HomeMy WebLinkAbout02-1253
/ ~ 1.53
BUilDING ElECTRIC;:Al P~ ~
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Property Owner: ~{/.,p-n?&..S (9. (! /0.h4tJ
Job Address: 5 ~ -:l.. 0 - J~::!! ,-;:S..7- '
Parcell.D.1I II-':;~-.~/- 00/0-. ~ 0.5//)/)- 0/10
BUILDING PERMIT
CITY OF ZEPHYRHILLS Permit N~
(813) 780-0020
1253
Date _ -1"- $0-0...2
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Zoning:
Descriotion of Work
FINAL
C.O.
-- 3,- CJ:L
DATE
NO OCCUPANCY BEFORE C.O.
Complete Plans. Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
. 0 () Permit Fee
Valuation or . ~ 0 .. - .....-.------
Contract Price""" ~) 1)00 C._ ignatur
_______ Company
City license Registration # _____ Address
St~~e Certified license#..--~ ~hon~ ~J6}-..s:-~~" ~7"~
Ci) b~;~ - :::0\
Inspector
BUilDING
El~CAl
----
PlUMSmG'
MEO::lAN1'CAL
-
Ftr. ,/ (y7_2i-'C ~ 1Z1.'f
Pre SlB ,/ f ~2-Y'O 2 (ZLf
lintel
FRM.
Insul. Cl
Wl
Breakers
Ducts Insl.
Compressor
Final
SlB
Tub Set
Water
Sewer
Final
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
Driveway
REINSPECTlON FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of twenty-five and 00/100 Dollars ($25.00) shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
CITY OF
ZEPHYRHILLS
"NOTICE"
OF ADDITION OR CORRECTION
BUILDING
DEPARTMENT
DO NOT REMOVE
ADDRESS
58'2'0
DATE
"ljl
/3
THIS JOB HAS NOT BEEN COMPLETED. T~e following additiqns or corrections shall be made before the job
will be accepted.
,
~G~
II il unlawful tor any Corpent.r, Contractor, Bulld.r, or olher pe~nl, 10
cover or cau.. 10 be coverecl. any part of Ihe work wllh flooring, lalh, earth
or olher material. unlll,h. proper Inlpeclor hal hod ampl. tlm. 10 approve
the Inslallatlon.
. AFTER CORRECTION RE N\ADE CALL
7 PECTION
OFFICE HOURS 8 - 5 MON.-FRI.
INSPECTOR
aWNER
CITY OF ZEPIIYRlU.LJ.S BUI.LD.IHG DEPARTHBHT
/hVAJ &-5" 11., aVR~ /vi
~c2.o ;g:c.Jf S7 2&~~L~/, ~~
L..
//-:26 - :21- de)!O.- ~ /()O - a/I 0
JaB LOCATION
PARCEL I.D.'"
SIIOW ALL UISTING & PROPOSED STRUC'l"URES G.l V.lNG DIHBHSIORS & SETBACKS.
. 'Ft
[0 .~
(l;i\vl~
't- -:t
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UTILITY BUILDINGS
MUST SHaw SIZE &
FOUNDATION INFaR-
MATION.
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IJ-fflLcvt;u
./.) '-,1 ~j)
rP'-
i AJ lLji..(srhu) S
/0 '-fo i ftC Ll~ 5S ell.
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).;;71 V
(NaTE EXAMPLES 1 & 2)
FRaNT PRaPERTY LINB
;1- .;}/5
STRss'r /?77Por;
1. SETBACKS FaR Rl, R2 ZONING
60'
10'
p E-
R X
a I
10' p S .. 10'
0. T
S I
E N
D G
20'
2. SETBACKS FOR R3 ZONING
60'
1 0'
,-:--
10' :
10' EXISTING 10'
1 0
PROI?OSBD
20'SGL FAH 30' DUPLEX
nOHr PROPERTY LllIE
nO1ft' PROPBR"l'Y LDIB
I.
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FERRARA ENGINEERING, INC.
PLANNERS. CONSULTING. STRUCTURAL. ENVIRONMENTAL. TESTING
200 W. WISCONSIN AVENUE. DELAND, FLORIDA 32720 . PHONE (386) 734-8792 . FAX (386) 734-8692
GERARD J. FERRARA, P.E.
PRESIDENT
April 1 , 2002
Mike Martin
Orlando Steel Enterprises, Inc,
13640 S. E. 1&t. Avenue
Summerfield, FL 34491
RE: Master Plan for Garage and Carport Details- 120mph
Orlando Steel Enterprises, Inc., Bldg, #91/96
To Whom It May Concern:
The information requested for the above mentioned subject is as follows:
ADDENDUM
1. Basic wind speed...............,................... ...Fastest mile = 100 mph
(3 second gust 120 mph)
2, Wind importance factor (1) building factor..,.....0.87
3. Wind exposure............,.,..,...............,." ....B
4, Applicable internal pressure...,......,.........". ..Open = 0, Enclosed = 0,18
and Partially Enclosed = 0.55
5. Components and cladding.,..",.".".,...."...." .43.33 p.s.f. Open and Enclosed
Please note: This information will be included in the future master plans for Orlando
Steel Enterprises, Inc.
Please do not hesitate to call me if you have any questions.
Gerard J. Ferrara, P,E.
President
GJf/vv
file: orIsteeI.mmartin addmdum 12~ 04 01 02
EXECUTIVE OFFICES: 200 WEST WISCONSIN AVENUE, DELAND, FLORIDA
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DBPARTMENT 5335 8th STRBBT ZBPHYRBILLS, PL 33540
Phone:813-7BO-0020 Pax:813-7BO-0021
DATB RBCBIVED 5"- 3"'- 0 ::2....
PLANS REVIEW PBB
OWNER'S NAME
'//7~M-1S ..13, eIJ41~F.N
SgdlJ /32ZY S-;-: 7r~#Y~#/LLS _~. .3..5S~tJ
~
PHONE CONTACT
JOB SITE ADDRESS
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL ID #
1/-:1.6 ~ cZ / - CJ(J /d --45'/00- (jIlt) (OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: ~NEW CONSTRUCTION
o ADDITION
o ALTERATION
o REPAIR
o INSTALL
DSIGN
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
DMULTI - FAMILY
0# OF UNITS
o MOBILE HOME
o COMMERCIAL
o INDUSTRIAL
o SWIMMING POOL
...esJ OTHER
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK
~7"6"E'- d/}~RG E
:26' Jv ><.,:2. ~ ~ X /'I H SQUARE FOOTAGE
t:7.A/ CtFMi5# '7 SC/)..t5
~~~5
HEIGHT Ltf,c-r
BUILDING SIZE
RESIDENTIAL:
COMMERCIAL:
.
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
o BUILDING
80 0 - ~ PERMITS REQUESTED
~
$ , VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL
AMP SERVICE
o FLORIDA POWER
o W.R.E.C.
o PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL
INSTALLATION
(:z /0/ 55<( ..-J'f/Yj'
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
1&1 STEEL
o OTHER
FINISHED FLOOR ELEVATIONS 6~()/J}/f) LJ;Vet..- IS PROJECT IN FLOOD ZONE AREAO YES KI NO
BUILDBR
SIGNATURE
cYrf~~v<~. t3..L/v11'2
-'
******************************************************************
BLBCTRICIAN
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
PLUMBBR
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
MECHANICAL
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHBR
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The. undersigned understands that this permit may be subject to ~deed restrictions" which
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the ~Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the ~owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the ~owner" prior to commencement.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone "A" or "A,etc.", it is
understood that a drainage plan addressing a "compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical cedes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A ~NOTICE OF COMMENCEMENT".
SIGNATURE: OWNER OR AGENT
SIGNATURE: CONTRACTOR
acknowledged
, 1!L-
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____day of
by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____ day of
by
acknowledged
19
(name of person acknowledged)
Owho is personally known to me, or
(name of person acknowledged)
[1ho is personally known to me, or
of identification)
take an oath.
D who has produced
(type of identification)
and who Ddid [):lid not take an oath
D who has produced
(type
and whoD did Ddid not
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
t
(I)
151'-0' MAX.
II< * J
1
- --------------~-
o J I 0 I III
- ------ -- ---~
(H) / (A,B,C,D,E..f",OR G>
\'(IOTH~ B~T\'(EEN 25'-1' TO 40'~ OOVau:O AT 2S'-,' TO 40'-0'
MAXIMUM (A,B,C,D,E,f', OR G)
(KA ["\ ["\ f\. ^7 II
~ r'\'---J\ GABlE END
CONNECTION DETAIL C OR F \# / KOPTIONAL>
S' INSERT K ~
(0, F, OR G) ~ CONNECTION
( (J) RAFTER SECURED TO COLUMN DETAIL D
SIDING OPTIONAL (
SECURED SAME
AS ROOf' "---c:
(
x
~
x
NOT~S
" ALL CONCRETE WORK SHAll BE MIN. 2.500 P,S.t. AT 28 DAYS,
2, MINIMUM SOil BEARING SHALL BE 2,500 P,S.F,
3, ALL CONSTRUCTION SHAlL BE PROVIDED IN ACCORDANCE WlfH
THE f1.0RlOABUILOING CODE, LATfST EDtTlON.
OSHA, AJSC CODES ANO ALL APPUCABLE LOCAL REQUIREMENTS,
)0
CONNECTION
DETAIL D
NO SCRE\,(S REQUIR~ED IN C~ORNERS (TYPICAl) f\ f\ f\ ["\ 1\ ^ r\r\ ~
["\A~~ ~
XII II' ~~~
1/ ~
~ L
r..
GENERAL
NOTES
SEE OPTION DETAILS ~
~ <I, II, III, IV, V, OR VI> ~
~J-------------~I--:------------- ~ r---------------I~I---------------I~I-----
- - - - --- - -- ~ - -s--- - - -- - ------- -~--- ---~ - -
(A OR C)
4' MAXIMUM \
_____: t________________
~ ~
~ i
A ~
~ A
~ ~
W
.... ;.
~ ~
... ;.
;. J:
~
~ 5
;. &
I ~
. 7
7 ~
~
- < ~- ----------
.....ELDED INSERTS
(D, F, OR G)
.
<>
I
r..
(
]
(
J
~
w
i
>
lOCATtD ON THE fRONT. BACK OR EITHER SIDE
OPTIONAL
DOORS
3& "X80' OR
4a"X80'
o FRONT, BACK
OR EITHER
StDE
~)
=)
= t3
=) :x
= ~
=)
=:
=)
=
=)
=
-,
X
<t
X
DESIGN LOADINGS
DEAD LOAD ~ 5 PSF,
LM: LOAD ~ 20 PSF,
WINO LOAD ~ FORCES FROM
'20 !,4,P,H,
~~\tS\
NOTICE
. Orlando Steel Enterprises. Inc,
authOrizes use of this plan at the following location"
. ~ny attempt to use this plan at any other location Is
prohIbited and approval should be denied by the building depL
A~~.~fuJO ~ qrt( P- <vet
.df1[JnJrr0, A , (i?1J/O
,
Date: LJ I Q)q I 6!)
~
f
~
~~
(F=
F=
(~
~
(F=
/
3O"X30-
WINDOWS
OPTIONAL
FT. RR.
OR SIDE
=
=
=
=
=
=
OPTIONAL ROLL-UP DOORS
~
I
o
N
(
1/
THESE PlANS ARE IN COMPUANCE WITH THE
2001 flORIDA BUILDING CODE ANO THE
ASCE 7-98 WINO ZONES,
II
I
- -1 1/4'
FRONT
CARPORT
Silt TO
m WINDOW 1
=- :to
WINDOW DETAIL
25'-0' MAXIMUM .....IDTH '.JlTHOUT .....ELDED SUPPORT
25'-1' TO 40'-0' MAXIMUM .....IDTH .....ITH .....ELDED SUPPORT
FRONT ELEV A TIDf\J
(SHOPPORT '.lITH SIDING)
SCALE. 1/4' ::: 1'-0'
NOTE. SEE SECTION A-A rOR ANCHORING DETAILS
J
NOTE ON ROOF SECTION
BENT PIPE FRAME AT 60' D.C. OR LESS COVERED BY 29 GA. CORRUGATED STEEL.
(SHEETING TO BE CONTINUOUS OVER THREE OR MORE SUPPORTS)
.
25'-0' MAXIMUM .....lDTH .....lTHOUT .....ELDED SUPPORT
25'-1' TO 40'-0' MAXIMUM \'(lOTH \'(lTH .....ELDED SUPPORT
/Il~
/ INDICA TES ANCHOR BOLT OR
STEEL CCLUHN, MAX. SPACING ""EDGE ANCHOR PLACEMENT
AT 60' C,C.
fif~----- --------r~---------------[~J---------------~J----------------~~J----~ -----i~~,-----------~::J~--------------~
~--------------~~----------------~ -- - --- --~ -- - - -ro- --- - --.....;;;0 - -- -/ -------------~~
6' TYPICAL SEE DETAILS
(I, II, Ill. IV, V, OR VI)
SECTION
I
NOTE: mY OR ALL VARIATIONS CAN BE USED. CARPORT STYlE, ENClOSED GARAGE
STYlE ANO GARAGE SmE MTHOUT FRONT SECTION,
I '
I
I
I
I
I
I
: V8EAR CONNECTION A
i (TYPlCAl)
I
I
I
I
I
1
(, 0
t.:l
Z
'Z
~
a
X
~
x
.....IDTHS BET\'(EEN 25'-1' TO 40,~(H) \,\
MAXIMUM - (A,B,C,D.E.F, OR G)
(1<)
CONNECTION DETAIL C OR F~ ~~~
-~'
("; i~sg~l 10\ i..ECTlllN
~ (J) DETAIL E
RAFTER S URED TO COLUMN ~
SIDING OPTIONAl z
~~D~ ( ~
AS ROOF '---- 60' MAX. _ 40'-0' MAX, OPENING a
( 30' -0' IMX. CAAN;E DOOR OPENING ~
( ~
5 / (J) COLUMN 'ECURED TO 'ME i \
a' INSERT (X
(0, F, OR G) \ ,J, \
CONNECTION DETAIL B OR F ----./'--. \XlST. OPTIONAl CONCRETE SLAB./ OPTIONAl DOOR 36'X80' OR 48'x80:} J
OPTIONAL ROLL-UP DOOR, LOCATED ON FRONT BACK
SEE OPTION DETAILS LOCATED ON FRONT, REAR, OR EITHER SIDE OR EITHER SIDE' ,
(I, II, III, r{, V, OR VI)
25'-0' MAXIMUM \,(lOTH \JITHOUT .....ELDED SUPPORT
.
25'-1' TO 40'-0' MAXIMUM \'(HHH .....lTH .....ELDED SUPPORT
FRONT SECTION
('.lITH SIDING)
SCALE. 1/4' = 1'-0'
NOTE' SEE SECTION A-A FOR ANCHORING DETAILS
ROOF "'"
(H) 12X'" TEK SCREWS (W.)
l?\1~1
: \.: :
(I) 14X78' rEK SCREWS
I---~EWS (TYP.)
l\ II -\ II
(I)
SCALE. 1/4" = 1'-0'
"'OTE. SEE SECTION A-A FOR ANCHORING DETAILS
COLUMN
PLAN
CARPORT
/ (A,B.C,D,E,F',OR G>
/ DOUBtED AT 2~'-" TO 40'-0'
~
~
\.... ~CONNECTI~
DETAIL D
C~fT~o;;A .
Vi
( P<: ~---------'Tl
I 60' MAX. '-J
.. I i
I I
I
I
I
I
I
J
I
I
,
I
I
I
I
I
I
I
I
1
I
.
o
l....
'0
,
.
.
.
AND
STUD
FOR
>SI
~
.
.
?I
r..
6"-
--6"
"
"
II
II
II
,)
-(--
J
ElEVATION
SCREW PATTERN
SCALE. 1/2' = 1'-0'
151'-0' MAX.
.. HAXI_\ 1
_____: t________________ ~______________ ~ _.
..~ II< . I Ile1. 1 ( 0
--[- ~El~:-INSE~I:~------ -------1 ~
(D,F.ORG) ~! I
'(, 0 )
I~
D
D ~
~
D ~
D
[)
X
~
f
~
SIDING
SEE OPTION DETAILS
<I, 11, Ill, IV. V, OR VI>
IG>
---------------- - ----------------~-----
o - r . I' 11<10 I
'\
(I) 14X78' TEl< SCREWS - 4 3'
/lAP SCREWS (TYP.)
(H) 12Xl" TEK SCREWS (TYP.) - , :+
9..........t
NO SCRE\,(S REQUIRED IN UPPER CORNERS b -( - -
SEE NOTE AT FRONT ELEVATION ..,
SECTION - SCR[W PATTERN
~~
~~
~g
~~
~~
""' ...
) ;.
x
i!~
A'"
.....;.
;) ~
i...
""'l
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.. ~
f')
(IJ
f'l :-I-----------:-~I----------------
: " ,..... ---- ---- - ~ - -- --- - - --
J
.
I
,
I
': -........
~ (A OR C) ,
I
,
I
I
I
4'x4' P.T.
SEE: DET AlL
(OPTIONAl)
- - ----- ---- --........ - ---
LG>
(I)
I 1/"~~"" "",=I~",. "",=I~",. "",=1~",. ""'~ -",' "",~I
~ 0'-0' TO 15"-0"
SIDE ELEVATION
(SHOPPORT '..lITH SIDING)
SCALE. 1/4' = 1'-0'
NOTE' SEE SECTION A-A rDR ANCHORING DETAILS
OPTIONS
CHART
~ 0
I~
I
I
1
I
I
,
I
I
I
I
,
I
,
I..
~. MAX,
~
A
8
= OR > 2"SO. TO 2.5"SO, X 14 GA. TUBING
YIELD 50,000 P.S.I. TENSILE 55,000 P.S.1.
= OR > 2"ROUND TO 2.5"ROUND X 14 GA. TUBING
YIELD 50,000 P.S.1. TENSILE' 55.000 P,S,I,
-- OR > 2"X3" TO 2"X4" RECTANCLE X 14 GA. TUBING
YIELD 50,000 P.S,1. TENSILE 55.000 P.S,1.
= OR > 1.75"SO. TO 2.25"SO. X 14 GA. TUBING
YIELD 50,000 P.S.1. TENSILE 55.000 P.S.1.
= OR > 2.25"SO. X 15 GA. TUBING
YIELD 65.000 P.S.1. TENSILE 70.000 P.S.1.
= OR > 1,75"ROUND TO 2.375"ROUND X 14 GA. TUBING
YIELD 50,000 P.S,1. TENSILE 55.000 P.S.1.
= OR > 1.75"X3.75" RECTANGLE X 14 GA. TUBING
YIELD 50,000 P.S,1. TENSILE 55.000 P.S,1.
= OR > 12X1" TEK SCREW
TENSILE 2,778LBS. / SHEAR 2,OOOLBS.
= OR > 14X7/8" TEK SCREW / LAP SCREW
TENSILE 3,850LBS. / SHEAR 2,OOOLBS.
= OR > 14X1 1/4" TEK SCREW / LAP SCREW
TENSILE 3,850LBS. / SHEAR 2,600LBS.
= OR > 29 GA. STEEL ROOF TO MEET SBCCI CODE
c
(H)
FRONT CONNECTION A
(TYPICAl)
.
<>
I
~ 'JIDTHS BET\iEEN 25'-1. TO 40'
II MAXIMUM - (A,B.C,D,ef'. OR G>
(I() ~
a' INSERT - /~
(0, F, OR G)
(J) RAFTER SECURED TO COLUMN
(I)
D
~~
I ~'
! ~~E~~, Cc~.U':'X,MAX. SPACING /~:~T~~A~~N~ ""-(: ojl
: t~
I I
I I
. I
I I
I '- , _ ______ ... ~________________ ~______________ ,....,J
: ~ -:-I-h-----------I.~I-----h--------i,~,------------U-jn-" r--u------------'7J-----~ 11<] ) -- II< 0 1 ( 0
~'W'" -- - - - -~ - -- - - ~ ----- - -- -......... ----- -- - --('" - -- - - - --- - - ---'~ - --------- "'C.;;;
(A.S,C,D,E,F ,OR G)
~ AT ,.'-,' ,. ""-0'
-- -
--------
~J~ I~
~
F
SCREW (J) ~
00
TIE 0
?\.ATE (L) 0
00
~'"
V COlUMN
{[r
/"\
{ l
~
(
(
(
'JIDTHS BET.....EEN 25'-1' TO 40' ~j\
MAXIMUM - (A,B,C,D.E.F, OR G)
(,) (H) r\ r\ A-D
(/ 1
a' INSERT -( ~ :
(0, F. OR G) J'
~ ~ l' J' (J) RAFTER SECURED TO COLUMN
~ ~ 1\ J" I \ ,- ""
(~ ~ I3X1/2X5 '/2 BOLT
( "--- (A, B, C. OR E)
E
------------
CIJNNE C TION -,,'0
DETAIL D ' ~
"
<>
I
r..
G
5'-0'
5'-0'
X
~
H
COLUMN
PLAN
GARAGE
DR
SIDING OPTIONAl.
SECURED SAME (
AS ROOF' '----
(
(
~ -;{ (J) COLUMN SECURED TO BASE
CONNECTION DETAIL B OR F~./
SC~R~ (~~~[r1E TE (L) (~, ~~S~:TG) f
., ;, ~ ~ "r\~'XlST' OPTIONAL CONCRETE SLAB ./'
r/ SEE OPTION DETAILS
1 SCREW (J) (I, II, Ill, rv, v OR VI)
25'-0' MAXIMUM .....lDTH .....lTHOUT '.,'ELDED SUPPORT
~I,./' · 25'-1' TO 40'-0' MAXIMUM \'(IDTH .....lTlH .....ELDED SUPPORT
5'-0'
5'-0'
b
D ~
l..I
) ~
)
)
~
I
b
N
(A.B,C,D,E,F,G)
6' TYPICAl
AND
STUD
FOR
ENCLOSURE
r---
SCALE. 1/2' ::: 1'-0'
CARPORT AlTACHMENT
MATERIAL AND CONSTRUCTION
THE SAME AS MASTER PLAN
'0 ':'"
~~
- ........
J
PLANS
8--:'
N~
.,.........
'-......1,./'
f?r
~
CONNECTION DETAIL A
J
25,00'
(IMX.)
/ (,) COLeHN SECURED TO 'ASE , .
V ~ SEE OPTION DETAILS
(I, II, III, r{. V, OR VI)
I 1
K
BASE
'" Jl}:: WSfRT RHrrR ~ SCREW (Jl
",)l:(t) l[[
1 SCR[W (J) ,("~ PlATE (l)
3 SCREWS (J) I........V
~ ~ -- a" INSERT
BASE5~b;'/ COlUMN
l SCREWS (J)d' "- I,./'
L
= OR > 20 GA. GALVANIZED TP15 TIE PLATE 1
OR SIMPSON STRONG TIE A-21
13/16"X5'
'-......v
I
1 1/4'-11-
/'
EXIST. OPTIONAL CONCRETE SLAB./
COLUMN AND/OR RAfTER (F, B)
WElD[O ROUNO TUBING
CONNECTIONS
a)' TYPICAl COlUMN TO
BASE SlOE CONNECTIONS
BASE (A, C, 0, OR G)
REAR SECTION
<\-11TH SIDING)
SCALE. 1/4' ::: 1'-0'
NOTE. SEE SECTION A-A FOR ANCHORINlG DErAILS
CARPORT
ADDITION
MASTER PLAN
GAF~AGE AND CARPORT DETAILS
PLOT TIME . 10:00
INSlDf
D) 90' CONNECTIONS
A) TYPICAl REAR WALL COlUMN TO BASE CONNECTIONS
E) 9(1' CONNECTIONS
SCALEI 1/4' = 1'-0'
NOTE. SEE SECTION A-A FOR ANCHORING DETMLS
DATE. 3-1-02
C) TYPICAL RAfTIR/POST CONNECTIONS
F) ROUND TUBING SIDE WALL CONNECTION +
- -
SCALE I 1/4'2,'-0-
, ' ,- -~'-- --
,-
OPTIONS A, a, c. OR E
OPTIONAL STEEL SIDING OR EQUAL
, ,
OPTIONS A, B. C, OR E
~OPTION J
/ .....-- OPTIONS 0, F. OR G
./ (INSERT)
1/2' TRUBOLT ANCHOR BlO.. T
MINIMUM OF 2-1/4' IMBEDDED IN CONCRETE
USE <I) '.,'lTHIN 4' Of" COlUMNS
PULLOUT STRENGTH "' 5.384 PSI.
SHEAR STRENGTH"' 6,9(1)0 PSI.
.
,
OPTIONS A, a, C, OR E
OPTIONAL STEEL SIDING OR EQUAL
fILE I
MASTER,DWG
..
,
OPTIONAL STEEL SIDING OR EQUAL
AS MANUFACTURED BY
, ,
. ~.
'~:~~'-
., I '
~;~ -_=i1
-- .~
1
I~
4' MIN, CONC. SLAB , 3000 P.S 1.
- 6' x 6' 10 GAUGE
RUNFORCING WIRE MESH
ORLANDO STEEL ENTERPRISES}
13640 S.E, 31st AVENUE
SUMMERFIELD, fLORIDA 34491
1-800-222-3659
INC.
JO a.
197-60
1 '
3 .
~ I ~ OPTIONS A, a, c, OR E
~.V .
IF' STfJ.f WAlL IS OVER (4)' COURSES iT.
~Rltk'ii~ ~tT~ ~NO THE Jr1r-'" --,,~=~c, "
'I,; I. 1=11'
fit- t I , I 1~
13 REBAR VERTICAL@48'O.C,_ Jill ~: I 'c _____ COMPACTtD FILL
wm-l A MiN, 6' HOOK iNTO FOOLING ----.I.c;1 " ""-; "'-
AND AldiN, 24' HOOK INTO SU\B t ,._ _ :~ I I I '!II'
8" CMU STEMWAll w/ AlL. CElLS :Ax~..! Ii , . : ir''''' ,
ROOOEO AND CONCRETE FIUED -i ~~ -n. 1'1' "I!J;{lfol'h_
IF STWWAlL IS LESS 1lW4 (3) N 8-'" 'fi.' j: . -~;'fI~r'=rr' -
THREE COURSES niE FOOriNG - :, ,i I -!o.'II'
I./lJST BE 2-STORY SIZE Ii f'l 11m.~~
Ii .~~_~.II
oJ ~ ~ 15 REBAR AROUNO PE.RlIdETtR
-. e-:;.. ~ .--- c 2~' DATO~~~R~lNFORCING BAR
-
18"XI/2' ANCHOR BOLT
..
. OPTIONS ~ " c, OR ~ '
1.25' MIN,- ~
v .....
",::",,:,~"1:
I ",i
.' ,! I, 'I"
.~"f
I I:
J'-~
SHF l '
1
A
-"
OPTIONS A, B, C OR E
OPTIONAL STEEL SIDING OR EQUM.
1/2' TRUBCL T ANCHOR BOL T
OPTIONS A, B, C, OR E MINIMUM Of' 2-1/4' IMBEDDED iN CONCRETE
'\ : ___ USE <P \,(Hl-HN 4' Of' C!:l.IJHNS
La:~ PULLOUT STRENGTH'" 5,384 PS.l,
125' MIN.-I ir- SHEAR STRENGTH" 6 900 P.S.l,
~ ~\~ <I \ 4,t MIN. CONC. SLAB , 2'500 PSI,
I iU I f::::jl '::fl ,j
[f -:" \A " 4-6-
6' x 6' 10 GAUGE REINH1~CING .....IRE MESH
~ ~ 2- 15 REBAR CONTINUOUS
- OPTION,) A, B, C, OR E
r=lv- 1/2" BOLT AND WASHER
~
..-L~f,i~ _"*JJ..,~ 4' x 4' P.T. PINE
. f.' I r ". (OPTIONAl)
- 't:::
:\'1[: ~S
"
16-
NOTE.
(ALTERNATE' rISER MESH CONe,
IJITH NO RElNrORCING "tIRE MASH'>
TIE-DO\JN ANCHORS 'STYLE CREST'
MODEL No, 4&5060 <30.09' LONG)
AT 70' a.c. MAX.
MINIMUM EMBEDDED DEPTH SHALL BE 26'
IN UNDISTURBED SOIL
MINIMUM PULLOUT'" 2500 POUNDS
<::V=P
.-
6" LONG. _____ (/
14 REBAR
(TYPICAl)
.
,
OPTIONS A, B, C, OR E
OPTIONAL STEEL SIDING OR EQUAL
FERRARA
200 W. WISCONSIN
P.O. BOX 2948
ENGINEERING) INC.
AVENUE - DeLAND, FLORIDA 32720
904-734-8792
~~
OPTION I
OPTION II
.~'-
DIA.
" .
V
14 REBARS -I--- ,
(TYPICAL)
~
,I")
(3) is REBAR FOR 2-STORY FOOTING
BEND AS ABOVE
1/2' TRUBOLT ANCHOR BOLT
MINIMUM OF 2-1/4' IMBEDDED IN CONCRETE
...------ USE (1) '.JlTHIN 4' or COLUMNS
,.+J: PUlLOUT STRENGTH"' 5,384 P.S.I.
125' MIN.'- ;;. SHEAR STRENGTH = 6,')00 PSI.
....~ ~ 4.J 4 " /' EXISTING CONC SLAB
DRAWING NOT VALID UNLESS EMBOSSED
SEAL AND ORGINAL SIGNATURE
APPROVED
WITH EN'GINEER'S
r/
V
(
"
I
c"
, 2" t-.v,x,
2-S ORY
4'"
TUBING
SCAlE: 3/4- oS "-0'
V ARIA TIDNS
AT
SECTION
A
A
--12'-
'6'
20' IMX.
2-STORY
SIGNATURE
~
FERRARA, ;l~ -
....
3-1-02
I
r
(,
OPTION III
.
..;
DATE
OPTION IV
FOUNDATION OPTIONS
(ANY OPTION MAY BE USED)
OPTION V
OPTION VI
GERARD J.
REG. FL. ENGINEE
Nt '11 985
(G.F.) FILE NAME: \DWG\ORLSTEEL\MASTER-2
~,