HomeMy WebLinkAboutSUBMITTED PAPERSc
Date: ~ Fee Due: UT Receipt# _ Permit # c7
Planning & Development Services
Building & Code Regulations Division Al ft
OUNTY 2300 Virginia Ave. Q Y
0 ` Fort Pierce, FL 34982 sl ktici
v,W..a: ,.. : m (772)462-1553 @ COUnfV
SPECIALTY PERMIT APPLICATION
❑ Electrical ❑ Plumbing ❑ HVAC ❑ Fence
BI/Shed ❑ Demolition ❑ Gas ❑ Siding
Seepage 2 for instructions and additional paperwork required for specialty permits
1. Location/Site Address: / /v' ��°'� � '�',
2. Parcel ID Number: / ` Pei 1 ' ®0 0� 3" a-0 e ' c_5'
Office Use
Only
Section
Township
Range
Map Page
Zoning
Land Use
Initials
J
K5 1\
I & -
I
3. Complete Description of Project or Work:
SAO Zo C A -Aed 4-1--
4. Owners Informatioon' 5. Contractors Information
Name: i9k,�%�1� �%1'e e Al FL Reg/Cert #:
Address: ��01��' County Cert#:
City: & - State: Business Name:
Zip: 4/pT' Phone: 7 �"Sr�2y9 Phone:
6. Value of Construction: $ �y
M=
�X
= rti xr
rrF co
OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will b Ifi
compliance with all applicable laws regulating construction and zoning. a'n
rV O
m O 0?
PRINT OWNER OR CONTRACTOR NAME 89110NNATURE OF OWNER OR CONTRAC O a
STATE OF FLORIDA, COUNTY O
ACKNOWLEDGED BEFORE ME THIS DAY OF 20� BY
WHO IS PERSONALLY -KNOWN TO ME OR
AS
OF NO'1,YRY - " —' ' U ( / TYPE OR PRINT
COMMISSION NUMBER
NOTICE TO OWNER: 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.
EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER $7500.00
Revised 04/26/2010
NOTICE TO OWNER: FAILURR RECORD A NOTICE OF COMMENCEMENT; Y RESULT IN YOUR PAYING -TWICE FOR
IMPROVI- -iNTS TO YOUR' PROPERTY. IF YOU INTE:',:�_TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER $5,000.
INSTRUCTIONS
Please complete all'information in the space provided. All information must be printed (use black or blue ink
only) or typed. This+permit application is to be used only for those activities that are not otherwise included
und building pernift. This application may not be used for any activity that innhides qtnicti a]
alteration. The information to be provided with this application includes:
1. Location/Site Address
Indicate the street address or general location of
property where the building activity is taking place.
2. Parcel ID Number
Indicate the tax identification number of the
property where the building activity is taking place.
3. Description of Project or Work Activity
Fully describe the activity to take place.
4. Owner Information
Indicate the name and address of the owner of the
property on which activity is taking place.
5. Contractor Information
Indicate the State of Florida registration number (if
applicable), St. Lucie County contractor license
number and the name of the business doing the
work.
6. Value of Construction
Indicate the total value of the work to take place.
Total cost of construction includes all current retail
material and labor costs associated with the
building/construction activity. Construction value is
used, to. determine the permit fee. St. Lucie County
reserves the right to question and/or modify the
indicated value of construction if it is demonstrated
that the submitted figures are not consistent with
similar types of construction.
❑ Gas Attach 2 piping schematics with -tank size, location, and BTU of each appliance
❑ Shed: Attach 2 plot plans, 2 copies of DCA letter and 'plans, 2 `anchor specifications
❑ Fence Attach 2 plot plans showing location of fence height of fence and type of fence
❑ Siding Attach 2 copies of manufactures, specifications
❑ HVAC Attach 2 residential energy studies, 2 manual J calculations. 2 sets of duct layouts for
new system or full replacement
This application can be submitted to St. Lucie County Building and Zoning, 2300 Virginia Avenue, Fort Pierce,
FL 34982. All permit applications must be filled out completely before submission. No applications will be
accepted for processing after 4:30 P.M. For assistance. in completing this application, please call (772)
462=1353, during regu ar off ice-lioufs (8 00 "_= 5.00 PM),1 londay through--Friday:..------
NOTE. Emergency electric service change out inspections will not be performed after 3:00 PM without
special arrangements and additional fee paid.
Upon issuance of this permit, required inspections can be scheduled by, calling (772) 462-1261.
St. Lucie .County -"
Building & Zoning Department
2300 Virginia Avenue
Fort Pierce, Florida 34982
(772)462-1553
OWNER/BUILDER.AFFIDAVIT DISCLOSURE STATEMENT
F.S. 489.103 (7) EXEMPTIONS
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even
though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You
may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of
under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially
improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within
one year after the construction is complete, the law will presume that you built or substantially improved it for sale
or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or
to supervise people working on your building; it is your responsibility to make sure that people employed by you
have licenses .required by state law and by county or municipal licensing ordinances. You may not delegate the
responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done.
Any person working on your building who is not licensed must work under your direct supervision and must be
employed by you, which means that `you_ must deduct F.I.C.A. and withholding tax and provide workers'
compensation for that employee, all as prescribed by law. Your construction must comply with all appli b}��aws,
ordinances, building codes, and zoning regulations. Initial,[(
I understand that the building official and inspectors are not there to design or give advice on ho tweet
the minimum code. Initial F GVe
I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled
in a civil court with the advice of an attorney. This department will not mitigate any contract disputes.
Initial Qa
I understand that if I compensate any person or company for work performed they are required to be
licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and ha le A
the
cost of the license. Initial
I understand that if any person that is unlicensed and uninsured gets injured on my construction project -
they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and relatedical
cost, which could include loss of wages during recovery from their injury. Initial
To qualify for this exemption under this subsection, an owner must personally appear and sign the building
permit application and initial the above.
I hereby acknowledge that I have read and understand the above disclosure statement and that I further
understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and
Z Depa t to the Florida St to Department of Professional Regulation.. Signed and acknowledged on this
day o ) of 20
.4 e.
./ f WCX�jV
wnerBuilder Signature
.7
STATE OF FLORID a
COUNTY OF vt✓L t�`
The f egoing ' trument was knowledged efore me this day of , 204 ° , � o z
by ho is personally kno to me, or who has X c
pro uced as iden ' tion. _ 0 o f
0.
Signature of NotaryTyfe or PriAYSTame of Notary (Seal)
Title: Notary Public Commission Number o
N
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772)462-1553
FILLED LANDS AFFIDAVIT
I, the undersigned, am the owner of the following described property,
Z
(Parcel Id#/Legal description/Ad uses
for which I have applied to St. Lucie County for a Final Development Permit. In
accepting this Final Development Permit, BP Number , I acknowledge
that as owner of the above described property, and in accordance with Section
7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring
adequate drainage so that the immediate community WILL NOT be adversely affected.
I further acknowledge that in granting this permit for the development of this property,
St. Lucie County is neither obliged nor liable to provide for, or maintain in any form,
adequate drainage off my property which will not adversely affect the immediate
community.
Property Owner Name (Please Print)
Property Owner Signature Date
STATE OF FLORIDA, COUNTY OF
ACKNOWLEDGED BEFORE ME HIS —y DAY O01
BY ( X1 e PWHO IS PE C
%.—. -, Im
PRODUCED
9`
IGNAT E O OTARY PUBLIC E OR
COMMISSION NUMBER
SLCPDSD Revised 08/24/2010
Y KNOWN TO ME
20 4 — ,
OR WHO HAS
AS IDENTIFICATION.
(SEAL)
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10111213141514
17 13 19 23 21 22 23
24, 25 24 27 23 29 30
Friday, Jun 08, 2012 04:27 PM
Property Appraiser - St.Lucie "
inty, FL
Page 1 of 1
PROPERTY RECORD CARD
Early Green Jr Record: 1 of 1
«Prev Next» Spec.Assmnt
Taxes Exemptions Permits Home Print
Property Identification
\,UCIE c�G
0&
Site Address: 2219 N 43rd St
ParcellD: 431-801-0063-000-5 y "
Secrfown/Range: 31 :34S :40E
Account #: 10788
z. .
Map ID:
Land Use: SF Res
City/Cnty: St Lucie County
•�
'
RS-4
Zoning: RS-4
Ownership and Mailing
Legal Description
Owner: Early Green Jr
HARMONY HEIGHTS NO
4 BLK 7 LOTS 20 AND 21 (OR 282-2248)
Address: 2219 N 43rd St
Fort Pierce FL 34946-1519
Sales Information
Assessment 2011 Final
Total Land and Building
Date Price Code
Deed
Book/Page 2011 Final: 42600
Land Value: 10200 Acres: 0.36
2/1/1978 26000 00
CV
0282 / 2248 Assessed: 42600
Building Value: 32400
5/1/1973 19100 00
CV
0214 / 2814 Ag.Credit: 0
Finished Area: 1316 SgFt
Exempt: 25000
Taxable: 17600
Taxes: 358.07
BUILDING INFORMATION
Exterior Features
View:
-
RoofCover:
SA - Asph Shingle
RoofStruct:
GA - Gable
ExtType:
HD -HD
YearBlt:
1955
Frame:
-
Grade:
D - D
EffYrBlt:
1976
PrimeWall:
BP - Conc Block
StoryHght:
0010 -1 Story
No.Units:
1
SecWall:
-
Interior Features
BedRooms:
2
Electric:
MX - MAXIMUM
PrmintWall:
PN - PN
FullBath:
1
HeatType:
FHA - FrcdHotAir
AvgHt/Fl:
STD
1/213ath:
0
HeatFuel:
ELEC - Electric
Prm.Flors:
CU - Carpet
%A/C:
100
%Heated:
100
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type
Y/S Qty.
Units Qual, Cond.
YrBlt. No. Land Use
Type
Measure Depth
SDSF - SITE DEV S-F
Y 1
1 AV AV
2001 1 0100-SF Res
210 -Front Ft
110 141
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.paslc.org/paslc/prc.asp?prclid=143180100630005 6/8/2012
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STATE OF FLORIDA
r DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION
RICK SCOTT
mu mor
*License effeiendy. RegiNale fairly."
April 05, 2012
Melissa Smith
Smithbilt industries, Inc
1061 Highway 92 West
Auburndale, FL 338M
RE: Manufacturer Certification, ID MFT-208, Expiration Date: November 06, 2D13
Dear Melissa Smith
It is my pleasure to Inform you that Sm(thbilt industries, Inc, located at 1061 Hwy 92 West, n/a,
Auburndale, FL 33823, has been approved under the Manufactured Buildings Program, as provided
.for under Chapter SS3, Part I, Florida Statutes, to manufacture Storage Sheds, Manufactured
Buildings Tor Installation In Florida.
Construction or modification on a manufactured building cannot begin until the Third Party Agency
has approved the plans in accordance with the current Florida .Building Code. Your Third Party
Agency is a contractor for the Department and has statutory authority and responsibilities that
must be met to maintain the
status. You may expect and demand quality plans review and
inspections.
Each Code change will make your plans obsolete until they have been reviewed, approved and
Indicated {on the cover page of the plans] for compliance with the Code by your Third Party Agency
for plans review. Please ensure that your plans are in compliance and are properly posted on our
website. All site -related Installation Issues are subject to the local authority having jurisdiction.
The Department's contractor will make unannounced monitoring visits at least once each year. You
must grant complete access to your manufacturing facility and records to remain in compliance with
-the rules and regulations of this program.
Your certification is approved far three years from this date. You will receive a renewal notice by
Email generated by the BCIS (svww.f1oridabulid)3a.aro) for online renewal. IF you have questions
you may contact me or Leola Baldwin at 850-921-0956 or our FAX at 850-414-8436.
Please visit our website at www.florldabuildino.oro to see valuable lnfbrmatlon on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building permits.
Sincerely,
Cam'
Robert Lorenzo
Manufactured Buildings Program
cc: National Design and Inspection, Inc.
2665 SHUMARD OAK BOULEVARD o TALLAHASSEE. FL 32399.2100
650-486-8466 (p) o 850.921-07131 (f) 0 We b s i t e: %Ww.dcasfate.0.us'
C0181U60iYPLA6W & 11 0400.M(p) 099.4006x@9M o
o 1101014 OCOMh UNTITO MMEUfiir W400?M(p) 150=4M(0 0
SMITHBILT INDUSTRIES. INC.
PORTABLE BUILDING ANCHORS
BUILDING ANCHOR SCHEDULE
BUILDING SIZE
NO. OF ANCH. o
EA. END OF BLDG.1
N0. OF ANCH. ®
EA. SIDE OF BLDG.
TOTAL ANCH.
PER BLDG.
8'. 10'. 12' & 14' WIDE TO 24' LONG
2
NA
4
48'
2
I 1
6
50'
2
2
8
20', 22' & 24' WIDE TO 24' LONG
4
NA
8
48'
4
1
10
50'
1 4
2
12
BUILDING ANCHOR DATA
MODEL LENGTH BAR EYE HELIX UPLIFT CAPACITY
NUMBER DIAMETER DIAMETER DIAMETER IN NORMAL SOIL
36SHE34 30" :-1 /2" 1 1 /2" 4" 2500 lbs.
NOTE•
THESE ANCHORS MEET THE WIND REQUIREMENTS OF THE FLORIDA
2010 BUILDING CODE AND THE AMERICAN SOCIETY OF CIVIL
ENGINEERS STANDARD CODE ASCE 7-10.
WIND LOAD: 190 MPH
BOLT THRU ANCH. & 2x6 SKID OR
HEADER BEAM w/g"Ox4' LAG BOLT
w/S" x 2"0 WASHER
SKID (TYP.)
SIDE ANCH.
DBL. WIDE —
<ONLY
•I -- -- -- -- 10
• — — — — o
END ANCH.-
ANCHOR SPACING PLAN
SCALE NONE
DATE
LOCATION OF JOB
McCARTHY ENGINEERING, INC.
m
DRAWN BY WDM
3/9/12
ANYWHERE. FL
STRUCTURAL. CONSULTANTS LAKELAND, FLCNIDA
CHECKED BY WJM 3/9/12
4305 ORANMMW CLRCLE - WELAND, FL 33613
CHECKED BY
PROJECT NO. PRONE (W) 646-SMO
CFR101CATE OF AURMAWN No. 6394
1gnnF W2L,-.1 UN'. h.,°F 7dSil
_ `T1 plC ANCHOR
`. PORTARI F Run OINGANCHORS
A-1
_IX
A
L
SMITHBILT INDUSTRIES, INC.
PORTABLE BUILDING ANCHORS
BUILDING ANCHOR SCHEDULE
BUILDING SIZE
NO. OF ANCH. @ 1
EA. END OF BLDG.1
NO. OF ANCH. ®
EA. SIDE OF BLDG.
TOTAL ANCH.
PER BLDG.
5% 10'. 12' & 14' WIDE TO 24' LONG
2
NA
4
48'
2
I 1
6
50,
2
2
8
20'. 22' & 24' WIDE TO 24' LONG
4
NA
8
48'
4
1
10
50'
4
2
12
BUILDING ANCHOR DATA
MODEL LENGTHi BAR EYE HELIX UPLIFT CAPACITY
NUMBER DIAMETER DIAMETER DIAMETER IN NORMAL SOIL
56SHE34 3 0 " :.1 /2" 1 1 /2" 4" 2500 lbs.
NOTE:
THESE ANCHORS MEET THE WIND REQUIREMENTS OF THE FLORIDA
2010 BUILDING CODE AND THE AMERICAN SOCIETY OF CIVIL
ENGINEERS STANDARD CODE ASCE 7-10.
WIND LOAD: 190 MPH
SKID (TYP.)
SIDE ANCH-
DBL. WIDE —
<ONLY
END ANCH. J
ANCHOR SPACING PLAN
JOB
BOLT THRU ANCH. & 2x6 SKID OR
HEADER BEAM w/�'0x4" LAG BOLT
W/3" x 2"m WASHER
McCARTHY ENGINEERING, INC.
T1'PIC ANCHOR
- 4-��$�
.. anareoi c onu rin,n' durunov
Jx
BY
D BY
STRUCTURAL CONSULTANTS LAKELAND. fLO
4305 CRA14MIMOD aME - IAKELAND, P. SM13
PHOHE (863) 646-9390
CERVICATE OF AUTHOM ARON Ha 6394
WL—. l U. _Jh,. OF fdSS\
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FLOOR FRAMING PLAN
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OPNG. (DOOR OPNG)
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8-0, 10 r & 12=0' THAT
EXCEED 24=0' M LENGIR (M.)
USE (2) TOE NAILS (MIN.)
NOTCH 70P OF BEAM
TO ALLOW JO ST 70 PASS
LIMN! - w 'SIDE a"
W/DOOR & I1A8XTW5•
3/4- PLYWOOD FLOOR
2 x 4 BENT (T(P. - SEE
\\\ SIDE WALL ELEVS)
\ 2 x 4 BOT. PLATE (TIP.
ALL AROUND)
USE 2-2 x 4 BENTS 0
BOTH ENDS OF BLDGS
16=0" LONG & LARGER
2 x 4 MUD BRACE
TYP. 0 4 CORNERS
(114 IWDE BLOC
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1 T YYA70D
1/2' DEEP NOTM IN
3• 1 717P OF 2-2x6 BEAM
0 EACH JXT'
TYR.. ROOF SLOPE
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2 x 4 BENT —
1 x 4 BROG--
M07CH2x4
(TIP-)0 EA.
BENT
2x 4COLAR STRUT®
EACH BENT
1 x 3 BRDWO —
0MDOw OPEAMf —
2 z 4 BENT (M)
I x 4 BEDGNG
WINDOW OPENING
2 x 4 BOT. PLATE �\
2"x8' TRULOX PLATE
I(TIP. 0 EACH BENT)
!" 3 F2. MOOD 4 FLOOR
1 • z 4' ALPINE / "
PLATE (H.la' - F.S)
2 x 4 COLLAR STRUT
i x 3'-7" 0 FApT BENT
Y 4 1 x 3 GROG a MID.-
12 2 2+ 4 SI'AN (TIP. FO4 BLOGS.
5� v 10' x 16' & LARGER)
N 2 x 6 HEADER J
2 x 4 DOOR HEADER
2 x'4 2 x 4 3'-6" 2 x 4 2 x 4 3' 6' AEUMEN1Af
DOOR W/ LOCK
VARIES W/ DOOR
VARIES W/ DOOR
. OPVG. & BLDG
OPNG & BLDG
i I YAOTH
MORI
x4 2 x 4
c
c
0
x4 x
�
I• R
O
Nil
h
N
N
N N
AX(71P.
2 XR ROT. PLATE
2 x 4 BOT. PLATE
:7
J/4' PLYYA00 FLDOR r
2 x;6 .XXST �2 - 2 6 BEAM (TIP.) —1
x
END ELEVATION w/ DOOR
SG1LE 1/2 =1'--D•
SIDE ELEVATION w/o DOOR & WINDOWS END ELEVATION w/ WINDOW
SCALE 1/2 =T =0" SCALE 1/2'=1=0"
691E
AFPIG V Pere sue N.T.S. Pere
cwr,Pr TM 3 7
aau® 6r WJM 3 7
aILEaD fir
1' x 4' ATP9ilE PLATE (NS - Ea)
(TIP *EACH BENT)
1x3Bl MING
4' ALL96ARGf LAP SIDUTG ROM"
ALUMINUM CUTIER (TYP.
A80VF DOORS & {WNDOTVSJ
4' ALUMINUM LAP SD1NG
2 - 2 x 6 BEAM (TIP.)
Working i0s egent for OCA
N D I
ISOMETRIC OF BUILDING
Mwseprintscwpiywo"
MaMfectured Bid.
SCALE 1/2'=W-D• "APPROVED"
Florida
Act and adOtad codex and
Adhere to the i0iiowing%
DESIGN CODES DOCUMENT
conucti>; cdon Type V
I. EZLWIDA 2010 BIALDRIG CODE
Occupancy
2 ASCE/SH 7-10 COOF
Allowable-14100M
DESIGN LOADS
' y't. �TSI iia�r
l. • FLOOR UVE Ll740 75 P.SF. (JOISTS 0 24' O.G)
2 FLOOR LIVE LOAD P.SF. 0
--- 125 (MSIS 16. OG)
3 ROOF LIVE LOAD ------- 20 P.SF.
(`
4. M LOAD -------- 190 MPH
♦ r,3d �'
6 SRUCRIRE CALEGORY _—___ I
Ap,p, avac i' O
6. LAPOSIRE FACTOR --- --- C
7. mumAL PRE5SIIRE COEFFLCMNr - 3018
M ON
Approval of this Document does not
AtAhotize.orApprove any 0-aMs"on
GENERAL NOTES
F�
From the CWI!tw,, •1" 01401cldft
1. FLOOR JM75 AND BEAMS SHALL BE NO.. 3 SOUIWRN PINE (P. I..)
2 RMOD FLOOR SMALL HE 3/4' DOCK SOUTHERN PIN& 5 PLY, £XIERIOR
awk; L Aws
GRAD& TONGUE AND GROOVE (•STURD- -FLOWR
a 2 x 4 WALL AND ROOF FRAMING SHACL BE NR 2 SOU7HERN PINE
4. ROOF AND WALL 57ONG SHALL BEi/2' CYt4RUG47ED ALUMMUM NTH A
267' P17CH OR A 4' LAP SIDING I17H A J/8' STEP. 607H SMALL LF
MANUFACTURED FROM 0.019" UDGf SHEET ALUNNUM 300N-14 ALLOY
5 THREW FASTENERS FOR ALULONLIM ROOF AND SONG SMALL BE / 8
MAGME SCREWS MSMUED ACCORDING TO S&MG MANUFACTURERS
SI'EGfTCARONS
6. ALL UNTREADED MOD FASffMRS ARE BOX NAILS fMTH A a w-
DTAMEIER BY 3 1/4' LONG UNLESS HOIW O7MD?MSE
7. ALL COLD-faa- STRUCTURAL STEEL CGNNECDON PLATES STALL BE
20 CAGE (GAIK) ALP9E AND/OR 7RULOX PLAlE'S NANUFACIURED BY
ALPINE E7IGTNEEREO PRODUCM NG CONFORARNG 70 ASIM A446-87
MADE A OR REM? .SP027CARCW.
B UNTHREADED FASTENERS FM INE TR11LOx CIXMECRON PLAIES SHALL BE 0 no-o
♦
G
(11 Oa) x 1 3/8' SMAAL SWIX 7RU55 NAILS
.
9 AS AN OPM,, (3) j72 TI M SllID CWM TIRES RUN M 1/2' CONDUIT
OPERATES ME MCAAMESCFNT LIGHT MTH A SNOLE POLE WALL 574170E
I0. MID INSTALLED IIEWS SU6XCT TO LOCAL APPROVAL'
A. Z0701W OF VMT TO SIZE.
B LLEC716CAL COAWEC71ON FROM PORR SOURCE TO UNIT
G END WALL - MMOR SOMG AND fEIOSILE3 2-Zx8 DOOR FIFADEPy Y-0 is
9'--0• GARAGE DOOR, G4LY. 7HRFSHOLD, F1A57NYG AND GUTIE M
3�iJ /I
MD MSTAUfD GDTIFRS & DOWNSPOUIS SHALL MEET SECDON
15037 OF'7NE FlaWA 8MBNG CODE 2010 & S£CDON R3166
OF THE FLOLDA DIDDLING COE 2010 (REMMMAL)
MMcCARTHY ENGINEERING, INC.
SAVE STYLE BUILDING
s7RUc MiL CONSM7MTS LAU-MO, ROMA
TYPICAL PORTABLE SINGLE WIDE
SMITHBILT INDUSTRIES INC.
4305 MXG M M ORM - LVq]J O. FL
3M3
P9L1hE (963) 646-93SO
CERTIFlCATE OF AMORIZA71ON Na 6394
AUBURNDALE FLORIDA
Paoecr xu 12004 '.vs.— 1 S1 es
NRITPm J McCPrthy P.E. 24553
x
0
�?
c
2-D"
JOISTS SPACED & 2-0' ON CENIER
2=0"
JOISTSSPACED & 1=4" ON CENTER
1'-4"
2 x 611FADER
oti
�o
2-2.6
WAU
L
g
o
t
A
I
b
k
N
I
2-2x6
SEAM
b b
W
\\
6'
FLOOR FRAMING PLAN
SCALE: 1/2'=1. O•
USE 4 ROWS OF (3)-2x6 BEANS
FOR 14 -V ME BURDHGS
USE (3}2s6 BEAUS FOR &BGS.
8'-0. YOW & 12=0" THAT
EXCEED 24-0' IN LENDIM (TIP.)
]E (2) TOE NAILS (MIN.)
17W TOP OF BEAU
I ALLOW JOIST7D PASS
Ru - SEE 'SDE EIEV.
0O7R & MUDOWS"
H4' PLYWOOD FLOOR
2 x 4 BENT (TIP. - SEE
SOE WALL ELEVS)
2 x 4 BOT. PLATE (I)P.
ALL AROUND)
6" 1" x 4' ALPINE
PLATE (MS - f.S)
TIP. ROOF SLOPE 12
� � 5f-
2 x 4 NOR.
-
—USE 2-2 x 4 BENTS &
+k
111111 ENDS OF BLDGS
6•
3'-6' TO 5=0"
'1.
16=0" LONG & LARGER
1v
VANDOW
2 x 4 1WND BRACE
N
2 4 8ENT —
DOOR OPNG
( )
_
X.1
OPNG.
TIP. 0 4 CORNERS
x
Wti
n
(TIP.)
2 y
k
(14'-0' 1440E B[DG
b
N
v
o$
o'er^
s
ro o
ry+
ONLY) h
- b
a 7 x 4 BFIDCING
1 x BRIDGING
1 x 4 BRDG--
- NOTCH 2 x 4
(TYP. 0 EA.
N
nt
•I
2. 0•
1�
z.,4
2 s 4 BDT.
PULE -
PLATE\7
LYK9DD
o
\_1
2'x8' IRULOX FLAIE r/(4) NAUS 2 - 2 z 6 BEAM (BEYOND)
2 x 6 HEADER TOP &BDT. & (4j TOE NAKS & 3/4" PLYWOOD FLOCR 3' I
BOX. DF EA STUD (7YP. 0 EA
1/2" OLIP N07T7i TN
TOP OF 2-2.6 BEAM
BENT & TOP & B09: END
N &EACH JXST
WALL SI&1S)
SIDE ELEVATION w/ DOOR & WINDOWS
--..�.--�- -..- ens. r. �/n•-�•_M _
2x 4 COLLAR 57WT0
FAC H BENT
1 x 3 BRVQW —
KF&Vff O1-VMG —
2 x 4 BENT (TYP.)
I x 4 BRIDLING
MOW OPEMHG
2 x 4 BDT. PLATE C
2'x8" 7RULOX PLATE
(TIP. 0 EACH BENT)
3/4PLMOD £LOOP
2 x 4 COLLAR STRUT
x 3 7`1 0 EACH BENT
4 1 x 3 BROG & UID.-
Y 2 fi ! SPAN (TYP. FOR BLDGS
10' x 16' & LARGER) /
N 2 x 6 HEADER J
2 x 4 DOOR HEADER
x 4 2 x 4 11 2 x 4 3' 6" ALLREBfUM
IDOOR W/ LOLX
VARIES W/ DOOR VARIES W/ DOOR
oPHG & BLDG oPNG & BLDG
W,YIN MIN
U
x4 x4 2,4 2r4
� b
k v
i t k
1=6'O N N N N
AX(T}P.
2 x 4 BOT. PLATE 2 x 4 POT.. PLATE
3/4' PLYKOOU FL00R
2 x;6 JOLST �2 - 2 x 6 BEAU (T7P.)
END ELEVATION w/ DOOR
SCALE 1/2 =1'-D"
SIDE ELEVATION w/o DOOR & WINDOWS END ELEVATION W/ WINDOW
SCALE 1/2'=1=D'
SCAM'1/2'=1' D'
�4I
I' x 4" ALFW PLATE (ALS - ES)
(RP. 0 EACH BENT)
1 x 3 BRIDGING
4" ALLSWAW UP STING ROOF
RM
ALULDNUM CUIXER (TIP.
ABOVE DOORS & 12011)
4' ALMMUU LAP SEND
2-2'�NP��x 6 BEAM (T)P.)
Warldog,rs ggent for OCA
N D
ISOMETRIC OF BUILDING I
M*W Prints comply with the
Ltd.
SCALE 1/2'=%0' 77
"APPROVED
Florida Manufactured
Act and adopted Codes and
mac
DOCUMENT
Adhere to the iviiowing
DESIGN CODES
CoT-atruction Type
L naWA 2010 BULDING CODE
occupancy
2 ASCE/9O 7-10 COE
Allowable 100rs o
DESIGN LOADS
wino .- •: rir
t�/d�iJS —
L • FLOOR LIW LOAD 75 P.SF. (.wws & 24' O.G)
2 FLOOR Ltw &
983F," . .
LOAD ---- 125 P.SF. (JMIS 16' OC)
3 ROOF UV£ LOAD -------- ZO PST.
4. KIND LOAD ------- 190 UPI,
{,fJ31f �-
a SIRUMSE CA7E&wr --- I
A hM, i- ;
App; avai 081&
-
& EXPOSURE FACTOR --- ---- C
7. INTERNAL PRESSURE COEFFICIENT - fa18
A48n;
i4pprovai of this Document does not.
Authorize or Approve anY -0a�s,�(1a''•'on
GENERAL NOTES
F�•
from the (eqaTl{a,"! -1" at &iyplleW"
1. FLOOR JXSIS AND BEAUS SMALL BE Na 3 SOUDHERN PINE (P. T.)
$Iatk: L.Aw i
2 PLYWOOD FLOOR SNAIL BE 3/4' DOCK SW7)G N M& 5 PLY, &7FR10R
GRADE; TONGUE AND GROOW (-MRP-I-FLOOR").
3 2 x 4 WALL AND ROOF FRALUNG SHALL BE Na 2 SOURERN PINE
4. ROOF AND WALL SIDING SHALL BE 1/2' CaRRUGA7ED ALUMINUM W7H A
267' P17CH OR A 9" !AP SDING K4D1 A 3/8' STEP. B07H SHALL HE
MANUFACTURED FROM 0 019' ROCK SHEET ALVA& M 3003 H-14 ALLOY
S 1HREADED FA57BVLRS FOR ALUEBNUM ROOF AAD SONG SHALL B£ J 8
UACHME SOWWS INSTALLED ACCOROING TO SUING MANUFACTURERS
S'ECU)CARONS
6 ALL UNNIREADEO WOOD FASTENERS ARE BOX NAILS WIN A 0. IX -
DIAMETER DY 3 1/4' LONG UNLESS HOLED ONffRKISE
7. ALL COLD -FORMED STRUCTURAL 57M CCAWECROLH PLATES SHALL BE
20 CE' (GALV.) A7PDIE ARD/OR 7RULaY P[A713 MANUFACTURED BY
AIPM'f ENGINEERED PROUUOTS M'G CONFXN1 TO ASTM A446-87
GRADE A OR B97LR S'ELTFICARON.
8 UNINRE4DED FA57DYEW FOR 1W TRULOX C011BHEC1701Y PULES SHALL BE 0.1205 O
(it Ga) x 1 3/8" S'INAL SHANK 7RUSS MAILS
..
9 AS AN OPTION. (3)112 DON SOW COPPER W1RE5 IN 1/1' CONDUIT
OPERRUN
ESCEN7 SINGLE
MT MANAAPPROV POLE WALL SWITLYL
�ED
.. !�
10. FKLDADLSTIES
MEM�3 76 LOCAL
A MOWN OF UNIT TO SIE
& ELECTRICAL CONNEC710JY FROM POWER SOURCE TO MT.
G LTD WAIL - EXIMOR SDING AND MS/ES, 2-2x8 DOOR HEADER 7'-D z
9'-0' GARAGE DOOR G4[V. THRESHOLD. F7.ASMRG AND GUTTERS
V-71,
REID INSTALLEDJITTERS & DMSPOVIS SNALL MEET SECDON
IM17 OF'7FHE FLORIDA BUUMG CODE 2010 & S£CBON R3186
OF 71 E RaWA BLWMC CODE 2010 (RESDENRAL)
MMGCARTHY ENGINEERING, INC.
EAVE STYLE BUILDING
TYPICAL PORTABLE SINGLE WIDE
STRUCTURAL CONSULTANTS LAKELAND.
FLOMDA
SMITHBILT INDUSTRIES INC.
43M CR NGEM 1AKEUND. R. nets
(
MONE CERTIRCATE OF AUTHORIZATION No. 6394
AUBURNDALE FLORIDA
vxc rcr xa 12004 ' o_ xn S1 n
WOiom J McCorthy P.E. 24553