|
<br />10" O'HANe ON
<br />FRONT MAIN 6ABLE
<br />FOR ELEV. "A" ONLY
<br />
<br /> RJ DeE VENT
<br /> ELEV, "B" I
<br /> I I
<br /> ROOF LI NE ~ I
<br /> I
<br /> ~,I (PORO
<br /> I
<br /> I
<br /> f',
<br /> I , ,
<br /> I '- ,
<br /> l - "
<br /> - - , ,
<br /> - -
<br /> -~~
<br /> // // ?
<br /> )/ )/ ?-' ?-' ,....-----,
<br /> / / PAR6E
<br /> // // C.EMENTI TlOUS
<br /> ,/ ,/ p;jp: "'~f<:),;),;FFFFl // // TEXTURE
<br /> "-./
<br /> b
<br />r --,
<br />
<br />~
<br />
<br />Lept Elevation
<br />
<br />lie" . I'~O"
<br />
<br />MIN 240LB. FGLS. SHINeLES OVER
<br />15LB FELTON ROOF DEC.K ON
<br />PREFAB, HOOD TRlJSSES 024"
<br />ROOF PlTC-H
<br />SIMPSON METAI2 PER ELEV.
<br />OR USP ET AI4
<br />EA. END EA. TRUSS
<br />
<br />15/32" PL YHOOD SHEA THINe
<br />(1/2" O.S.B. OPTIONAL)
<br />Bd COMMON NAILS 00"
<br />
<br />
<br />MIN. R :: 22
<br />INSULATION
<br />
<br />j PER ELEV
<br />SOFFITIFASC.IA
<br />PER SPEc.,
<br />
<br />DRYHALL PER SPEc..
<br />FULL PERIMETER BOND BEAM
<br />B" C.l'-1lJ, b" HI6H HlI-ItS C.ONT.
<br />25" LAP CORNER 8ARS
<br />itS VERTlC.AL FROM SLAB TO
<br />BOND BEAM oPOURED CELL
<br />(PER FOUNDATION PLAN)
<br />OPTIONAL TOP OF HINDOH,
<br />v'-B" OR B'-O"
<br />
<br />ROOF SHEA THINe
<br />
<br />I 1ft "'-MIL TRUtls
<br />SIMPSON HIO ~ '\ ,TO END of
<br />OR USP RTlv OUTRI66ERS
<br />oEND TRUSS TO J PREFABRIC.ATED
<br />TO OUTRIGGER HOOD TRUSSES
<br />C.ONNS, (TYP,) NOTE, DROP END TRUS'S -+
<br />3-1/2" TO ALLOH FOR 2"x 4"
<br />15/32" PL YHOOD ~=~~ ~C~$) II I
<br />OR 1/2" O.S,B, 2"x 4" BLOCKING
<br />SHEATHIN6-NAIL 04'-0" ON TOP
<br />SPAC.INeS = 6" OF BOT. C.HOR,
<br />
<br />SIMPSON MET AI2 .-/' :~
<br />OR USP ETAI4 1/2" MIN. <3YPSUM
<br />(OlE) oEA. END' C.EILINeS DIAPHRAeM
<br />4'-0" FOR HIDTH OF
<br />6ABLE END TRUSS.
<br />
<br />p,c., LINTEL-POUR FULL
<br />(USE #5 IF SPAN OVER 0')
<br />
<br />BUILDER NOTE.
<br />ALL ENcSlNEERED TRUSS
<br />DRAWINGS TO BE FURNISHED
<br />TO ENcSINEER OF REC.ORD
<br />FOR REVIEH PRIOR TO FINAL
<br />ISSUE OF DRAWINGS.
<br />
<br />;.
<br />.1
<br />1;)"
<br />
<br />ALUM. FRAME HINDOH
<br />(SIZE PER PLAN)
<br />INSTALL PER MF6R.
<br />APPROVED DETAILS,
<br />
<br />HINDOH SILL PER SPEC.
<br />
<br />
<br />
<br />MIN. 1/2" DRYHALL ON
<br />I"x 2" P.T, FURRING -J
<br />MIN. R::5 INSULATION (:) ~
<br />.1 0
<br />N D
<br />
<br />
<br />FULL PERIMEH=R BOND BM.
<br />b" C.MU, 8" HleH H11-#S C.ONT.
<br />25" LAP C.ORNER BARS
<br />
<br />\.
<br />Jtli~L.~~i~
<br />
<br />I ".
<br />~
<br />
<br />SeC T,ION
<br />1/2" = 1'-0"
<br />
<br />~
<br />
<br />~
<br />J
<br />
<br />6J
<br />c11-4" tv1Clsonrl.4/5tem~Q II
<br />REV15EO t;/~I2001
<br />
<br />6J
<br />
<br />~5um C\~ilin9 DiCl~hrQ9m
<br />Direc.t Truss To MC1eonr~
<br />End~ClII Connection
<br />REVIS€D 5/8/2001
<br />
<br />~
<br />
<br />SECTION
<br />
<br />1/2" = 1'-0"
<br />
<br />15/32" SHEATHINe
<br />(1/2" O.S,B. OPTIONAL)
<br />8d GOMMON NAILS 00"
<br />
<br />MIN 240LB. FeLS. SH1N6LES OVER
<br />ISLB FELTON ROOF DEc.KINe ON
<br />PREFAB. HOOD TRUSSES Cl24"--~
<br />ROOF P1TC.H
<br />PER ELEV ~
<br />SIMPSON METAJ2 ""'"
<br />OR USP ETAI4----- ~
<br />..-:;<'
<br />
<br />MIN 240LB. FGLS. SHINGLES OVER
<br />ISLB FELTON ROOF DECKINeS ON
<br />PREFAB. HOOO TRUSSES 024"~
<br />ROOF PI TGH ~
<br />PER !::LEV.
<br />~
<br />SIMPSON METAl2
<br />OR USP ETAl4
<br />"'"
<br />
<br />
<br />~
<br />1
<br />,
<br />~
<br />"
<br />,
<br />~
<br />)
<br />
<br />
<br />~
<br />
<br />15/32" PL YHOOD
<br />(l/2" O,S.8. OPT.)
<br />8d NAILS 00"
<br />, ....----C.EILING PER SPEC.
<br />, I
<br />
<br />SOFFIT/
<br />FASC.IA
<br />PER SPEG.
<br />
<br />FULL PERIMETER BOND BEAM
<br />B" C.MU, B" HIGH WI-liS
<br />C.ONT. 25" LAP GORNER BARS
<br />B" P,G. LINTEL W IlS GONT.
<br />SPAN BETHEEN C.OLS. W MIN.
<br />e;" BEARING SURFAGE EA. END
<br />c..AP WI C.OURSE 4" OR B"x Iv"
<br />C.NU KNOC.KOUT HI I-iS GONT,
<br />POURED FULL VWERT. IlS'S
<br />oc..OLS, INTO K,O. BLOC.K
<br />TIE INTO FULL PERIMETER ~
<br />BOND BEAM HI 2S" LAP
<br />OGORNER5 ~
<br />liS FROM SLAB TO w
<br />TOP OF COLUMN u:J
<br />cPOURED CELLS ();
<br />OPTIONAL-8"x b" ~
<br />b"x 10" ,/6"x 16", OR 24"><24"
<br />C-OLUMNS PER
<br />PLAN
<br />FOOTIN6 DOHELS. liS'S
<br />PER FDN. PLAN - EMBED
<br />6" MIN. INTO FTe. W
<br />10" '100 HOOK - LAP 25"
<br />oVERTIC.AL is
<br />6x6 HIA x HIA
<br />OR F I BERJv1ESH
<br />
<br />4"x 4" C,O. .~. · ~ · ;. till
<br />FINIS~E \ ~~NuM'BER OF COURSES ex
<br />6RA . . ~~~ OC.OLUMN PER LOT ~
<br />i. ~ ~ /<. ~<~~ SLOPE REQUIREMENT
<br />t- ~~'. ~'((~~" :
<br />~ ~~ .4~~~~~ ~
<br />~~ <~<<~'('~<<~'<<<0(~ 24"x 24" GOLUMN PAD
<br />'>>>>> />Y/>Y/.;Y)'Y/,Y;~~)'/', HI #S'S 012" E,W,
<br />2'-0" ~_
<br />
<br />~;~!;~N ~
<br />
<br />Round MQ5onr'1 Column
<br />Concre te F' .C. L inte I
<br />2411X 24lr Pier Footin9
<br />REVlt;eO 6/1112001
<br />
<br />SOFFIT/
<br />FASC-IA
<br />PER SPEc.,
<br />
<br />- 8" P,C. LINTEL W 115 CONT.
<br />SPAN BETHEEN GOLS. HI MIN,
<br />8" BEARINe SURFAc..E EA. END
<br />TIE INTO FULL PERIMETER
<br />BOND BEAM HI 2S" LAP
<br />oC.ORNERS
<br />"'-OPTIONAL-12" OR
<br />10" ROUND MASONRY
<br />C.OLUMNS PER PLAN
<br />(USE 12" OR lo"x b"
<br />ROUND C.MU'S)
<br />
<br />z
<br />a
<br />i=
<br />~
<br />UJ
<br />.J
<br />UJ
<br />();
<br />Ii:
<br />
<br />----1l5 VERTICAL FROM FTe.
<br />IN POURED C.ELL - PER
<br />FOUNDATION PLAN
<br />
<br />. ,
<br />
<br />:/
<br />
<br />#S FOOTlNeS DOHEL
<br />PER FDN. PLAN - EMBED
<br />v" MIN, INTO FTe. W
<br />10" ClOo HOOK - LAP 2S"
<br />OVERTICAL 35
<br />POUR SLAB TO C.01..UMN
<br />USE SEC.T, "FI" BET. C.OLS.
<br />oEDGE OF SLAB
<br />( bx6 HIA x HI.4
<br />OR FI BERl'-1ESH
<br />
<br />
<br />7'
<br />,
<br /><
<br />
<br />4")( 4" c.,O.
<br />HEADER
<br />BLOC.K ~
<br />FINISH
<br />GRADE
<br />
<br />~~
<br />~
<br />
<br />;i
<br />1-
<br />N
<br />
<br />~
<br />
<br />;
<br />: .
<br />;
<br />,
<br />,
<br />;
<br />;
<br />~
<br />"
<br />
<br />,
<br />j
<br />
<br />EID
<br />
<br />tv1CAsonr~ Column And Beam
<br />8"x161 5temV'JClII Footit19
<br />REVISED ~/I2/2001
<br />
<br />SECTION
<br />
<br />1/2" ::: 1'-0"
<br />
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />....)
<br />
<br />....
<br />...."....
<br />~
<br />"
<br />....
<br />....
<br />....~
<br />....
<br />"".....
<br />
<br />12 +-
<br />(TYP.) 11
<br />
<br /> ~ ~ )/
<br /> PARSE
<br /> GEMENTI TlOUS / /
<br />ITFFICFFFFl TEXTURE ,/ ,/
<br /> "-./
<br />
<br />Reor-- Elevotion
<br />
<br />lie" :I I'~O"
<br />
<br />~
<br />PAR6E
<br />C.EMENTITlOUS
<br />TEXTURE
<br />"-./
<br />
<br />
<br />
<br />~~'I
<br />
<br />//
<br />
<br />,~
<br />
<br />//
<br />
<br />~
<br />
<br />t8"
<br />
<br />TYP.)
<br />
<br />./ Aj'
<br />./ IT II1I1 11111 II
<br />~IIITlIIIIT 11111
<br />.All TIT Ii
<br />I
<br />
<br />rf11~ lilT IlllT I III II I II TI I II 1111111 11 IIITY
<br />II I rTnlllll II I II I II I I "1 II lilT llllU;V
<br />I III III II I 11111 III I III I II I n III III I I Ty.... ../
<br />ITriflllll111lT 111111111111111 Illl
<br />
<br />2x4 BLOc..KING-NAIL TO
<br />TOP OF BOTTOM CHORD
<br />OF 1st 2 TRUSSES 04'-0"
<br />.-::;-
<br />
<br />','
<br />
<br />
<br />~ FIN. FL. _
<br />l'.'~ =,
<br />- :.-- -
<br />=t PORC.H
<br />1
<br />
<br />~
<br />.I
<br />1;)"
<br />
<br />1/2" 6YPSUM c.EILINe
<br />DIAPHRAGM
<br />SIMPSON METAl2
<br />OR USP ETAI4
<br />EA. END EA TRUSS
<br />FULL PERIMETER BOND BM,
<br />B" C.MLJ, B" HIGH WI-#5 C.ONT.
<br />2S" LAP GORNER BARS
<br />
<br />~
<br />
<br />G~p5Um Ce i I in9 Diaphragm
<br />To Side~ClII Connection
<br />REVlSEO 5/e12001
<br />
<br />SECTION
<br />
<br />1/2" :: 1'-0"
<br />
<br />
<br />SI MPSON Hb
<br />OR USP MTHJ 2
<br />TRUSS TO BEAM
<br />
<br />SOFFIT/
<br />FASC-/A
<br />PER SPEc.
<br />
<br />oENDS OF 2-2"x 10" BMS,
<br />CONN. TO MASONRY WI
<br />SIMPSON HUCAIOTF
<br />OR USP HDIF410
<br />
<br />SIMPSON BCA,
<br />OR USP PCM44
<br />POS T c.AP
<br />(VERIFY UPLIFT
<br />H1TRUSS DHGSJ
<br />
<br />If
<br />
<br />//
<br />
<br />~
<br />
<br />~
<br />
<br />- f=~
<br />
<br />v~INDOk.1~, @
<br />81-0" A.F.f.
<br />
<br />Right Elevation
<br />
<br />lie" . I'~O"
<br />
<br />1::: ~
<br />
<br />ft"'ont Elevation "A II
<br />
<br />1/4" . I'~O"
<br />
<br />~~
<br />
<br />1111'
<br />
<br />//
<br />
<br />,~
<br />
<br />//
<br />
<br />~
<br />
<br />E]E]8r3
<br />DDDD
<br />DDDD
<br />DDDD
<br />DDDD
<br />
<br />"III
<br />
<br />~
<br />DII11 III
<br />
<br />~
<br />
<br />I
<br />
<br />1IIIIIIIIIIImnnrlllllllllllllllllllllllllllllllllllllllll11[111111111111[111
<br />
<br />E]E]8r3
<br />DDDD
<br />DDDD
<br />
<br />1-----
<br />
<br />[jCTIDD
<br />[:]DDD
<br />
<br />~ ~
<br />-'
<br />9
<br />lJ)
<br />
<br />-'t-
<br />
<br />" ~
<br />I~:?' I ~
<br />.....11 1 [I I [ II "l1,
<br />((,11 I II I I h
<br />A I II II I 1'1 IIi't
<br />fI III II/III lilT 111'1-
<br />I 11 II II III II II I T ho
<br />fI- III I [I~
<br />II I I' I II I I II I I iIT
<br />T fin 11 T ii I IT T I'l'
<br />I II II II I II II,! II I II II I T II II I I T"t--...
<br />HI n 11 Ill' II III 11 II 1 1'l111lTTl'--,..
<br />- " I 'to...
<br />I
<br />
<br />~ ~1l1
<br />-II II II / II // /1 II II II / I I' II IT If 11 n lilT! I II II II I' I' II Il
<br />II I T II 11 lilT fT 11 lilT n II II II II II II II 1 II I 1 IT 1 II II II II
<br />II II II I II II I II I I I
<br />T 1 1 II 1 I I II I' I
<br />T III i I I fl Ii II 1 I J...1'T II II Illl
<br />II r III II I II II II I" II II III- I I I ..K II II T II
<br />III I I II II I I II II II II 1 r I 1 liT T JJ. II II I II I II I
<br />jj "11
<br />
<br />I I.
<br />II II
<br />II II I' rr1'
<br />
<br /> -' I
<br /> ;::=
<br /> If
<br />~ // ~
<br />I
<br />cr-
<br /> ~
<br />
<br />z
<br />a
<br />- -4"x 4" OR 6"x 6" P.T. POST ~
<br />H1HOOD OR PREFAB. GOL. >UJ
<br />PER BUILDER, BRIc..K OR .J
<br />STlJC.C.O FAGIN6 OPTIONAL UJ
<br />SIZE PER PLAN. It
<br />~
<br />
<br />~ FIN. FL. L-
<br />c-..-- - =
<br />. :.-
<br />J PORC-H
<br />
<br />HEADER
<br />BLOCK \
<br />FINISH \
<br />GRADE
<br />
<br />C.OLUMN BASE,
<br />SI MPSON ABU44
<br />OR USP PAU44
<br />FOOTING DOHELSI
<br />1-#5 OC.OLUMNS
<br />EMBED 6" MIN, INTO
<br />FTG. HI"lOO 10" Le.
<br />HOOK EA. END
<br />
<br />,,'
<br />
<br />
<br />~
<br />
<br />~t
<br />"t
<br />.1
<br />
<br />d
<br />
<br />@
<br />
<br />F<.ound or S~uClre Column
<br />e>"X 16" 5tem~QII
<br />REVlseo 113112001
<br />
<br />SEC TION
<br />
<br />1/2" = 1'_0"
<br />
<br />......."
<br />
<br />- (~
<br />
<br />HINDOHS @
<br />81-0" A.F.F.
<br />
<br />I
<br />
<br />IIIIIII
<br />
<br />~~
<br />
<br />II~
<br />
<br />11111
<br />
<br />[J][J]
<br />[][]
<br />~~
<br />
<br />fr--ont Elevation IIB"
<br />
<br />~
<br />
<br />//
<br />
<br />~
<br />
<br />~
<br />
<br />I=~
<br />
<br />I
<br />
<br />1/4" . 1'-0"
<br />
<br />"'"
<br />
<br />E]E]E][3
<br />DDDD
<br />DDDD
<br />DDDD
<br />DDDD
<br />
<br />1IIIIIIIITTl1mnmmlllTlTIII
<br />~
<br />L@JJ
<br />
<br />!
<br />
<br />IIIIIII
<br />
<br />1IIII
<br />
<br />E1JE]8[3
<br />DCTIDD
<br />DCTIDD
<br />DDDD
<br />DCTIDD
<br />
<br />~ ~
<br />9 ~
<br />
<br />-~
<br />
<br />DESIGN LOADSI
<br />HINDI IOOMPH
<br />ROOF. LL 20PSf MIN.
<br />DL IOPSF MIN.
<br />GARAGE SLAB IOOPSf MIN.
<br />LlVIN6 AREA,
<br />LL 40PSF
<br />DL 15PSF
<br />6ARAGE DOOR DESleN
<br />HIND PRESSURE (OHPJ,
<br />POS./NE6, :2SPSF
<br />
<br />Plon~ Desfgned O()d E1I91neued In
<br />ACcofdQr'lce Hfth 1'1'11 SBC. EdJtlol'l
<br />IOOMPH HIND
<br />Mli:hoel A. RoblnSOfl, PE.
<br />FL 28311
<br />
<br />t!Q]J; ,
<br />THIS PLAN SET COMPLIES HITH
<br />ALL HIND RESISTANCE PRoVISIONS
<br />OF THE STD. BlIILDINe O?DE AS
<br />ADOPTED BY C.OUNTY OF R.:SIDENC.E
<br />
<br />~~
<br />~
<br />~~a
<br />~f6~
<br />if~~
<br />~~~
<br />~~~
<br />~~~
<br />~U
<br />~~~
<br />Ij ct '
<br />~!~
<br />~~~
<br />~~~
<br />'-"wi=
<br />~~~
<br />5~"
<br />i='f'-"
<br />~@~
<br />~~~
<br />~~~
<br />Lr~~
<br />I~Q
<br />~~
<br />~Cl
<br />zlj~
<br />~~-
<br />~~~
<br />f-~'&
<br />~it~
<br />~\l.\l\
<br />wI,)
<br />
<br />\D~-
<br />~~~
<br />~~~
<br />
<br />
<br />
<br /> U)
<br /> C
<br /> ()
<br /> .-
<br /> -W
<br />-W \)
<br />C ~ ~
<br />() E \J)
<br />E () -0
<br />~ I
<br />\J) c
<br />() 0
<br />(i \)
<br />~ \f)
<br /> C
<br />~ \f) ()
<br />...c .-
<br />I- -W
<br /> 0
<br /> >
<br /> ~
<br /> -
<br /> W
<br />
<br />z
<br />o
<br />~U
<br />:JZ
<br /><r:1--l
<br />Q~
<br />~U)
<br />~~
<br />QO
<br />~::c
<br />o
<br />o
<br />
<br />REVISED 1I/10/'1l>
<br />
<br />DRAWN BY
<br />
<br />D.S.f.
<br />CHECKED BY
<br />L.H.f,
<br />DATE
<br />1/11/2001
<br />SG.ALE
<br />AS NOTED
<br />JOB No.
<br />6MI-246
<br />SHEET
<br />
<br />2
<br />
<br />OF
<br />
<br />2
<br />
<br />..1'
<br />..0111 II
<br />A' 11
<br />/nT II r
<br />All Iii/III
<br />A1111Ill' 1111111
<br />
<br />rF
<br />
<br />SHEETS
<br />
|