HomeMy WebLinkAboutSUBMITTED PAPERSIrA
OFFICE USE ONLY:
Date:
Fee Due:
Reeeipt#
Permit #'
PLANNING & DEVELOPMENT SERVICES 8 C
'COUNTYBUILDING
& CODE REGULATION DIVISION
A NNE ri
2300 Virginia Avenue
It Pierce, FL 34982-5652 Cie BOG
772-462-1553 17(jr
APPLICATION FOR ALUMINUM STRUCTURES PERMIT
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCD
,
PROJECT INFORMATION �®
�
St. COCjE
�:
1. LOCATION/SITE ADDRESS: l® �u4�r4 r'y✓\Cd u4 v4 � OUnt'k
A
2. PROJECT NAME: l�gj,aLw ILLS 'L SITE `1'IAN NAME:
3. PROPERTY TAX ID #:
4. 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: y BACK i RIGHT SIDE: (rLEFT SIDE: "J\
S. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR.EACH AND EVERY TYPtOF STRUCTURE)
N =
SG
SQUARE FEET OF
TYPE OF CONSTRUCTION
A,= Addition
SR Raised Slab._
DIMENSIONS ,CONSTRUCTION
R = Rebuild
WD =. Wood Deck -.:...
14 SCREEN ROOM
❑ `NEW EXISTING "
X<
j w
CARPORTIPATIO ROOF
;Q NEW EXISTING
/ X l �j
�;
❑ HABrrnBLE GLAss Roots •
❑ NEW CI , EXISTING,
X
❑ CAT 1, 2 OR 3 SUNROUM
❑ NEW ❑ `kEXISTING
X
❑ ALUMINUM COMP. SHED.:
❑ NEW EXISTING,
X
❑ POOL ENCLOSURE
❑ NEW ❑ EXISTING
X
M H ROOF OVER
❑ NEW V : EXISTING
X
❑ ROOF SYSTEM OVER
❑ NEW C❑ EXISTING
X
BXi MOACCESSORY STRUCTURE
❑ OTHER:
❑ 'NEW ❑ 1 EXISTING
X
❑ ALUM POOL FENCE
Linear feet
TOTALSQUARE FOOTAGE OF CONSTRUCTION
Q
9. VALUE OF CONSTRUCTION: $n��
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.04,2 2010
OWNER IN'00Ri-A10,14"
NAME: a,--?
ADDRESS:
CITY:--'�A (,LA-6 C, STATE: f=(-, zip
PHONE (DAYTIME): C772 �O'Z-S-z55-/3 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):
CONTRACTOR INFORMATION
L-(!, 51e ;2qc/q
STATE OF FLORIDA REGJCERT #: '5 C9 ST. LUCIE COUNTY CERT #:
'�'
BUSINESS NAME: 10'0 CA -VI-)
QUALIFIER'S NAME 'N CGS
ADDRESS: aq
CITY: Pf -6)(-ekfJ STATE: ZIP 3 qq<2) -z—
1v FAX NO.
PHONE (DAYTIME):
C
ARCHITECT/ENGINEER:
ADDRESS: L)
CITY: 0--IFeby- I�Aftj/- STATE: Pt' ZIP -5
PHONE (DAYTIME): -30
NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING,
AND HVAC.
ZONING REQUIREMENTS
All s h structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE.
'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
111 inspection verification. not requiredforconstruction unrelated to storms)
OFFICE.
SECTION
TOWNSHIP
RANGE
MAP NO.
Additional
ZONING
LAND USE
LOT CVG %
Permits
Re aired
REPORT
BRM-.FEE
NSC FEES_
TOTAL FEES
CODE
.0
FRONT
PLANS
VALUE OF CONSTRUCTION
REVIEW
COUNTER
ZONING
SUPERVISOR
EXAMINER
VEGETATION
USING ICC TABLE
DATE
C'
I I bxb
If
INITIALS
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 MAKE A GOOD FAITH PROMISE TO
DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE 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 existing 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
exceed the footprint of the structure that was in existence prior to removal by the storms.
OWNER OR CONTRACTOR SIGNATURE CONTRACTOR SIGNATURE
STATE OF FLORID
COUNTY OF ��-� L( ^�
The foregoing instrument was acknowledged before me
me thins B day of _ !J fi .,VL4 "V , 20_1q_,
by ),+—t'X1 G9 ). U/F,&-4A c1S C,
who is personally known to me, or who has
produced JJ 9 t Ut n S (—I G e-)'J'r -
as identification.
Signature
IMPORTANT NOTICES:
• TWO (2) SIGNA
BUILDING PER]
LISTED ON Tf
AFFIDAVIT.
DOROTHY ANN BASKIN
Notary Public - State of Ronda
My Comm. Expires Oct 2, 2016
STATE OF FLORIDjk
COUNTY OF , t, C,�tO,
The foregoing instrument was acknowledged before me
me this A; day of �I`l NURwy , 20
by
who is personally known to me, or who has
produced -DR t 1 ergs 6 G E:,id E
as identification.
of Notary i�;v0'Pi.�N4+��_ DOROTHY ANN BASKIN
# _ Notary Public - State of Florida
-' + . •? My Comm. Expires Oct 2, 2016
IE MUST B t"' E%fld1F..... hYV
ER MUST P TEE
SIGN THIS APPLICATION & THE
• ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR
STAMPED REPRODUCTIONS ARE PROHIBITED.
• WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER
NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN
ADDITIONAL FEE WILL BE CHARGED.
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Florae About This Site Lat/Long Finder belated Resources Sponsors About ATC Contact
Search Results
Latitude: 27.3182
Longitude:-80.3073
ASCE 7-10 Wind Speeds
(3-sec peak gust MPH*):
Risk Category I: 148
Risk Category II: 160
Risk Category III -IV: 171
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
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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.
Sponsored by the ATC Endowment Fund • Aoolied Technology Council • 201 Redwood Shores Parkway, Suite 240 • Redwood City, California 94065 • (650) 595-1542
http://Www. atcouncil.orglwindspeedlindex.php?option=com_content&view=article&id=1... 10/15/2013
JOSEPH E. SMITH, CLERK OF 'CIRCUIT COURT - SAINT LUCIE.COUNTY�
FILE H 3850210 OR BOOK 35s� PAGE 2549, Recorded 06/28/2013 at 11:d'J AM
PERMIT NUMBER: ihi;.il.::,v it �,. t,.W I�•. ... .; :In•a:�:::•
r NOTICE OF COMMENCEMENT
The undersigned hereby given notice that improvement will be made to certain real property, and in accord ante wdh Chapter 713.
Florida statutes the following information is provided in the Notice of commencement.
I. DESCRSPTtfa'N OF PROPERTY I'Le.gal description and street address) TAX FOLIO NUMBER; 3.4 7 4 — S 0 1 — 1 7 01 —0009
SUB1fYI AS10NSpanish
1,BL;bCK TRACT .LOT BLDG UNIT
�p A�Qc��Q LQt 2 Section 26, Town'shio 36s Ranoe 40F.
2. GENERAL DESCRIPTION OF XMPROVEM ENT, Replacement of Mobile Home
3. OWNER INFORMATION: a. Namcsl3rri nP B - i 1 ,i i nq r" r a F "
b.Address 8000 S- US1, Suite 402, PSL, FL 34952 C.interest inpropeny
d. Name and address of fee simple titleholder (if other than owner)__,
4. CO TRACTOR'S NAME. ADDRESS AND PHONE NUMBER:��L�S `l�$�.L� %I `-S
��o �r�a�.a o -:tZ •" �2.-0cce • �`l�l�q 4
5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT:
6. LENDER'S NAME, ADDRESS AND PHONE NUMBER:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as peov.cicd by
Section 713.J3 (1)(a) 7. Florida Swtutm
NAnaE.AODRESSAr10PHor(ENUMMER:Doug ,Brantley 1 'Silver Oak Dr_. PSL, FL- 201-8418
8 to addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section
313.13 (1)(b), Florida Statutes:
NAME. A00R.ESS ANO PTIONE NUMBER:
9 Expiration date of notice of commencement (the eapiralion date is I year from the date of recording unless a different date :s
specified) , 20_.
Matthew Lyle Wynne, Vice—Erga,rlent
Signature of Owner or Print Name and Provide Signatory's'0l100115cc
0—cr's Authotiud OlGcer/Dircctor/Partner/Manager
State of Florida
Coantyof_Sr I.nr•ie
The foregoing instrument was acknowledged before me this day of �G/ .vim` . 2013
By Matthew Lyle Wynne as VI C-E PR ESIbc?Ii
(Namc of person) (Type of authority... e.g. Owner, officer, trustee, m1onrey in fact)
For Wynne Building Corporation
(Name of pang on behalf of whom instrument was execu(ed) Personally Known —Zor produced the following type of 11)
DMOTHY AINN OASKIN
1C o fl t Y %4 nnu /� Mo1+l'IIrYe 8W111 of �ie>tlh
(Printed Namc of Notary Public) (Signature of &tary Public) lP:i•a14W 162a
Under penalties of perjury, .1 declare that I have read the foregoing and that the facts to 1( are true to the b-cS1 d y n
belief (section 92.525. Florida Statutes).
Signature(s) of er(s Owncr(s)' Authori Officer/Director/Partncr/Managcr who signer) -above:
By: By
R,- OagOn0011aam06,1
STATE 00 FLORIDA
ST, LUCIE COUNTY
THIS ISTO CERTIFY THATTHIS IF'
JTRUEANDRRFCTCOPYOFTH
11 I i Fi. ^ _aRK
Date.--- 53�1'�� 2Q13
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CONTRACTOR: TRI-COUNTY ALUMINUM, INC.
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: Vu- =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
Foundation Design
resist the loads imposed upon the existing slab by the proposed
construction if the existing slab is a minimum of 4" thick and in sound
condition, free from structural cracking, spalling, or other deterioration.
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 ofthe
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 Architecture & 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 1,- 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 A185
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 (kickplates) shall be an
industry standard of 0.024 inches.
9. All flashing and weatherproofing shall be provided by the contractor.
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
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10/23/13
REVISION
SHEET NO:
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ALUMINUM MEMBERS DIMENSIONS
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HOLLOW SECTIONS
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2 x 2: 2" x 2" x 0.046"
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2x4: 2"x4' x0.050"
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(2)
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SCREW ANCHORS I I
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(3" CONC. EMBED)
1
2 x 4 SMB: 2" x 4" x 0.044" x 0.100"
(2) 3/8" DIA. CONCRETE
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2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
SCREW ANCHORS
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2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
(3" CONC. EMBED)
3" x 3" x 1/8" EXTRUDED
1" x 2" OB W/ 1/4" CONCRETE
SCREW ANCHOR 6"
INTERNAL/EXTERNAL
3" x 3" x 1/e" EXTRUDED
Z W
2 x 7 SMB: 2" x 7" x 0.057" x 0.120"
POST BASE Wl (2) 3/6"
FROM UPRIGHT & @
POST BASE W/ (2) 3/8"
d i
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
DIA. THRU BOLTS
24" O.C. (MIN. 3" EMBED.)
DIA. THRU BOLTS
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2x9SMB: 2"x9"x0.072"x0.124"
w rn
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
i
MINIMUM FASTENER EDGE DISTANCE: 1/2"
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MINIMUM FASTENER SPACING: 3/4"
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CONCRETE SCREW ANCHOR:
a ,�
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SIMPSON TITEN HD OR EQUIVALENT
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SHEET METAL SCREWS (SMS):
H O
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B 3" x 3" POST TO CONCRETE CONNECTION DETAIL
B'l 3" x 3" POST TO CONCRETE CONNECTION DETAIL
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BUILDING/`
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2" x 3" ♦ ♦ I
KNEE BRACE `♦ I
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I UPRIGHT
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(2) 3/8" DIA. I
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THRU BOLTS
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THRU BOLTS
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1"x2VINx1"xNNEL
DRAWN BY
j 1
RECEIVING CHANNEL I I
2"x SMB
3"x3' POST
j
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W/ (3) #12 x 3/4" SMS I
SA
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EA. FACE & (3) #12 x I
I
DATE DRAWN
3" x 3" x 0.093"
I I ,„f ,/ /
3/4" INTO POST I I
POST
— —
I
I
10/23/13
REVISION
S-, RISER PAN TO POST 4TH WALL DETAIL
S'2 KNEE BRACE CONNECTION DETAIL
O2 -
S RISER PAN ROOF TO POST CONNECTION
A_2
SCALE: NTS
A_2 SCALE: NTS
NO:
A-2
SCALE: NTS
SHEET
A-2