|
<br />t
<br />
<br />(I)
<br />
<br />151'-0' MAX.
<br />
<br />II< * J
<br />
<br />1
<br />
<br />
<br />- --------------~-
<br />o J I 0 I III
<br />- ------ -- ---~
<br />
<br />(H) / (A,B,C,D,E..f",OR G>
<br />\'(IOTH~ B~T\'(EEN 25'-1' TO 40'~ OOVau:O AT 2S'-,' TO 40'-0'
<br />MAXIMUM (A,B,C,D,E,f', OR G)
<br />
<br />(KA ["\ ["\ f\. ^7 II
<br />
<br />~ r'\'---J\ GABlE END
<br />CONNECTION DETAIL C OR F \# / KOPTIONAL>
<br />
<br />S' INSERT K ~
<br />(0, F, OR G) ~ CONNECTION
<br />( (J) RAFTER SECURED TO COLUMN DETAIL D
<br />
<br />SIDING OPTIONAL (
<br />SECURED SAME
<br />AS ROOf' "---c:
<br />
<br />(
<br />
<br />x
<br />~
<br />x
<br />
<br />NOT~S
<br />" ALL CONCRETE WORK SHAll BE MIN. 2.500 P,S.t. AT 28 DAYS,
<br />2, MINIMUM SOil BEARING SHALL BE 2,500 P,S.F,
<br />3, ALL CONSTRUCTION SHAlL BE PROVIDED IN ACCORDANCE WlfH
<br />THE f1.0RlOABUILOING CODE, LATfST EDtTlON.
<br />OSHA, AJSC CODES ANO ALL APPUCABLE LOCAL REQUIREMENTS,
<br />
<br />)0
<br />CONNECTION
<br />DETAIL D
<br />
<br />NO SCRE\,(S REQUIR~ED IN C~ORNERS (TYPICAl) f\ f\ f\ ["\ 1\ ^ r\r\ ~
<br />
<br />["\A~~ ~
<br />XII II' ~~~
<br />1/ ~
<br />~ L
<br />r..
<br />
<br />GENERAL
<br />
<br />NOTES
<br />
<br />SEE OPTION DETAILS ~
<br />~ <I, II, III, IV, V, OR VI> ~
<br />
<br />~J-------------~I--:------------- ~ r---------------I~I---------------I~I-----
<br />- - - - --- - -- ~ - -s--- - - -- - ------- -~--- ---~ - -
<br />
<br />
<br />
<br />(A OR C)
<br />
<br />4' MAXIMUM \
<br />
<br />_____: t________________
<br />
<br />~ ~
<br />~ i
<br />A ~
<br />~ A
<br />~ ~
<br />W
<br />.... ;.
<br />~ ~
<br />... ;.
<br />;. J:
<br />~
<br />
<br />~ 5
<br />;. &
<br />I ~
<br />. 7
<br />7 ~
<br />~
<br />
<br />- < ~- ----------
<br />
<br />
<br />.....ELDED INSERTS
<br />(D, F, OR G)
<br />
<br />.
<br /><>
<br />I
<br />r..
<br />
<br />(
<br />
<br />]
<br />
<br />(
<br />
<br />J
<br />
<br />~
<br />w
<br />i
<br />>
<br />
<br />lOCATtD ON THE fRONT. BACK OR EITHER SIDE
<br />
<br />OPTIONAL
<br />DOORS
<br />3& "X80' OR
<br />4a"X80'
<br />o FRONT, BACK
<br />OR EITHER
<br />StDE
<br />
<br />~)
<br />=)
<br />= t3
<br />=) :x
<br />= ~
<br />=)
<br />=:
<br />
<br />=)
<br />=
<br />
<br />=)
<br />=
<br />
<br />-,
<br />
<br />X
<br /><t
<br />X
<br />
<br />DESIGN LOADINGS
<br />DEAD LOAD ~ 5 PSF,
<br />LM: LOAD ~ 20 PSF,
<br />WINO LOAD ~ FORCES FROM
<br />
<br />'20 !,4,P,H,
<br />
<br />~~\tS\
<br />
<br />NOTICE
<br />
<br />. Orlando Steel Enterprises. Inc,
<br />authOrizes use of this plan at the following location"
<br />. ~ny attempt to use this plan at any other location Is
<br />prohIbited and approval should be denied by the building depL
<br />
<br />
<br />A~~.~fuJO ~ qrt( P- <vet
<br />.df1[JnJrr0, A , (i?1J/O
<br />,
<br />
<br />Date: LJ I Q)q I 6!)
<br />
<br />~
<br />f
<br />~
<br />
<br />~~
<br />(F=
<br />F=
<br />(~
<br />~
<br />(F=
<br />/
<br />
<br />3O"X30-
<br />WINDOWS
<br />OPTIONAL
<br />FT. RR.
<br />OR SIDE
<br />
<br />=
<br />
<br />=
<br />=
<br />
<br />=
<br />=
<br />
<br />=
<br />
<br />OPTIONAL ROLL-UP DOORS
<br />
<br />~
<br />I
<br />o
<br />N
<br />
<br />(
<br />1/
<br />
<br />THESE PlANS ARE IN COMPUANCE WITH THE
<br />2001 flORIDA BUILDING CODE ANO THE
<br />ASCE 7-98 WINO ZONES,
<br />
<br />II
<br />
<br />I
<br />
<br />- -1 1/4'
<br />
<br />FRONT
<br />
<br />CARPORT
<br />
<br />Silt TO
<br />m WINDOW 1
<br />
<br />=- :to
<br />
<br />WINDOW DETAIL
<br />
<br />25'-0' MAXIMUM .....IDTH '.JlTHOUT .....ELDED SUPPORT
<br />25'-1' TO 40'-0' MAXIMUM .....IDTH .....ITH .....ELDED SUPPORT
<br />
<br />FRONT ELEV A TIDf\J
<br />(SHOPPORT '.lITH SIDING)
<br />SCALE. 1/4' ::: 1'-0'
<br />NOTE. SEE SECTION A-A rOR ANCHORING DETAILS
<br />
<br />J
<br />
<br />NOTE ON ROOF SECTION
<br />BENT PIPE FRAME AT 60' D.C. OR LESS COVERED BY 29 GA. CORRUGATED STEEL.
<br />(SHEETING TO BE CONTINUOUS OVER THREE OR MORE SUPPORTS)
<br />
<br />.
<br />
<br />25'-0' MAXIMUM .....lDTH .....lTHOUT .....ELDED SUPPORT
<br />25'-1' TO 40'-0' MAXIMUM \'(lOTH \'(lTH .....ELDED SUPPORT
<br />
<br />/Il~
<br />
<br />/ INDICA TES ANCHOR BOLT OR
<br />STEEL CCLUHN, MAX. SPACING ""EDGE ANCHOR PLACEMENT
<br />AT 60' C,C.
<br />
<br />
<br />
<br />fif~----- --------r~---------------[~J---------------~J----------------~~J----~ -----i~~,-----------~::J~--------------~
<br />~--------------~~----------------~ -- - --- --~ -- - - -ro- --- - --.....;;;0 - -- -/ -------------~~
<br />
<br />
<br />6' TYPICAL SEE DETAILS
<br />(I, II, Ill. IV, V, OR VI)
<br />
<br />SECTION
<br />
<br />I
<br />
<br />NOTE: mY OR ALL VARIATIONS CAN BE USED. CARPORT STYlE, ENClOSED GARAGE
<br />STYlE ANO GARAGE SmE MTHOUT FRONT SECTION,
<br />
<br />I '
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />: V8EAR CONNECTION A
<br />i (TYPlCAl)
<br />I
<br />I
<br />I
<br />I
<br />I
<br />1
<br />(, 0
<br />
<br />t.:l
<br />Z
<br />'Z
<br />~
<br />a
<br />X
<br />~
<br />x
<br />
<br />.....IDTHS BET\'(EEN 25'-1' TO 40,~(H) \,\
<br />MAXIMUM - (A,B,C,D.E.F, OR G)
<br />
<br />(1<)
<br />CONNECTION DETAIL C OR F~ ~~~
<br />
<br />-~'
<br />("; i~sg~l 10\ i..ECTlllN
<br />
<br />~ (J) DETAIL E
<br />RAFTER S URED TO COLUMN ~
<br />SIDING OPTIONAl z
<br />~~D~ ( ~
<br />AS ROOF '---- 60' MAX. _ 40'-0' MAX, OPENING a
<br />( 30' -0' IMX. CAAN;E DOOR OPENING ~
<br />
<br />( ~
<br />
<br />5 / (J) COLUMN 'ECURED TO 'ME i \
<br />
<br />a' INSERT (X
<br />(0, F, OR G) \ ,J, \
<br />
<br />CONNECTION DETAIL B OR F ----./'--. \XlST. OPTIONAl CONCRETE SLAB./ OPTIONAl DOOR 36'X80' OR 48'x80:} J
<br />OPTIONAL ROLL-UP DOOR, LOCATED ON FRONT BACK
<br />SEE OPTION DETAILS LOCATED ON FRONT, REAR, OR EITHER SIDE OR EITHER SIDE' ,
<br />(I, II, III, r{, V, OR VI)
<br />25'-0' MAXIMUM \,(lOTH \JITHOUT .....ELDED SUPPORT
<br />.
<br />25'-1' TO 40'-0' MAXIMUM \'(HHH .....lTH .....ELDED SUPPORT
<br />FRONT SECTION
<br />('.lITH SIDING)
<br />SCALE. 1/4' = 1'-0'
<br />NOTE' SEE SECTION A-A FOR ANCHORING DETAILS
<br />
<br />ROOF "'"
<br />
<br />(H) 12X'" TEK SCREWS (W.)
<br />
<br />l?\1~1
<br />
<br />: \.: :
<br />
<br />(I) 14X78' rEK SCREWS
<br />I---~EWS (TYP.)
<br />l\ II -\ II
<br />
<br />(I)
<br />
<br />SCALE. 1/4" = 1'-0'
<br />"'OTE. SEE SECTION A-A FOR ANCHORING DETAILS
<br />
<br />COLUMN
<br />
<br />PLAN
<br />
<br />CARPORT
<br />
<br />/ (A,B.C,D,E,F',OR G>
<br />/ DOUBtED AT 2~'-" TO 40'-0'
<br />
<br />
<br />~
<br />~
<br />\.... ~CONNECTI~
<br />DETAIL D
<br />C~fT~o;;A .
<br />Vi
<br />( P<: ~---------'Tl
<br />
<br />I 60' MAX. '-J
<br />
<br />.. I i
<br />I I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />J
<br />I
<br />I
<br />,
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />1
<br />I
<br />
<br />.
<br />o
<br />
<br />l....
<br />
<br />'0
<br />
<br />,
<br />
<br />.
<br />
<br />.
<br />
<br />.
<br />
<br />AND
<br />
<br />STUD
<br />
<br />FOR
<br />
<br />>SI
<br />~
<br />
<br />.
<br />.
<br />
<br />?I
<br />r..
<br />
<br />6"-
<br />
<br />--6"
<br />
<br />"
<br />
<br />"
<br />
<br />II
<br />
<br />II
<br />
<br />II
<br />,)
<br />-(--
<br />J
<br />
<br />ElEVATION
<br />
<br />SCREW PATTERN
<br />
<br />SCALE. 1/2' = 1'-0'
<br />
<br />151'-0' MAX.
<br />
<br />.. HAXI_\ 1
<br />
<br />
<br />_____: t________________ ~______________ ~ _.
<br />..~ II< . I Ile1. 1 ( 0
<br />
<br />
<br />
<br />--[- ~El~:-INSE~I:~------ -------1 ~
<br />
<br />(D,F.ORG) ~! I
<br />'(, 0 )
<br />I~
<br />
<br />D
<br />D ~
<br />~
<br />D ~
<br />D
<br />[)
<br />
<br />X
<br />~
<br />f
<br />~
<br />
<br />SIDING
<br />
<br />SEE OPTION DETAILS
<br /><I, 11, Ill, IV. V, OR VI>
<br />
<br />IG>
<br />
<br />---------------- - ----------------~-----
<br />o - r . I' 11<10 I
<br />
<br />'\
<br />
<br />(I) 14X78' TEl< SCREWS - 4 3'
<br />/lAP SCREWS (TYP.)
<br />
<br />(H) 12Xl" TEK SCREWS (TYP.) - , :+
<br />9..........t
<br />NO SCRE\,(S REQUIRED IN UPPER CORNERS b -( - -
<br />SEE NOTE AT FRONT ELEVATION ..,
<br />SECTION - SCR[W PATTERN
<br />
<br />~~
<br />~~
<br />~g
<br />~~
<br />~~
<br />""' ...
<br />) ;.
<br />x
<br />i!~
<br />A'"
<br />.....;.
<br />;) ~
<br />i...
<br />""'l
<br />i .
<br />. <>
<br />o I
<br />.. ~
<br />f')
<br />(IJ
<br />
<br />f'l :-I-----------:-~I----------------
<br />
<br />: " ,..... ---- ---- - ~ - -- --- - - --
<br />
<br />J
<br />.
<br />I
<br />,
<br />I
<br />': -........
<br />~ (A OR C) ,
<br />I
<br />,
<br />I
<br />I
<br />I
<br />
<br />4'x4' P.T.
<br />SEE: DET AlL
<br />(OPTIONAl)
<br />
<br />- - ----- ---- --........ - ---
<br />
<br />LG>
<br />
<br />(I)
<br />
<br />I 1/"~~"" "",=I~",. "",=I~",. "",=1~",. ""'~ -",' "",~I
<br />
<br />~ 0'-0' TO 15"-0"
<br />
<br />
<br />SIDE ELEVATION
<br />(SHOPPORT '..lITH SIDING)
<br />SCALE. 1/4' = 1'-0'
<br />NOTE' SEE SECTION A-A rDR ANCHORING DETAILS
<br />
<br />OPTIONS
<br />
<br />CHART
<br />
<br />~ 0
<br />
<br />I~
<br />I
<br />I
<br />1
<br />I
<br />I
<br />,
<br />I
<br />I
<br />I
<br />I
<br />,
<br />I
<br />,
<br />I..
<br />
<br />~. MAX,
<br />
<br />~
<br />
<br />A
<br />
<br />8
<br />
<br />= OR > 2"SO. TO 2.5"SO, X 14 GA. TUBING
<br />YIELD 50,000 P.S.I. TENSILE 55,000 P.S.1.
<br />
<br />= OR > 2"ROUND TO 2.5"ROUND X 14 GA. TUBING
<br />YIELD 50,000 P.S.1. TENSILE' 55.000 P,S,I,
<br />
<br />-- OR > 2"X3" TO 2"X4" RECTANCLE X 14 GA. TUBING
<br />YIELD 50,000 P.S,1. TENSILE 55.000 P.S,1.
<br />= OR > 1.75"SO. TO 2.25"SO. X 14 GA. TUBING
<br />YIELD 50,000 P.S.1. TENSILE 55.000 P.S.1.
<br />= OR > 2.25"SO. X 15 GA. TUBING
<br />YIELD 65.000 P.S.1. TENSILE 70.000 P.S.1.
<br />
<br />= OR > 1,75"ROUND TO 2.375"ROUND X 14 GA. TUBING
<br />YIELD 50,000 P.S,1. TENSILE 55.000 P.S.1.
<br />
<br />= OR > 1.75"X3.75" RECTANGLE X 14 GA. TUBING
<br />YIELD 50,000 P.S,1. TENSILE 55.000 P.S,1.
<br />
<br />= OR > 12X1" TEK SCREW
<br />TENSILE 2,778LBS. / SHEAR 2,OOOLBS.
<br />= OR > 14X7/8" TEK SCREW / LAP SCREW
<br />TENSILE 3,850LBS. / SHEAR 2,OOOLBS.
<br />
<br />= OR > 14X1 1/4" TEK SCREW / LAP SCREW
<br />TENSILE 3,850LBS. / SHEAR 2,600LBS.
<br />
<br />= OR > 29 GA. STEEL ROOF TO MEET SBCCI CODE
<br />
<br />c
<br />
<br />(H)
<br />
<br />FRONT CONNECTION A
<br />(TYPICAl)
<br />
<br />.
<br /><>
<br />I
<br />~ 'JIDTHS BET\iEEN 25'-1. TO 40'
<br />II MAXIMUM - (A,B.C,D,ef'. OR G>
<br />
<br />
<br />(I() ~
<br />
<br />
<br />
<br />
<br />a' INSERT - /~
<br />(0, F, OR G)
<br />(J) RAFTER SECURED TO COLUMN
<br />
<br />(I)
<br />
<br />D
<br />
<br />~~
<br />I ~'
<br />! ~~E~~, Cc~.U':'X,MAX. SPACING /~:~T~~A~~N~ ""-(: ojl
<br />: t~
<br />I I
<br />I I
<br />. I
<br />I I
<br />
<br />I '- , _ ______ ... ~________________ ~______________ ,....,J
<br />: ~ -:-I-h-----------I.~I-----h--------i,~,------------U-jn-" r--u------------'7J-----~ 11<] ) -- II< 0 1 ( 0
<br />~'W'" -- - - - -~ - -- - - ~ ----- - -- -......... ----- -- - --('" - -- - - - --- - - ---'~ - --------- "'C.;;;
<br />
<br />(A.S,C,D,E,F ,OR G)
<br />~ AT ,.'-,' ,. ""-0'
<br />
<br />
<br />-- -
<br />--------
<br />
<br />~J~ I~
<br />~
<br />
<br />F
<br />
<br />SCREW (J) ~
<br />00
<br />TIE 0
<br />?\.ATE (L) 0
<br />00
<br />
<br />~'"
<br />
<br />V COlUMN
<br />
<br />{[r
<br />
<br />/"\
<br />{ l
<br />~
<br />
<br />(
<br />(
<br />(
<br />
<br />'JIDTHS BET.....EEN 25'-1' TO 40' ~j\
<br />MAXIMUM - (A,B,C,D.E.F, OR G)
<br />(,) (H) r\ r\ A-D
<br />
<br />
<br />
<br />
<br />(/ 1
<br />a' INSERT -( ~ :
<br />(0, F. OR G) J'
<br />~ ~ l' J' (J) RAFTER SECURED TO COLUMN
<br />~ ~ 1\ J" I \ ,- ""
<br />
<br />(~ ~ I3X1/2X5 '/2 BOLT
<br />
<br />( "--- (A, B, C. OR E)
<br />
<br />E
<br />
<br />------------
<br />
<br />CIJNNE C TION -,,'0
<br />DETAIL D ' ~
<br />
<br />"
<br /><>
<br />I
<br />r..
<br />
<br />G
<br />
<br />5'-0'
<br />
<br />5'-0'
<br />
<br />X
<br />~
<br />
<br />H
<br />
<br />COLUMN
<br />
<br />PLAN
<br />
<br />GARAGE
<br />
<br />DR
<br />
<br />SIDING OPTIONAl.
<br />SECURED SAME (
<br />AS ROOF' '----
<br />
<br />(
<br />
<br />(
<br />
<br />
<br />~ -;{ (J) COLUMN SECURED TO BASE
<br />
<br />
<br />CONNECTION DETAIL B OR F~./
<br />
<br />SC~R~ (~~~[r1E TE (L) (~, ~~S~:TG) f
<br />., ;, ~ ~ "r\~'XlST' OPTIONAL CONCRETE SLAB ./'
<br />
<br />r/ SEE OPTION DETAILS
<br />1 SCREW (J) (I, II, Ill, rv, v OR VI)
<br />25'-0' MAXIMUM .....lDTH .....lTHOUT '.,'ELDED SUPPORT
<br />~I,./' · 25'-1' TO 40'-0' MAXIMUM \'(IDTH .....lTlH .....ELDED SUPPORT
<br />
<br />5'-0'
<br />
<br />5'-0'
<br />
<br />b
<br />D ~
<br />l..I
<br />
<br />) ~
<br />)
<br />)
<br />
<br />~
<br />I
<br />b
<br />N
<br />
<br />(A.B,C,D,E,F,G)
<br />
<br />6' TYPICAl
<br />
<br />AND
<br />
<br />STUD
<br />
<br />FOR
<br />
<br />ENCLOSURE
<br />
<br />r---
<br />
<br />SCALE. 1/2' ::: 1'-0'
<br />
<br />CARPORT AlTACHMENT
<br />MATERIAL AND CONSTRUCTION
<br />THE SAME AS MASTER PLAN
<br />
<br />'0 ':'"
<br />~~
<br />- ........
<br />
<br />J
<br />
<br />PLANS
<br />
<br />8--:'
<br />N~
<br />.,.........
<br />
<br />'-......1,./'
<br />
<br />f?r
<br />~
<br />
<br />CONNECTION DETAIL A
<br />
<br />J
<br />
<br />25,00'
<br />(IMX.)
<br />
<br />/ (,) COLeHN SECURED TO 'ASE , .
<br />
<br />
<br />V ~ SEE OPTION DETAILS
<br />(I, II, III, r{. V, OR VI)
<br />I 1
<br />
<br />K
<br />
<br />BASE
<br />
<br />'" Jl}:: WSfRT RHrrR ~ SCREW (Jl
<br />",)l:(t) l[[
<br />1 SCR[W (J) ,("~ PlATE (l)
<br />3 SCREWS (J) I........V
<br />~ ~ -- a" INSERT
<br />
<br />BASE5~b;'/ COlUMN
<br />l SCREWS (J)d' "- I,./'
<br />
<br />L
<br />
<br />= OR > 20 GA. GALVANIZED TP15 TIE PLATE 1
<br />OR SIMPSON STRONG TIE A-21
<br />
<br />13/16"X5'
<br />
<br />'-......v
<br />
<br />I
<br />1 1/4'-11-
<br />
<br />/'
<br />
<br />EXIST. OPTIONAL CONCRETE SLAB./
<br />
<br />COLUMN AND/OR RAfTER (F, B)
<br />WElD[O ROUNO TUBING
<br />
<br />CONNECTIONS
<br />
<br />a)' TYPICAl COlUMN TO
<br />BASE SlOE CONNECTIONS
<br />
<br />BASE (A, C, 0, OR G)
<br />
<br />REAR SECTION
<br /><\-11TH SIDING)
<br />SCALE. 1/4' ::: 1'-0'
<br />NOTE. SEE SECTION A-A FOR ANCHORINlG DErAILS
<br />
<br />CARPORT
<br />
<br />ADDITION
<br />
<br />MASTER PLAN
<br />GAF~AGE AND CARPORT DETAILS
<br />
<br />PLOT TIME . 10:00
<br />
<br />INSlDf
<br />
<br />D) 90' CONNECTIONS
<br />
<br />A) TYPICAl REAR WALL COlUMN TO BASE CONNECTIONS
<br />
<br />E) 9(1' CONNECTIONS
<br />
<br />SCALEI 1/4' = 1'-0'
<br />NOTE. SEE SECTION A-A FOR ANCHORING DETMLS
<br />
<br />DATE. 3-1-02
<br />
<br />C) TYPICAL RAfTIR/POST CONNECTIONS
<br />
<br />F) ROUND TUBING SIDE WALL CONNECTION +
<br />- -
<br />
<br />SCALE I 1/4'2,'-0-
<br />, ' ,- -~'-- --
<br />
<br />,-
<br />
<br />OPTIONS A, a, c. OR E
<br />
<br />OPTIONAL STEEL SIDING OR EQUAL
<br />
<br />, ,
<br />
<br />OPTIONS A, B. C, OR E
<br />~OPTION J
<br />
<br />/ .....-- OPTIONS 0, F. OR G
<br />./ (INSERT)
<br />
<br />1/2' TRUBOLT ANCHOR BlO.. T
<br />MINIMUM OF 2-1/4' IMBEDDED IN CONCRETE
<br />USE <I) '.,'lTHIN 4' Of" COlUMNS
<br />PULLOUT STRENGTH "' 5.384 PSI.
<br />SHEAR STRENGTH"' 6,9(1)0 PSI.
<br />
<br />.
<br />,
<br />
<br />OPTIONS A, a, C, OR E
<br />OPTIONAL STEEL SIDING OR EQUAL
<br />
<br />fILE I
<br />
<br />MASTER,DWG
<br />
<br />..
<br />,
<br />
<br />OPTIONAL STEEL SIDING OR EQUAL
<br />
<br />AS MANUFACTURED BY
<br />
<br />, ,
<br />
<br />. ~.
<br />'~:~~'-
<br />., I '
<br />~;~ -_=i1
<br />-- .~
<br />1
<br />
<br />I~
<br />
<br />4' MIN, CONC. SLAB , 3000 P.S 1.
<br />- 6' x 6' 10 GAUGE
<br />RUNFORCING WIRE MESH
<br />
<br />ORLANDO STEEL ENTERPRISES}
<br />13640 S.E, 31st AVENUE
<br />SUMMERFIELD, fLORIDA 34491
<br />1-800-222-3659
<br />
<br />INC.
<br />
<br />JO a.
<br />
<br />197-60
<br />
<br />1 '
<br />
<br />3 .
<br />
<br />~ I ~ OPTIONS A, a, c, OR E
<br />
<br />~.V .
<br />
<br />IF' STfJ.f WAlL IS OVER (4)' COURSES iT.
<br />~Rltk'ii~ ~tT~ ~NO THE Jr1r-'" --,,~=~c, "
<br />'I,; I. 1=11'
<br />fit- t I , I 1~
<br />13 REBAR VERTICAL@48'O.C,_ Jill ~: I 'c _____ COMPACTtD FILL
<br />wm-l A MiN, 6' HOOK iNTO FOOLING ----.I.c;1 " ""-; "'-
<br />AND AldiN, 24' HOOK INTO SU\B t ,._ _ :~ I I I '!II'
<br />
<br />8" CMU STEMWAll w/ AlL. CElLS :Ax~..! Ii , . : ir''''' ,
<br />ROOOEO AND CONCRETE FIUED -i ~~ -n. 1'1' "I!J;{lfol'h_
<br />IF STWWAlL IS LESS 1lW4 (3) N 8-'" 'fi.' j: . -~;'fI~r'=rr' -
<br />THREE COURSES niE FOOriNG - :, ,i I -!o.'II'
<br />I./lJST BE 2-STORY SIZE Ii f'l 11m.~~
<br />Ii .~~_~.II
<br />oJ ~ ~ 15 REBAR AROUNO PE.RlIdETtR
<br />-. e-:;.. ~ .--- c 2~' DATO~~~R~lNFORCING BAR
<br />
<br />-
<br />
<br />18"XI/2' ANCHOR BOLT
<br />
<br />..
<br />. OPTIONS ~ " c, OR ~ '
<br />
<br />
<br />
<br />1.25' MIN,- ~
<br />v .....
<br />
<br />",::",,:,~"1:
<br />I ",i
<br />.' ,! I, 'I"
<br />.~"f
<br />I I:
<br />J'-~
<br />
<br />SHF l '
<br />
<br />1
<br />
<br />A
<br />-"
<br />
<br />OPTIONS A, B, C OR E
<br />OPTIONAL STEEL SIDING OR EQUM.
<br />
<br />1/2' TRUBCL T ANCHOR BOL T
<br />OPTIONS A, B, C, OR E MINIMUM Of' 2-1/4' IMBEDDED iN CONCRETE
<br />'\ : ___ USE <P \,(Hl-HN 4' Of' C!:l.IJHNS
<br />La:~ PULLOUT STRENGTH'" 5,384 PS.l,
<br />125' MIN.-I ir- SHEAR STRENGTH" 6 900 P.S.l,
<br />~ ~\~ <I \ 4,t MIN. CONC. SLAB , 2'500 PSI,
<br />
<br />I iU I f::::jl '::fl ,j
<br />[f -:" \A " 4-6-
<br />6' x 6' 10 GAUGE REINH1~CING .....IRE MESH
<br />~ ~ 2- 15 REBAR CONTINUOUS
<br />
<br />- OPTION,) A, B, C, OR E
<br />r=lv- 1/2" BOLT AND WASHER
<br />~
<br />
<br />..-L~f,i~ _"*JJ..,~ 4' x 4' P.T. PINE
<br />. f.' I r ". (OPTIONAl)
<br />- 't:::
<br />
<br />:\'1[: ~S
<br />
<br />"
<br />
<br />16-
<br />
<br />NOTE.
<br />(ALTERNATE' rISER MESH CONe,
<br />IJITH NO RElNrORCING "tIRE MASH'>
<br />
<br />TIE-DO\JN ANCHORS 'STYLE CREST'
<br />MODEL No, 4&5060 <30.09' LONG)
<br />AT 70' a.c. MAX.
<br />MINIMUM EMBEDDED DEPTH SHALL BE 26'
<br />IN UNDISTURBED SOIL
<br />MINIMUM PULLOUT'" 2500 POUNDS
<br />
<br /><::V=P
<br />.-
<br />
<br />6" LONG. _____ (/
<br />14 REBAR
<br />(TYPICAl)
<br />
<br />.
<br />,
<br />
<br />OPTIONS A, B, C, OR E
<br />OPTIONAL STEEL SIDING OR EQUAL
<br />
<br />FERRARA
<br />200 W. WISCONSIN
<br />P.O. BOX 2948
<br />
<br />ENGINEERING) INC.
<br />AVENUE - DeLAND, FLORIDA 32720
<br />904-734-8792
<br />
<br />~~
<br />
<br />OPTION I
<br />
<br />OPTION II
<br />
<br />.~'-
<br />DIA.
<br />
<br />" .
<br />
<br />V
<br />
<br />14 REBARS -I--- ,
<br />(TYPICAL)
<br />
<br />~
<br />
<br />,I")
<br />
<br />(3) is REBAR FOR 2-STORY FOOTING
<br />BEND AS ABOVE
<br />
<br />1/2' TRUBOLT ANCHOR BOLT
<br />MINIMUM OF 2-1/4' IMBEDDED IN CONCRETE
<br />...------ USE (1) '.JlTHIN 4' or COLUMNS
<br />,.+J: PUlLOUT STRENGTH"' 5,384 P.S.I.
<br />125' MIN.'- ;;. SHEAR STRENGTH = 6,')00 PSI.
<br />
<br />....~ ~ 4.J 4 " /' EXISTING CONC SLAB
<br />
<br />DRAWING NOT VALID UNLESS EMBOSSED
<br />SEAL AND ORGINAL SIGNATURE
<br />APPROVED
<br />
<br />WITH EN'GINEER'S
<br />
<br />r/
<br />V
<br />(
<br />
<br />"
<br />
<br />I
<br />
<br />c"
<br />, 2" t-.v,x,
<br />2-S ORY
<br />
<br />4'"
<br />
<br />TUBING
<br />SCAlE: 3/4- oS "-0'
<br />
<br />V ARIA TIDNS
<br />
<br />AT
<br />
<br />SECTION
<br />
<br />A
<br />
<br />A
<br />
<br />--12'-
<br />
<br />'6'
<br />20' IMX.
<br />2-STORY
<br />
<br />SIGNATURE
<br />
<br />~
<br />
<br />FERRARA, ;l~ -
<br />
<br />....
<br />3-1-02
<br />
<br />I
<br />
<br />r
<br />(,
<br />
<br />OPTION III
<br />
<br />.
<br />
<br />..;
<br />
<br />DATE
<br />
<br />OPTION IV
<br />
<br />FOUNDATION OPTIONS
<br />(ANY OPTION MAY BE USED)
<br />
<br />OPTION V
<br />
<br />OPTION VI
<br />
<br />GERARD J.
<br />
<br />REG. FL. ENGINEE
<br />
<br />Nt '11 985
<br />
<br />(G.F.) FILE NAME: \DWG\ORLSTEEL\MASTER-2
<br />
<br />~,
<br />
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