,
<br />t' I a"
<br />0,'
<br />: .
<br />
<br /><,
<br />
<br />. .
<br />.
<br />
<br />
<br />
<br />2,500 P.S.I. CONCRElI FOOTING
<br />W/2-15' BARS CONTINUOUS
<br />
<br />16
<br />
<br />TYPICAL WALL SECTION
<br />SCALE: 3/4" = 1'-0"
<br />
<br />..'1"
<br />.
<br />
<br />,...
<br />
<br />RIVlSlOM
<br />
<br /> 11
<br /> - L" BRACING REQUIREM~NTS
<br /> ~lON
<br />STUO NO (1~ 2"X4" (2) 2" X4" (2) 2"X5'
<br />SPACING L-BRACING L- RACING L-BAACING L-BRACING RJ'Vl3lON
<br />16" 0'-0" TO 4'-5" 4'-5" TO 8'-0" 8'-0" TO 12'-(j' 12'-d' TO 16'-(j'
<br />24" O'-(j' TO 4'-0- 4'-0" TO 7'-(j' 7' -(j' TO 10'-(j' 10'-0" TO 14'-0"
<br />
<br />.'
<br />
<br />2"X4" OUTR1GGERS AT 24- O.C.
<br />CONNECT OUTRIGGER TO GABLE
<br />TRUSS WITH A HUGHES "HCDPL/R".
<br />
<br />BACKNAIL W/(2) 16d NAILS
<br />
<br />
<br />2"X4" RAT RUNNERS X 10' LONG
<br />AT 48'" O.C.
<br />ATTACHEO W/(2) 16d TOENAILS
<br />
<br />
<br />ATTACH BOTTOM CHORD
<br />OF TRUSS TO 2"Xer PLATE
<br />WITH 1 6d NAILS @ f)' O.C.
<br />
<br />24" MAX.
<br />
<br />SHEATHING
<br />
<br />-L' BRACE TO EXTEND AT LEAST 90%
<br />OF' WEB LENGTH (SEE TABLE)
<br />~
<br />
<br />STEP DOWN
<br />GABLE END TRUSS
<br />
<br />GYPSUM WALL BOARD
<br />
<br />ATTACH RAT RUNNERS TO BOTTOM
<br />OF TRUSS WITH (2) HUGHES "HCDPL/R"
<br />
<br />'1'xer P.T. Pt,.ATE w/a"
<br />J-BOLTS AT EVERY 2' O.C.
<br />
<br />GABLE BRACING DETAIL
<br />FLAT CEILING
<br />SCALE: 3/4- ::a 1'-0"
<br />
<br />
<br />DOUBLE '1'xa" TOP PLATE
<br />
<br />PRE-ENGINEERED
<br />CHIMNEY ASSEMBLY
<br />
<br />"xa- FRAMING 1 er O.C.
<br />
<br />.______1 It' PLYWOOD
<br />
<br />USE ad NAILS AT 6" O.C, ALONG
<br />ALL EDGES AND 12" IN FIELD
<br />
<br />PRE-ENGINEERED TRUSSES
<br />
<br />THIS BUILDING IS DESIGNED TO CON-
<br />FORM TO CHAPTER 16, SECTION 1606
<br />OP lHE 1994 STANDARD BUILDING CODE
<br />FOR 100 M.P.H WINO LOADS.
<br />
<br />"
<br />--
<br />.J.
<br />~
<br />if'1
<br />:~
<br />~ ~.
<br />r
<br />[J ,
<br />.~ '4:
<br />J \,)
<br />(~~
<br />~ "".(
<br />~ "
<br />~ I)
<br />.~ Q
<br />~ v
<br />~ ~
<br />~~
<br />~'4-
<br />~ ~
<br />-~ ,~
<br />~ '~
<br />,~ -5
<br />~ ~
<br />~~
<br />
<br />~-- --------~-}
<br />---
<br />#'''' -~
<br />",,,,- -",-
<br />",- ,.'"
<br />-",- ",--'"
<br />
<br />-~~~:_----------~
<br />
<br />--------------
<br />
<br />
<br />
<br />
<br />.'
<br />
<br />NCHOR 2"X8'" BOTTOM PLATE
<br />TO CONCRETE LINTEL WITH 1 /2-
<br />X f)' J-BOLT 1 f)' O.C,
<br />
<br />MAINTAIN A MINIMUM Z'
<br />CLEARANCE AT FLUE AND
<br />FIRE BOX
<br />
<br />,(
<br />
<br />(2)15. REBAR X CONTINUOUS
<br />
<br />
<br />.
<br />lJ:>
<br />
<br />NON-COMBUST. HEARTH
<br />
<br />PRE-FAB FIRE BOX
<br />
<br />r------ -
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />L______
<br />
<br />. .' , ,... '.
<br />......- -~....:...- ~''''''''--7 ~ - c;J .s
<br />.. :. .'.. ,. ,',' '. .: I.' '. . "~".' "'.. ' lit'"
<br />
<br />, .
<br />.. \. .
<br />. ... .
<br />, '.' ,
<br />':Q', .0
<br />,~ ' , ., '.' .4.
<br />
<br />
<br />
<br />~ 4 12" ~
<br />
<br />
<br />MONOLITHIC SLAB
<br />SCALE: 3/4" = 1'-0"
<br />
<br />SCALE: 1/'1' ::;I l'-if
<br />
<br />. ,j',
<br />
<br />."
<br />
<br />r
<br />
<br />.,
<br />
<br />~"!"
<br />:0, ," ..,',' , ' : ~'
<br />"'~'"',"',"',."".',',,","'~"'.,.,',,
<br />'-'.. ....' . ... .',... '. .'.
<br />". ~
<br />
<br />"~~',:".., ',",." ' ""~"'"
<br /><:-'>",,' '!':
<br />
<br />,',",:- "
<br />. - , ,
<br />
<br />'~'" "
<br />,,' ,..~:',..'.",'. .,' ',,',' ",',','
<br />
<br />
<br />.. ""~'" 'ft
<br />,'.'~,.,'".">', ';',. '
<br />'. .... ..., "-
<br />.",',""""~,.,:,.','" '
<br />'~.:;' ""'.':"::''';
<br />,'...... .' ..' -.' , .,
<br />
<br />
<br />:', ",' ',', "," "','~;:.,',.":,". ."::-.,',~.',...".',I','.'
<br />'tl1'" ',",'
<br />, ., V''',
<br />' '.., ".'rJj'.":':::
<br />
<br />'.,.....',', '
<br />
<br />
<br />..~ ~:~d
<br />~~l
<br />~','.."",..<.',
<br />:.,',">',","",'~' ~:, ,:'",',1"
<br />'~',"',,' ',','," .',"" "
<br />, ," .',
<br />.' , " ., .
<br />'. . .'. .' .
<br />, . . - .. . .
<br />
<br />.~,",."...,.,,':,...'.'.,. ;:'" (':'.'.,1"":,.,.,
<br />~~,,:,',.,','~','.c::':' ,'\,,'
<br />. .... .
<br />. ".... . .
<br />
<br />" '.
<br />~' ,
<br />, '" , "
<br />'. . . .
<br />. . - . ,
<br />'~ .' \f'
<br />~
<br />
<br />~";>j
<br />~",,~
<br />~,"-','",1
<br />\ '\ '" '
<br />f ,.:',<.::':;"',"." '~' """",,"-;
<br />~'.., .,.,,<"">"".,;~:>. ~'",~~
<br />>J"
<br />
<br />~~,3~:~~J/
<br />
<br />~ ",,',,',"'~",'.,.,',,' ',.c".'. ,fi::/
<br />'~', '",'''''.''' .J;~ J
<br />, ,., ',:' ~,<';~. 'J
<br />" '/
<br />~, ' .I
<br />~":'/
<br />
<br />~~
<br />hO
<br />C..)~
<br />~
<br />V)~
<br />~~
<br />~~
<br />~~
<br />
<br />\....
<br />
<br />~
<br />
<br />DRAWN
<br />JOE YOUMANS
<br />
<br />at ALa
<br />
<br />1/4" :II 1'-0-
<br />CHIlCUD " APPaoVED
<br />AAKAY ENGINEERING, INC.
<br />
<br />
<br />97-05
<br />
<br />SHEET 3 OF 6
<br />
|