HomeMy WebLinkAboutSUBMITTED PAPERSDate: Fee Due�7 Receipt#
S i
' Planning & Development Services
Building & Code Regulations Division
2300 Virginia Ave.
Fort Pierce, FL 34982
=- (772)462-1553
Permit # 1..) 0 'f� —
SPECIALTY PERMIT APPLICATION
❑ Electrical ❑ Plumbing ❑ AVAC ❑ Fence
ER Shed ❑ Demolition ❑ Gas ❑ Siding
Seepage 2 for instructions and additional paperwork required for specialty per`nils
1. Location/Site Address:
2. Parcel ID Number: 1 `"1 I Y 0 1 Q00 (DOD
SC,
sl 4U eyNFa
Cis CC4nt
r
Office Use
Only
Section
Township
Range
Map Page
Zoning
an Use
Initials
3. Complete Description of Project or Work:
4. Owners Information 5. Contractors Information_
Name: �� '. J �' IMF � ► 2 FL Reg/Cert #:
Address: '2�'l County Cert#:
City: 1 t�lr ke State: Business Name:
Zip:
3 st i Ct (j Phone: ? 2 ' Z S l Phone:
6. Value of Construction: $ 1 D J b V
IN
OWNERS AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in
compliance with all applicable laws regul construct d ni
PRINT OWNER OR CONTRACTOR NAME n SIbNA:T-tJRE OF OTVNER OR CONTRACTOR
STATE OF FLORIDA, COUNTY OF I
ACKNOWLEDGED BEFORE ME THIS 1— DAY OF 20—B—BYXeVJM\
WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PROD Nf L-1 t' OLO
AS IDFPTIFICATION.
OF NOTARY
COMMISSION NUMBER
TYPE OR PRINT
IRVIE E SAUNDERS .
Notary Public - State of Florl4a
My. Gomm. Expires Jul 29, 204
Commission # DO 998746
Bonded Through Nationa' k.tary Assn.
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 S7500.00
Revised 04/26/2010
NOTICE TO OWNER: FAILURE 1ECORD A NOTICE OF COMNIENCEMENT M` BSULT IN YOUR PAYING TWICE FOR
IMPROVED. : ITS TO YOUR PROPERTY. IF YOU INTEND- 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
under a primary building permit. This application may not be used for any activity that includes structural
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.
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. , i -* .
❑ Goa ' 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 appl'c ioCan�bu mitt.
FL County Building and Zoning, 2300 Virginia Avenue, Fort Pierce,
FL 349821 All permiVzipplications must be,filjed out completely before submission. No applications will be
acce ted for' 'Nbi 's's`ia� 'lift fl 30; �'completing application, ( )
p ii P(;lYIs,,For assistance in com letin this a lication, please call 772
462-155liQi�--en
ur,re&if,6 ce liotlrs, 8 ;001 M - 5:00 PM), Monday through Friday.
NOTE:cy 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 ,:'anty
Building & Zoning Department
2300 Virginia Avenue
Fort Pierce, Florida 34982
(772) 462-1553
OWNER/BUII,DER 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 applipable, 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 c to�eet
the minimum code. Initial
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
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 liab r 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 relate ' ed' 1
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
Zoning Dep ent to the Florida State Department of Professional Regulation.. Signed and acknowledged on this
5 day of of 20.
Owner/Builder Si ature
f
STATE OF FLORIDA
COUNTY OF S'� VAJ/t k- '
The foregoipg ent was acknowledged before me this _; day of 20
by who is personally known me, or who has
produced 02 ZZ2S` as identification.
Signature of Notary
Title: Notary Public
Type or Print Name c
Commission Number
11 y PVC , IRVIE E SAUNDERS
Notary Pu¢¢ c - late of Florida
oY mm `- • ; • My Cos Jul 29, 2014
Commission # DD 998746
Bonded Throuah Natinal Notary Assn,
Property Appraiser - St.Lucie G ,rity,
FL
Page 1 of 1
PROPERTY RECORD CARD
Kevin Ortiz Record: 1 of 1
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Spec.Assmnt Taxes
Exemptions Permits Home Print
Property Identification
,��,UCIE CO
Site Address: 2208 N 42 nd St
ParcellD;
1431-801-0007-000-5
G2
Sec/Town/Range: 31 :34S :40E
Account #:
10742
Map ID: 14/31S
Zoning: RS-4
Use Type:
City/Cnty:
SF Res
Saint Lucie County
Ownership and Mailing
Owner:
Kevin Ortiz Linda A Bucci
Address:
2208 N 42nd St
Fort Pierce FL 34946
Sales Information
Date Price
Code
Deed
3/14/2009 100
0311
QC
2/13/1998 25000
02
WD
9/1/1977 0
01
CV
2/1/1974 18500
00
CV
FBI
Legal Description
HARMONY HEIGHTS NO 4 BLK 5 LOT 7(OR 1127-512: 3069-1298)
Assessment 2012
Book/Page 2012 Final: 18300
3069/1298 Assessed: 18300
1127 / 0512 Ag.Credit: 0
0274 / 2620 Exempt: 18300
0223 / 1740 Taxable: 0
Taxes: 0
BUILDING INFORMATION
Total Land and Building
Land Value: 2900 Acres: 0.18
Building Value: 15400
Finished Area: 810 SgFt
Exterior Features
View:
-
RoofCover:
FS - Fibrglss Shg
RoofStruct:
GA - Gable
ExtType:
HD+- HD+
YearBlt:
1955
Frame:
-
Grade:
D+ - D+
EffYrBlt:
1970
PrimeWall:
BP - Conc Block
StoryHght:
0010 - 1 Story
No.Units:
1
SecWall:
-
Interior Features
BedRooms:
2
Electric:
AV -AVERAGE
PrmintWall:
PN - PN
FullBath:
1
HeatType:
AvgHt/FI:
1/2Bath:
0
HeatFuel;
-
Prm.Flors:
CA - A TL/CON
%A/C:
0
%Heated:
0
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type Y/S
Qty. Units Qual.
Cond. YrBlt.
No. Use Type
Type
Measure Depth
1 0100-SF Res
210 -Front Ft
55 141
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=143180100070005 8/5/2013
FILE COPY
STATE OF FLORIDA
DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION
'License eftently. Regulate fairly."
RiCK SCOTT
Govamor
April 05, 2012
Melissa Smith
Smtthblit Industrles, Inc
1061 Highway 92 West.,--:C01""Y
Auburndale, FL 33823 FILE •
RE. Manufacturer Certification, ID MFT-208; Expiration Date: November 06, 2013
Dear Melissa Smith
It Is my pleasure to Inform you that Smtthblit 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 553, Part I, Florida Statutes, to manufacture Storage Sheds, Manufactured
Buildings for 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 approved 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 We 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
websIM All site -related Installation Issues are subject to the local authority having Jurisdiction.
The Departments 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 for three years from this date. You will receive a renewal notice by
Email generated by the BCIS (www.floridabuliding.oro) For online renewal. If you have questions
you may contact me or Leola Baldwin at 1350-921-0956 or our FAX at 850-414-8436.
Please visit our website at www.floridabuil Ina,Pm to see valuable Information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building permits.
Sincerely,
I""r4t_�
Robert Lorenzo
Manufactured Buildings Program
cc: National Design and Inspection, Inc.
2655 SHUMARD OAK BOULEVARD a TALLAHASSEE. PL 32399.2100
660-488-8466 (p) 0 960-921-0781 (f) 0 We b s 1 t e: wnuw.deastateAus'
• COMMIXI rvPLANNINO =40MM(p) 860.I0W=9(q.
• HOusiNOANDCOESMU INGEVELOPb1M 604WOBB(p) 160.W4fi7](q •
SMITHBILT INDUSTRIES, INC.
I . PORTABLE BUILDING ANCHORS
BUILDING ANCHOR SCHEDULE
BUILDING SIZE
NO. OF ANCH. ®
EA. END OF BLDG.
NO. OF ANCH. @
EA. SIDE OF BLDG.
TOTAL ANCH.
PER BLDG.
8', 10', 12' & 14' WIDE TO 24' LONG
2
NA
4
48'
2
1
6
50'
2
2
8
20', 22' & 24' WIDE TO 24' LONG
4
NA
8
48'
4
1
10
50,
4
2
12
i
BUILDING
ANCHOR DATA
MODEL
LENGTH
BAR
EYE
HELIX
UPLIFT CAPACITY
NUMBER
DIAMETER
DIAMETER
DIAMETER
IN NORMAL SOIL
36SHE34
30"
1 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.
ANCHOR SPACING PLAN
BOLT THRU ANCH. & 2x6 SKID OR
HEADER BEAM w/j"Ox4" LAG BOLT
w/S2 x 20 WASHER
BAR
HELIX
1YPICA ANCHOR
"tom . of4+
k/f rlr2
SCALE NONE
DATE
LOCATION OF JOB
t� �9 McCARTHY ENGINEERING, INC.
PORTABLE BUI
DRAM BY WDM
3/9/12
ANYWHERE FL
I V4 STRUCTURAL CONSULTANTS LAKELAND, FLORIDA
4305 ORANGEWOOD CIRCLE - LAKELAND, FL 33813
PHONE (863) 646-9390
CERTIFICAT. RIZATION N., 6394
1
SINGLE AND DOUE
CHECKED BY WJM
3/9/12
SMITHBILT INI
CHECKED BY
PROJECT.NO.
AUBURNDA
.12005
A - 1
2=0'
ARSIS 9-ACM 0 2'-O' ON CfT.'7ER 27d
i =A'
JWSIS SPACED 0 1-4' WI CENTER
2 x 6 HEADER
2-2r
y
0
N
2-2X6
14
FLOOR FRAMING PLAN
SCALE- 1/2'=1'-0'
L
2x 457LL
OPNaW
e
(DOOR OPNO)
Ov
o� 4
V
rom o4
x 4 8R/DCNC
7,4 eR1DG/N0
' .
z'-o•
1x4
2x480T.
PLATE
PL
2 x 6 HEADER
2 x8- 7RULOX PLATE ®/(4) NAILS
70P & BOT. & (4) TOE NAILS 0
607. OF EA STUD (7YP. 0 EA
E
2- 2 x 6 BEAM (BfYLMD)
3/4' PLYLI90D FLOOR
L7fHT & IDP & 80T. OF
WAIL STUDS)
SIDE ELEVATION w/ DOOR & WINDOWS
SCALE
USE 4170WS GF (3}Zc6 BEAMS
MR 14'-0' WlIE 1TUftOB/GS
� USE 3}2x6 8ENI5 FOR 81DG£
EXCEED 24 =O' IN LENGTH (TIP.)
`O, (2) WE RATES (AN)
�— NOTCH TOP OF £dA11
TO ALLOW JWST TO PASS
TIM - SEE ISW ELER
W/DOOR & ENDOW
3/4• Pt WOO FLOOR
Fes-
2 x 4 BENT (TIP. - SEE
SIDE WALL fL£VS)
2 x 4 801. PLATE (7)P.
ALL AROUND)
USE 2-2 x 4 BENTS 0
B07H ENDS OF &OG
16'-0' & LARGER
2 x 4 WIND BRACE
TIP. 0 4 CORNERS
(14=0' WIDE BLDG.
ONLY)
1' x 4' ALPINE
PLATE IHS - F.S) —
TIP. ROOF SLOPE 12
5�
RE W. P.
2x4 - 2x4
VARIES W/ DOOR
2 x 4 BENT OPNC & BEDa
WIDTH
Ix4BRDa-
NOTCH 2fxA.4
0
4
2 x 4 COLLAR STRUT 0
EACH BENT
I x 3 BRfDGBFG —
2 x 4 EMT (TYP.)
P.C2x6—
1 x 4 BRILTCE4G—
TWNDOW OPINING l ! f
2 x 4 BOT. PLATE 1 l
2 x8' 7RULOX PLATE
(T)F. 0 EACH BENT)
3/4' PLYWOOD FLOOR
2 x 4 COLLAR S777UT
x Y-7'± 0 EALIY BENT
4 1 x Jima 0 MID.-
7,4. SPAN (TYP. FOR BLOCS
10' x 16' & LARGER)
N 2 x 6 HEADER
2 x 4 DOOR HEADER
Y-6' ALVMNLW
2x4 2x4 5 DOOR W/LOCK
(DOOR OPNCJ V/lRILS 1(DOOR M. SIOPE 0 KNLF
OPNa & BLM JOINT OF BENT
WJUTN
PC 2 x 6 (T)P.
e o 2 x 4 x 4 0 EACH liENn
pII KI � O
4' ALUMINUM LAP SIDING
� N N
IW orJang ae agent for DCA
�— 3/4' PLYWOOD fL00R .
1 1/2' DEEP NORX! IN 2 x 6 'Xk57 2- 2 x 6 BEAM (TYP.)
T@° OF 2--2x6 lifAM
0 EACH JWT
END ELEVATION w/ DOOR
SCALE 1/2 =I' O'
SIDE ELEVATION w/o DOOR & WINDOWS END ELEVATION w/ WINDOW
SCALE Uz'=r=o' SCALE 1/Y=1=0'
ME
ArF�En Or DAre sur: N.T.S. DATE
a TM 3 7
aEa®B WJM 3
CHMED W
I• x 4' ALPINE RATE (N.S - FS)
(TYP. 0 EACH BENT)
I x 3 BRIDGING
4" ALUlWMM LAP SWWG ROW
ALUMINUM CUTTER (IYP.
ABOVE DOORS & WINDOWS
- 2 - 2 x 6BEAM (TYR..)
The:>e Pents con, ply with the
ISOMETRIC OF BUILDING
Pladda t7aT$ mmo urd Bid.
SCALE 1/2 1-0'
N D 1
Act.and gdo,Y,ed Codes and
E DAdher
"AP
. t a foliAiii
DESIGN CODES PROV
�a;
iafVe
r'c
L FLWUOA 20Io 8URDING COVE ® � MMT
Ori 1p � y l_
2 ASCE/SET 7-10 CODE
Allowahrs k;dut i I
DESIGN LOADS
Fite RI g f':r 14 �'?: Waft
1. fLOOR UVE LOAD --- 75 PSF. (JWSTS 0 24' O.C)
2 FLOOR UVE LOAD 125 P,SF (RX575 0 16' D,0)
,L7,. �
.L ROOF Ulf LOAD -------- 20 P.SF.
`':S'
4. KVD LOAD ----------- 190 MPH
AllOwl L1Nv
S STRUCTURE CATEC RY --- I
Aqq pwa; Daw :r_
6. EXPOSURE FACTOR _--___ C
■`f'=
ma �i q
7. DI7ERNAL PRESSURE C0ETE7L7ENT - f418
&
Apprval of this Document does not
Whoem or Approve any Deviation
GENERAL NOTES
From the mquirements of applicable
2 qY� AND HEMSNO.3 SWNERN N SINE yP E)
HALL BE
stake
EXIMOR
i>Aws
GRADE. TONGUE AND GROOVE ('S7URD-1-RO0R7
.I 2 x 4 WALL AND ROOF FNAMTNG SHALL BE NO 2 SOUR ERN FINE
4. ROOF AND WALL S>OINC SHALL BE 1/2' C04RUCAM ALUMINUM 1W7H A
267• Mai OR A 9" !AP 9DINC WITH A 3/B" STEP. BO)N SHALL 8£
MANUFACIURED FROM DOW THICK SHEET ALW NU1! 300J 11-14 ALLOY
5 THREADED FAS71WMS FOR ALUMNUM ROOF AND 570INC SHALL 8F { 8
MACHINE SCREWS INSTALLED ACCORDING TO SIANG MANUFACTURERS
SPEWMA17ONS
& ALL UNTHREADED WOO FASTENERS ARE BOX NAILS WIN A 013E
`
DUJIM BY 3 1/4' LONG UNLESS NOTED OTHERWISE
7. ALL COLD -FORMED STRUCTURAL STEEL CONNECTION PLATES -WALL BE
20 GAGE (CALV.) RPM ANDICY 77MOX PLATES MANUFACTURED BY
ALPINE UICNEERED PRODUCTS, Na CONFORLRXG 10 ASTM A446-87
GRADE A OR BETTER SPCM04WOM
8 FASTENERS HRILOX CONILECRON PLATES SN.yF BE 0l20.6"9
(11 C4) x 1
! 3/83 SPIRAL SHANK TRUSS AWLS
SW NK
�
AS AN).x
9 AS AN OpRON, (3) /12 TNFAV SOIm COPPER W1RfS RlBF IN 1/2' ClYDUlT
4
OPERATES ONE INCANDESCENT LIGHT W17H A SINCE POLE WALL SWITCH
I0. REED INSTALLED lZEWS SUS ECT TO LOCAL APPROVAL
A. MORN OF UNIT TO SI78
B. ETEC7RICAL CONNECTION FROM POWER SOURCE TO ME
I
a END WALL - EX1ER10R swc AND a wsmis; 2-2x8 DOOR IIEAOFR, r--ox
GARAGE DOOR, G ANDMEET
77LW
RLW S DOWSOIO S SHALL
fIE7D INSTALLED G7U77EHS & DOWNSF'WR STALL MEET SECTION
E
15ai7 OF THE R09DA BUILDING RODE 2010 & SECTION R3186
OF THE FLDWA BNDLRIC CODE 2010 (REWENRAL).
WCARTHY ENGINEERING, INC.
M
BARN STYLE BUILDING
STRUCTURAL CONSULTANTS LAKELAND. FLORIDA
TYPICAL PORTABLE SINGLE WIDE
4WS ORNLEEROW ORCLE - LAKELAND. FL 33613
SMITHBILT INDUSTRIES INC.
PRONE (80) 646-9390
CERTIFlCATE OF AUTHORIZATION Na 6394
AUBURNDALEDAc. FLORIDA
YRifam J MOCOrthy P.E. 24553
vxaccE xa 12004 xn Sl - ¢� 0
JUISTS SPACED ® r-O' ON CENTER 2-0'
1 4'
XISIS SPACED ® 1-4' ON CENTER
1-4'
2 x 6 HEADER
2-2x
WAU
12
b
0
b
k
N
2 - 2 x 6
VAM
r7
=17'
------
FLOOR FRAMING PLAN
SCALE,• 1/2'=1' 0'
USE 4 ROWS OF (3}216 BEANS
FOR 14'-0' WE BUIMRS
— USE 3)-2x6 BEANS PTAR 81DOx
8= 10'-0' & 12'�D' THAT
EXCEED 24'--O'IN LENGTH (DR)
USE (2) TOE NAR1S (IM)
mom TLp OF BEAIf
70 ALLOW X)ST 70 PASS
TWU - SEE S!D£ ELEY.
W/ODDS & WMOYLS'
3/4' PLYOM FLOOR
2 x 4 DENT (TIP. - SEE
APE WALL ELEVS)
2 x 4 SOT. PLATE (M
ALL AROUND)
USE 2-2 x 4 BENTS ® (� TIP. ROOF SLOPE
BOTH BIDS OF BIDE
I6'-0' & LARGER
Tv
(TYP.)
(DOOR OPNC)
i y
2 1 MWOBR O BRE
TYPm
(14'-0' END£ BLOC
.,
u
2 x 4 BENT
2 x 9 ALLONLY)
_
°n
N
h x 4 8RfO0YNG
o'
1 x 4 BR/DGLNG
�'
i x 4 BRDG-
m m
N07CH 2 x 4
•�
BENT
r-D•
7YP.
P
2 x 4 BOZ PLATE
2.114.01
PLATE
` 1
T LYN'OOO
•-
2 x8' IRULOX PLATE AIA¢S
2- 2 6 BEAN
2 x 6 HEADER
®/(4)
TOP & BOT. & (4) TC) HALLS ®
x (BEYOND)
N
SOT.. OF EA SIM (TYP. ® EA
3/4' PLYWOOD fL0L1RTop
3'�
ENO
or
BEM & TOP & BOT. OF fND
N ®FiICH ,KNS7
WALL STUDS)
SIDE ELEVATION w/ DOOR & WINDOWS
SCALE• 1/2'=1W
2 x 4 COLLAR STRUT
EACH ENT
1 x 3 BRIDGING
NUVOW OPENING
2 x 4 BENT (TIP.)
P.C2x6—
1 x 4 BAWMG—
YANDOW
1' x 4' ALPNE PLATE (KS - FS)
(TYP. 0 EACH BEND
I x 3 BMVCM
2 x 4 SOT. PLATE
j
2'ffi' IRULOX PLA IF
11
(TIP. 0 EACH BENT)
1' x 4' ALFV E
3/4' PLYW000 LLOOR
PLATE (N.S - F..S)
2 x 4 COLLAR STRUT
x 3-7'± O EACH BENT
A
2,r 1 x 3 BROG @ MID.-
SPAN (TIP. FOR BLOCS
5
q
10' x 16' & LARGER)
h
2 x 6 HEADER
2 x 4 DOOR HEADER
2x4 2x4
3'-6' ALUMLNIAf
2.4 2x4 5 DOOR W/LOCK
3'-6'
VALUES W/ DOOR
(DOOR OPNG)
VARLET IV DOOR 12 TIP. SLOPE ® KNEE
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END ELEVATION w/ DOOR
SCALE- 1/2'=I'O'
SIDE ELEVATION w/o DOOR & WINDOWS END ELEVATION w/ WINDOW
SCALE //Z'=/'-0' SCALE 1/2=1'-O'
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4' ALUMINUM LAP SIZING
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4' ALUMNUM LAP WING ROLL`
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AUIMRNUM OUSTER (IYP.
ABOVE DOORS & MNDOWSJ
- 2 - 2 x 6BEAM (TIP.)
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ISOMETRIC OF BUILDING ` ,
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`°APPRQVED„
Adhere.0the follcr'w+;, heft:
DESIGN CODES
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1. FLORIDA 2010 ,90MG CODE D4 1 1 M W,.{� � T
DOCUMENT
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2 ASCE/SET 7-10 COE v u "�
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Allowable
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DESIGN LOADS
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Fire R r.. 'th " Walls
1. fZ00R !/VE LOAD --- 75 P.SF. (JOISTS (T 24' O.C)
2 FLOOR LIVE LOAD --_ 125 RSF. (.AXSIS & 16' OC)
C SW
3 ROOF L1W LOAD ________ 20 P.SF.
Lf
4. MND LOAD ---------- 190 MPH
3' �v
5. STROCIURE CA7FCORY ---- I
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AT'ftf �' i'�4`71 � -
6 EXPOSURE FACTOR —_—___ C
,ward
7. NTERNAL PRESSURE COEFmair - fOILI
6
Approval of this Document does not
Authorize or Approve any Deviation
GENERAL NOTES
From the requirements at w Pf icabi6
1. FLOUR JOISTS AND BEAMS SHALL BE NO.3 SOUTHERN PM (AI..)
_
S-i—aAL-
2 PLYMW FLOOR SHALL BE 3/4' THICK SOUTHMV PINE, 5 PLY, EYIERIOR
kzws
GRADE, TONGUE AND MOVE ('SIURD-1-f100R 2
A 2 x 4 WALL AND ROOT FRAMING 9fALL BE NO.. 2 SOUINERN PINE
4. ROOF AND WALL SDNC SHALL BE i/2' CG4RUGA7ID ALUMDNUM MIN A
267'-PI7CH OR A 4' LAP SONG MTH A 3/6' STEP. 607H SHALL BE
MANUFACTURED fROM 0.019' THICK SHEET ALUMNUM 3003 H-14 ALLOY
S THREADED FASTENERS FOR ALUMONUM ROOF AND SDING STALL BE f 6
MALUTNE SCREWS INSTALLED ACLCRDNO TO SONG MANUFACTURERS
Sz£CIFRCATONS
6. ALL UNTHREADED WOOD FASTENERS ARE BOX NABS MTH A aar
DIAMETER BY 3 1/4' LONG UNLESS 1107M OIR MSE
7. ALL COLD -FORMED STRUCTURAL STEBL CONNECTON PLATES STALL BE
20 GAGE' (CALV.) ALPRE AND/OR 7RULOX PLATES MANUFACAMM BY
ALPINE LNGNEER£D PROD11075, Na COYFOIUONC 70 ASIM A446-87
GRADE A OR BETTER M�EC7FTCAWAL
8
FAS7FRfRS FOR NNE RUSS LSIVECTON PLATES SNAIL BE 0.7205"9
z I
(11 rh) x I SPINAL STANK TRUSS A
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AS AN
9. AS AN Oj'TON, (3) 172 TIDIN SOLO COPPER HIRES RUN N 1/2' COWDURT
N ( PER If
4
OPERATES ONE INCANDESCENT LIGHT NIH A SINGLE POLE WALL SMTW.
10. HELD MrALLED HEMS SUBJECT TO LOCAL APPROVAL'
A TIMM OF UNIT TO S7E
8. EIECTIMAL CONNECTION FROM POLAR SOURCE TO UNIT.
G END WALL - EXTNIOR ADNG AND f$65HLS, 2-2s6 DOOR !HEADER, %0 x
GARAGE DOOR GALV. THRESHOLD AND
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MD SHRUG
fIfID /NSTACLED CUTLERS & DOM45P01lTS STALL MEET SECTOY
EC76H
3�7
15037 OF THE fLORIDA BUILDING CODE 2010 & SECTION R3166
OF THE ROADA 814"0 CODE 2010 (RE,9DENRAL).
MMcCARTHY ENGINEERING, INC.
BARN STYLE BUILDING
STRUCTURAL CONSULTANTS wcELAND, FLORIDA
TYPICAL PORTABLE SINGLE WIDE
WITHBILT INDUSTRIES, INC.
43D5 ORANG:NDOD ORME - LAKELAND. 1L 338IS
PRONE (863) 646-9390
CERTIFICATE OF AUTHORIZATION Na 6394
AUBURNDALE FLORIDA •
veaxvr Na 12004 OAc. xo. S1 as 0
Wdr,a. J McCarthy P.E 24553