HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY: 7
Date: %,�_ �%, / Fee Due: Receipt# ,, Permit #
PLANNING AND DEVELOPMENT SERVICES DEPARTMENT
- Building and Code Regulations Division
2300 Virginia Avenue N60
Ft. Pierce, FL 34982-5652
772-462-1553
Application for Aluminum Structure Permit 'SC
IVeD
All information must be complete and filled in to be accepted. B y
PROJECT INFORMATION St �Ucie COurlty
1. LOCATION/SITE ADDRESS: q 0.2 ra iA An dir-) cjg n ,-- ---
2.
3.
4.
PROJECT NAME:
SITE PLAN NAME:
PROPERTY TAX ID #:
LEGAL DESCRIPTION (attach extra sheets if necessary):
5. PLAT BK PAGE BLOCK LOT
6. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS
7. SETBACKS (ACTUAL) FRONT: BAC� RIGHTS E: LEFT SIDE:
8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE)
N ew
S — lab on Gra
SQUARE FEET OF
TYPE OF CONSTRUCTION
A = I ion
SR = Raised Slab
DIMENSIONS
CONSTRUCTION
R = Rebuild
WD = Wood Deck 't IN
SCREEN ROOM
" . NEW STING
I @L X f
l
CARPORT/PATIO ROOF
= NEW El EXISTING
/ 61 X a
3
❑ HABITABLE GLASS ROOM
❑ NEW ❑ EXISTING
X
❑ CAT 1, 2 OR 3
❑ NEW ❑ EXISTING
X
SUNROOM
❑ ALUMINUM COMP.
❑ NEW ❑ EXISTING
X
SHED
❑ POOL ENCLOSURE
❑ NEW ❑ EXISTING
X
❑ M H ROOF OVER
❑ NEW ❑ EXISTING
X
❑ ROOF SYSTEM OVER
❑ NEW ❑ EXISTING
X
EXISTING ACCESSORY
STRUCTURE
❑ OTHER
❑ NEW ❑ EXISTING
X
Linear
❑ ALUM POOL FENCE
feet
TOTAL SQUARE FOOTAGE OF CONSTRUCTION
—?a
9. VALUE OF CONSTRUCTION: $�
The value of construction is used to determine the amount of permit fees to be assessed. 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 activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted
PRIOR TO FIRST INSPECTION.
SLCCDV Form No.: 001-02 Rev 0410612011
OWNER INFORMATION
NAME
ADD S cJ • 1A S
CITY:L LC.i C- STATE: ZIP
PHONE (DAYTIME): 7 7 `.Z , ;-d - 5513 EMAIL:
FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM
THE OWNER LISTED ABOVE:
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY: STATE: ZIP
PHONE (DAYTIME): (_ J
CONTRACTOR INFORMATION /�� /� �j
5 Xc °z ��%
STATE OF FLORIDA REGJCERT #: t—C., } ST. LUCIE COUNTY CERT #: c
BUSINESS NAME: 1 =A-,
QUALIFIER'S NAME: { e�5
ADDRESS: c
�� ' Q r STATE: L ZIP �( / cTz z-
CITY: Ar _
11 /J ' 7139AX NO. 7 7-,2- q email: � � �Ct� ` �p
PHONE (DAYTIME): t
C-25i A
ARCHITECT/ENGINEER
ADDRESS: 1 3 (D 3 A
CITY: L U STATE: ` 21P (P
PHONE (DAYTIME): 2 5 00'J q 0 CYD
NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING,
AND HVAC
ZONING REQUIREMENTS
All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE.
❑ 2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks
including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan.
❑ 2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for
inspection verification. ( not required for construction unrelated to storms)
-OFFICK USE -ONLY -
SECTION
TOWNSHIP
RANGE
MAP NO.
Additional
ZONING
LAND USE
LOT CVG %
Permits
REPORT
CODE
p
/o
BIMS FEE
$
MISC FEES
$
TOTAL FEES
FRONT
PLANS
VALUE OF CONSTRUCTION
REVIEW
COUNTER
ZONING
SUPERVISOR
EXAMINER
VEGETATION
USING ICC TABLE
DATE
COMPLETE
P
INITIALS
J
ICc
CERTIFICATION:
This application is hereby made in order to obtain a permit to do the work and installations as indicated, and to obtain a
certificate of capacity, if applicable, for the permitted work
NOTICE TO OWNER: Failure to record a Notice of Commencement may result in you 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.
NOTICE TO APPLICANT: In the event it is not your right Title or Interest that is subject to Attachment, the Applicant does
hereby mace a Good Faith Promise to deliver a copy of the attached Construction Lien Law to
the person whose property is subject to Attachment and does so as a Condition Precedent to this
Permit.
1. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify
that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind
zones established by the county and take full responsibility for complying with the submitted design of the structure being
permitted.
2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the
issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and
zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not
otherwise included with this building permit application.
3. I , the Contractor / Owner Builder, have verified that the eydsting foundation meets the requirements of the Engineer of
Record and is in adequate condition to withstand the uplift and weight of the aluminum structure and said structure will not
e d the footprint of the structure that was in eidstence prior to removal by the storms.
-UA,u--50� W" I � �. I a.
O OR CONTRA OR SIGNATURE CONTRACTOR IG TURE
STATE OF FLORIDA, /
COUNTY OF ETA
The foregoing instrument was acknowledged before me
me this o27 day of ►� /4 `l/ , 20 / Y
by&ALG[< )4Vc0 DIFXANCcsco ,
who is personally known to me, or who has
produced 1>g l V r7LS t t C -W SG
as identification.
Signature of Notary
IMPORTANT NOTICE:
STATE OF FLORIDA
COUNTY OF 5-r; r , C _
the foregoing instrument was acknowledged before me
me this ,27day of Y71 A i , 201 S/ ,
by PA--,Q(GK DAV to 1 /Fi2.4NClS
who is personally known (_) to me, or who has
produced 7DjP- i vEx-& 6 C FTt r E
as identification.
R THY ANN BASKIN Signature
Notary Public - State of Florida
My Comm. Expires Oct 2, 2016
Commission # FF 015226
If a contractor is acting a tti rou n tonal Notary Assn.
e required.
If applying for the Building error as an owner builder, the owner shall
application and the Owner Builder Affidavit.
(Seal)
DOROTHY ANN BA—
SKI
Notary Public - State of Florida
My Comm. Expires Oct 2. 2016
All signatures on this Application when submitted shall be original and signed in ink. Copies, Faxes, or
Stamped Reproductions are prohibited.
Assn.
When a Permit is ready for issuance but is not picked up within Thirty (30) Days after Notification of
Availability, it will be Voided. If the application is resubmitted, an additional fee will be charged.
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_ .._. ...... .... _._ ....... _._ ..._ .... . _........ ..
Search Results
Latitude: 27.3185
Longitude:-80.3048
ASCE 7-10 Wind Speeds
(3-sec peak gust MPH*):
Risk Category I: 148
Risk Category It: 160
Risk Category III -IV: 172
MRI** 10 Year: 88
MRI** 25 Year: 107
MRI** 50 Year: 120
MRI** 100 Year: 131
ASCE 7-05: 140
ASCE 7-93: 100
`MPH(Miles per hour)
"MRI Mean Recurrence Interval (years)
Users should consult with local building officials
to determine if there are community -specific wind speed
requirements that govern.
Download a PDF of your results
M
—I Print your results
WIND SPEED WEB SITE DISCLAIMER:
While the information presented on this web site is believed to be correct, ATC assumes no responsibility or
liability for its accuracy. The material presented in the wind speed report should not be used or relied upon for
any specific application without competent examination and verification' of its accuracy, suitability and
applicability by engineers or other licensed professionals. ATC does not intend that the use of this information
replace the sound judgment of such competent professionals, having experience and knowledge in the field of
practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the
results of the wind speed report provided by this web site. Users of the information from this web site assume all
liability arising from such use. Use of the output of this web site does not imply approval by the governing
building code bodies responsible for building code approval and interpretation for the building site(s) described
by latitude/longitude location in the wind speed report.
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http://windspeed.atcouncil.org/index.php?option=corn content&viev--article&id=10&dec=... 5/9/2014
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ST. LUCIE COUNTY
BUILDING & ZONING
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
772-462-1553
FILLED LANDS AFFIDAVIT
1, the undersigned, am the owner of the following described property.-\-\
Part of 3414-501-1701-000/9; Section 26, Township 36s & Range 40E
(Tax ID/Legal description/Address)
for which I have applied to St. Lucie County for a Final Development Perrn..it. In accepti.n.g
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 ne.ithe.r obliged
nor liable to provide for, or maintain in any form, adequate drainage off my property which
will not adversely affect the immediate community.
Matthew Lvle Wvnne
Property Owner Name
STATE OF FLORMA, COUNTY OF S t. L u c i e
ACKNOWLEDGED BEFORE ME THIS '�� DAY OFV 20
BY Matthew Lyle Wynne ISPERSONALLYKNOWN TO R
Date
WHO HAS PRODUCED
AS IDENTIFICATION.
r--
SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY
(SGAQ
NOTARY PUBLIC TITLE COMMISSION NUMBER
SUSAN MAGEE
* *_ MY COMMISSION # EE 037206
rbP EXPIRES: February23 2015
''n,,y;; ty, • sonded Thru Notary Public Underwriters
JOSEPH E. SMITH, CLERK OF I :IRCUIT COURT - SAINT LUCIE COUNTY
FILE # 3918260 OR BOOK 359"--`?AGE 251, Recorded 01/24/2014 at 10.'i CAM
s�
l
is
1,., .... .n.di,v: .,,�•• J
PERMIT NUMBER:
r NOTICE OF COMMENCEMENT
The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713,
statutes the following infor,mation is provided in the Notice of commencement.
IFlonda
llcgal description and street address) TAX FOLIO NUMBER' 3,9_1-9 —4(11 —1 701 —0009
4
(�
I D£SCRD'TIn'N OF PROPERZZ
SUBDMSION $parlishBiOC►C TRACT LOT BLDG UNIT
pa^^p 40�
Section 26r Tounshio 36s
1
� Re lacement of Mobile Home
2 GENERAL DESCWPTION OF IMPROVEMENT: P
J
3.OWNER V9FORMATION: a.Namc
8000 S. USlr Suite 402r PSL FL 34952 c InlereslinpropcnY
b Address
i.
d Name and address of fee simple titleholder (if other than owner)__— •-
i'
4• CONTRACTOR'S NAME. ADDRESS AND PHONE NUMBER:
5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT:
}
6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: '
i
7 Persons within the Stale of Florida designated by Owner upon whom notices or other documents may be served as pro viticst by
Section 713.13 (1)(a) 7.. Florida Statutes.
Doug .Brantley 1 Silver Oak Dr. PSL, FL. 201-8418
NAME. ADDRESS AND PHONE NUMBER:
.I
8 .In addition to himself or herself. Owner designates the following to receive a copy of the Lienor's Notice as provided ,I Section
{
713 13 (1)(b). Florida Statutes:
NAMI. ADDRESS AND PHONE NUMBER:
i
1
9 Expiration dart of notice of commencement (the expiration date i; I year from the date of recording unless a different date is
t
spcuGed) •�0=
1
wnRNWG 70 OwNCR ANY PAYMENTS MADE BY THE OWNER AF71:R THE EXPIRATION OF THE NO'I'10E Or COMMENCEM ENT
51ATUTEe. ANO CAN RESLL7
t
R N tP R PAYMENTS UNDER CHAPTER 711 PART I SECTION 711.11. FLOR(DA
Y PA 1 1 V M T R TY A NOTICE F M M 1`4T M T ' R N
'H
P TH n TH Y N TA F N N T V OUR
)
ND ATT N F RE C MMEN W REC DIN •Y N F M 'N MF
1
Matthew Lyle Wynne, V'-LCPQ1.de11t
1
Signature of Owner or Print Name and Provide Signatm'y's •fnlc/OM1cc
f
Owner's Au[horiud OlL cer/Direclor/Partner/Manager
i
State of Florida
County of _e r T. u r i e
/ VT L/
The foregoing instrument .vas acknowledged before me this day of 20
1 cc--to/RESytoawr
By Matthew Lyle Wynne alt
rael)
(
(Name of person) (Type or authority,..e.g Owner, offieu', trustee, attorney in
i
For Wynne Building Corporation
Known �or the following tppC of I'0
i
(Name of party on behalf of whom instrument was executed) Personally produced
ji
DOIlOiMY AIMI IAIKM
• sw. W Nona
Till.;
1
(7,4SK! My"
V�r2a`f}� N rs� m Comm. Ezpin.Oet 2. 0016
(Printed Name of Notory Public) (Signature a nary Public) v wT� Commlt3lon J FF 016226
n
"�Of• �1•:�^+••' •M naA N.illanal Yr es n
best U..011 i:sla t�[dge.�µt
"
Under penalties of perjury. I declare that I have read the foregoing and that the facts in it•Uc-h ie ao the
)'
belief (section 92 525. Florida Statutes).
i�
Signatures) o n or Owner(s)' Autho ed Officer/Director/Partncr/MRnager who signed abO vC.
By. By
.�
Ra. owatoona..ao,,,p
"TATE OF FLORIDA
.. T. LUCIE COUNTY
�!41S IS TO CERTIFY THAT THIS IS A
RUE AND CO': RECTCOPYOFTHE
OPIGINA. — A
H E. SMITH, CLER
By:
Date:
MIN, SETBACK NEG.
FRONT jO
SIDES 2
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CNR SIDES %—
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ZNG. iZ1
TECH.
_r
1
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THEIR
6 u � VJIT i THE FLORIDA
BUILDING, CODE,
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
SFD `NARK
TFIESE PLANS A^tD AL4. PRQ �CTiDFdS ..
5Ut3JGCT °Cn APdV COF��
Rt.QL31RED pV `Ir R 1N O DER o af
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DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
1. The 2010 Florida Building Code. specifically Chapter 16 Structural Design,
Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the
Aluminum Design Manual prepared by The Aluminum Association, Inc.
Washington, D.C., 2005 Edition
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5:
Risk Category 1.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic
Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind
Speed: Vuir =150 MPH, VAsD =116 MPH
3. Exposure Category, Paragraph 1609.4.3: Exposure B
4. Building Category for Aluminum Structures, Paragraph 2002.6:
Building Category 1- Screen Room / Patio Cover: Non -Habitable,
Unconditioned
concrete
Of
free
Roof Type
• Roof Type: MONOSLOPE
• Roof Material: 3" x 12" x 0.030" Metals USA Riser Panel,
Florida Product Approval Number FL 1779-R3.
Specifications
The following specifications are applicable to this project:
1. All work shall be in accordance with the Florida Building Code, 2010
Edition, and any other applicable local codes and regulations.
2. The minimum wall thickness of aluminum extrusions shall be in accordance
with the Florida Building Code, 2010 Edition and the 2005 Edition of the
Aluminum Association Manual, but not less than 0.040 inches.
3. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues,
no manufacturer substitution is acceptable without the specific written,
signed and sealed authorization of Suncoast Aluminum Engineering, LLC.
4. Screen Material: Design based on 18/14 or 20/20 Better View. Any other
material must be approved.
5. Fasteners are required to be SAE Grade 5 or better zinc plated.
6. All Self Mating Beam Sections are to be stitched with either #14. screws 6" .
from ends and 24" center to center or # 12 screws 6" from ends and 12"
center to center.
7. Where concrete specifications are required, whether in the screen enclosure
scope or not, by one or more regulatory agency, the following specifications
are applicable:
a. Concrete shall conform to ASTM C94 for the following components:
i. Portland Cement Type I, ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining +/- 1% - ASTM C 260
iv.Water reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric - ASTM Al85
c. Concrete slump at discharge chute not less than 3" or more than 5".
Water added after batching is not permitted.
d. Prepare and place concrete per American Concrete Institute Manual
of Standard Practice, Parts 1, 2, and 3 including hot weather
recommendations.
e. Moist cure or polyethylene curing permitted.
f. Prior to placing concrete, treat the entire subsurface area for termites
in compliance with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
h. All aluminum components embedded within concrete shall be coated
with a bituminous paint or epoxy.
8. The minimum nominal thickness of protector panels (ldckplates) shall be an
industry standard of 0.024 inches.
9. All flashing and weatherproofing shall be provided by the contractor.
10. Door location shall be determined by contractor in the field.
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CONCEALED FASTENERS OR ATTACHMENTS
ARE -THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
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CONCEALED FASTENERS OR ATTACHMENTS
ARE -THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
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ST. LUCID COUNTY
BUILDING DIVISION
REVIEWED
FOR CO WCE
REVIEWED BY
DATE r
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
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DATE DRAWN
05/08/14
REVISION
SHEET NO:
A-1
SHEET NO:
A-1
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ALUTAIINUM MEMBER�VIENSIONS
HOLLOW SECTIONS
2x2: 2"x2"x0.046'
2 x 3: 2" x 3" x 0.050"
2x4:2"x4"x0.050"
2x5: 2"x5"x0.050"
OPEN BACK SECTIONS
1x2: 1"x2x0.040"
1 x 3: 1" x 3" x 0.045"
SNAP SECTIONS
2 x 2 Snap: 2" x 2" x 0.045"
2 x 3 Snap: 2" x 3" x 0.050"
2 x 4 Snap: 2" x 4" x 0.045"
SELF MATING (SMB)
2x4SMI3: 2" x 4" x 0.044" x 0.100"
2 x 5 SNM: 2" x 5" x 0.050" x 0.100"
2X6ShM: 2"x6"x0.050"x0.120"
2 x 7 SMB: 2" x 7" x 0.057" x 0.120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
MINIMUM FASTENER EDGE DISTANCE: 1/2"
MINIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SIMPSON TITEN HD OR EQUIVALENT
SHEET METAL SCREWS (SMS):
ITW / BUILDEX OR EQUIVALENT
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONS[D1111YOFTHE
CONTRACTOR OF RECORD
C Aft PlA S
v y
li
F I L L
1 1
3" x 3" x 0.09T
POST
(2) 3/8" DIA. CONCRETE
SCREWANCHORS
(3" CONC. EMBED)
(2) 3/8" DIA. CONCRETE
SCREWANCHORS
(3" CONC. EMBED)
1" x 2" OB W/ 1/4" CONCRETE
I (
INTERNAL/EXTERNAL
SCREW ANCHOR 8"
3" x 3" x 1/8" EXTRUDED
FROM UPRIGHT & @
POST BASE W/ (2) 3/8"
24" O.C. (MIN. 3" EMBED.)1
DIA. THRU BOLTS
B 3" x 3" POST TO CONCRETE CONNECTION DETAIL
A_2 SCALE: NTS
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY COPIRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APF LICAI3LE 00=13.
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A_2 SCALE: NTS
CHAIR RAIL MEMBER
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ANGLE W/
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C PURLIN OR GIRT TO BEAM OR POST DETAIL
A_2 SCALE: NTS
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DATE DRAWN
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SHEETNO:
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DATE DRAWN
05/08/14
rS--3�cOMPOSITE
REVISION
rS--4NISER TO CORNER POST 4TH WALL DETAIL
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PANEL
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RISER PAN TO POST 0— 4TH WALL DETAIL
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SHEET NO:
A-3
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ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
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MAY BE NECESSARY IN ORDER TO
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DRAWN BY
EB
DATE DRAWN
05/08/14
REVISION
SHEET NO:
A-4