HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY:
Date:
Fee Due:
Receip t#
Permit #
PLANNING & DEVELOPM[ENT SERVICES
SCANNED
COUNTY BUILDING & CODE REGULATION DIVISION
-R 1 2300 Virginia Avenue BY
Ft. Pierce, FL 34982-5652 St. LUC 'a
772-462-1553 COunty
APPLICATION FOR ALUMENUM STRUCTURES PERMIT
ALL MO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PROJECT INFORMATION
I. LOCATION/SITE ADDRESS: A"I t4 Lip A
2. PROJECT NAME: -spay" ('s" Cyz-k--es SITE PLAN NAME:
3. PROPERTY TAX ID #:��
4. LEGAL DESCRIPTION (attach extra sheets if -necessary):
5. PLATBK PAGE. BLOCK LOT.
6. PARCEL SIZE: ACRES/SQ FT. LQT DIMENSIONS
7. SETBACKS (ACTUAL) -FRONT: CQ—t�Fr BACK: 3,-a—/(jRIGHT SIDE: a(Z) LEFT SIDE:
BOXES AND
8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE FOR EACH EVERY TYPROF STRUCTURE)
TYPE OF CONSTRUCTION
W ion
SR ----- Raised ,Slab-
DIMENSIONS
SQUARE FEET OF
CONSTRUCTION
R =Rebuild.
WD.-=,Wood Deck
SCREEN ROOM
X
G1 NO
CARPORT/PATIO ROOF--:
STING
-
X'
00,
❑ HABITABLE GLASS Room
NEW EXISTING,
X
CAT I,20R.3SUNROOM"EXISTING
X
-0
❑ ALUMINUM COMP. SHED .
NEW EXISTING
X
❑ POOL ENCLOSURE
❑ NEW 'UEXISTING
X
MHROOF OVER
-
NE 0 EXISTING
X
❑ ROOF SYSTEM OVER
I ,EXISTING
❑ NEW ❑
X
EXISTING ACCESSORY STRUCTURE
❑ OTHER:
EXISTING
X
0 ALUM POOL FENCE
Linear feet
TOTAL SQDARE FOOTAGE OF CONSTRUCTION
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.M&2010
OWNER INFORMATION
NAME: �Q
ADDRESS:
CITY: --', A • (,LA-6 C_ STATE: zip
PHoNE(DAYTIME):(77Y_ EMAIL:
FELL 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):
CONTRACTORINFORMATION
5 Lie, 'ST. sle 2 qclv
STATE OF FLORIDA R8G./CERT #: C2T LUCIE COUNTY CERT #:
__rA BUSINESS NAME: (A_e_)40 Y) (-x 0`1
QUALIFIER'S NAME: k 'vcc"'n ce-5
ADDRESS: DO
CITY: STATE: 21P S q
'PHONE (DAYTIME): 1iv - VAX NO. ema1l:_N,5n0dJ � !/a/7C>e,
A
-')I
ARCHITECT/ENGINEER. t
ADDRESS: 13(0 3(5 AL 4 -r- I
P"t _
CITY: OlFeJaY_ W__ - Of C k_ STATE: ZIP
PHONE (DAYTIME):
NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING,
AND UVAC
ZONING -REQUIREMENTS
All Uch structures will be subject to the requirements of the ST. LUCIE. COUNTY LAND DEVELOPMENT CODE.
2 =d plot plans showing size, dimensions of existing host structure and propose - d alumm*04ition.,All setbacks
including front, side, rear and distance between adjacent property I structures in MH Parks shall be indicated on the plot plan.
i
2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for
.
inspection verification. not requi -red-for eo'nstruction unrelated to storms)
bn!U. USE ONLY-
SECTION
TOWNSHIP
RANGE
MAP NO.
Additional
ZONING
LAND USE
LOT CVG %
Permits
Required
REPORT
`71
BIMS. FEE
MISC FEES
$
TOTAL FEES
CODE
-4 A,
FRONT
PLANS
VALUE OF CONSTRUCTION
REVIEW
COUNTER
ZONING
SUPERVISOR
EXAMINER
VEGETATION
USINGICS.TABLE
col
INITIALS
, C,6r?
1' . " tE
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.
pc't��f lot p6kac�
OWNER OR CO T TOR SIGNATURE CONTRACTOR SIGNATU
STATE OF FLORID iA
COUNTY OF `►-o CV C-1, -,e--
The foregoing instrument was acknowledged before me
me this /3 day of J;J-rg u d2L,1 , 20 t'i
by )0,4 r Q t c,Cc - 1) . _D/ FAA tides w
who is personally known to me, or who has
produced
as identification.
STATE OF FLORID
COUNTY OF �+, QU C(
The foregoing instrument was acknowledged before me
me this day of :64 N tr49- y , 20 / 01 ,
by f A7-RtCte— I>. 6-,crrgNce-sc o
who is personally known to me, or who has
produced � A l wne-4 G( c- 6:ws C ,
as identification.
gn p;1'�-<: Signature of Notary �.``� "DOROTHY ANN
Signature ofNota DOROTNY ANN BASKIN � �� ,�
'rotary Pt* k - Stats of Florida +° t+ Rotary Public - State of Florida
' M.N.arom. s Oct 2, 2016 M Comm.
IMPORTANT NOTICES: = • . [*s Y Expires Oct 2. 2016
N.� (:,;mm«sion # fF 015226,E Commission # FF 015226
• TWO (2) SIGN ;, 'kE0ffiQUJREIX"MW1M ff ATURE MUST BE �D. BLgKl lstfal ylaw
BUILDING PE iT-1Et)ER, T OWNER MUST PE LAlr,
LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNER/BLDR
AFFIDAVIT.
• 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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Search Results
Latitude: 27.3170
Longitude:-80.3047
ASCE 7-10 Wind Speeds
(3-sec peak gust MPH*):
Risk Category I: 148
Risk Category II: 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.
rei Download a PDF of your results
M
E—ZO 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 - Applied Technology Council - 201 Redwood Shores Parkway, Suite 240 - Redwood City, California 94065 - (650) 595-1542
http : //www. atcouncil . orglwi ndspe ed/index. php? opti on=com_content&vi ew=article&i d=10... 12/6/2013
JOSEPH E. SMITH, CLERK' IrHE CIRCUIT COURT - SAINT LUCIE COU,
FILE # 3870043 OR BOOK zi-�33 PAGE 825, Recorded 08/27/2013 at-il:07 AM
X,
AFTER RECORDING -RETURN TO-
PERM(T NUMBER: L•• flun almde k,:-st•r.¢,1h:rr.cnrdi(q:Wh-
.r J
NOTICE OF COMMENCEMENT
The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713,
Florida s(atutes (he following information is provided in the Notice of commencement.
1. DESCRIPTION OF I
Sna
(Legal desorption and street address) TAX FOLIO NUMBER:- 3 4 ] 4 — 5 01 —1 7 01 — 0 0 0 9,
2, GENERAL DES CRSPTIONOFIMPROVEMENTt -Jls'ty.i'w ---y
3. OWNER INFORMATION:-a.Name Wynne J3ui1ding rtir-poratiop
b.Addmss 8000 S_ OS1, Suite 402, PSL, FL 34952 c. interest in property
d. Name and address of fee simple titleholder (i[ other than owner)
4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation
6000 S. US1, Suite 402, PSL, FL 34952 772-978-5S13
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 provided by '
Section 713.13 (1)(9) 7., Florida Statute:
NAME, ADDRESS AND PHONE NUMBER: Doug .Brantley 1 Silver Oak Dr.. PSL, FL_ 201-8418
8, In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section
713.13 (1)(b), Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER: _
9. Expiration date of notice of commencement (the expiration dale is I year from the date of recording unless a different date is
specified) ; 20_
Matthew Lyle Wynne Vice—Prpn ident
Signature of Owner or Print Name and Provide Signatory's Title/Office
Owner's Authorized Officer/Director/Partner/Manager
Slate of Florida
County of St' _ r it r- i e Q y11- ,/
The foregoing instrument was acknowledged before me this ..._1_Lday of Au &4, S'T .20 % A
By Matthew Lyle Wynne as IlfGE f RE5/Dc-� T-
(Name of person) (Type of authority ... e.g: Owner, officer, trustee, attorney in fact)
For Wynne Building Corporation
(Name of party on behalf of whom instrument was executed) Personally Known 1-1,orproduecd the Iollowin ly a oLID:
,-)aye OL-71211_y Nn1 i314SK.ev r7��Il+YMO�ZwM
(Printed Name of Notary Public) (Signature of Not ublie)
1'wrw 1 K�1
' ,DatIMtIIMtItM .
Under penalties of perjury, I declare that 1 have read the foregoing and that the facts in it are true to the best of my"kh ve dg. an
belief (section 92.525, Florida Statutes). _
Signature Owne r Owner(s)' Authorized ffictr trecloAPartner/Manager who signed above:
By:
By
FL., oV3ttnao7(Rfdinr)
-,WE OF FLORIDA
3T. LUCIE COUNTY
THIS 1S TO CERTIFYTHATTHIS IC A
TRUE AND CORRECT COPY OF THE
ORIGINAL. A
JOSEff - S1b91-i Fi, CLEW
Date:
33
Qcj
q tea
S�n�s�
Q-)
MIN, SETBACK REQ,
FRONT�
SIDES
CNR SIDES
REAR .7,0' en�:Zf �4��
ZNG..
TECH.
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: VuI-T =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
Existing concrete slab. No additional concrete footing or slab is required
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
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 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 hatching 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.
10'-0•
3X3X0.090+I�
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'T. LUcIE CC�,JNT�' BU1L �uNG Da�riSiOi�
RENgE«'ED FOR COI!
REVIEN�'
DATE T laj S-F BE KTET ON JOB
PLAN AN E BE 11�+>DE.
OR NO �iSi ECT1 �, `VIL
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A-3
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47H WALL 4TH WALL
47H WALL
2X6SMB 2X6SMB
EDGE BEAM [EDGE BEAM
MSMB
EDGE BEAM
I
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POST (TYP)
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BRACE (TYP) 2X3XO.D45
END BEAM
END BEAM
2X3XO.045
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o
END BEAM 3'X12'XO.030'
END BEAM
in
RISER
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EDGE BEAM
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POST BRACE (TYP)
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DATE DRAWN
12/13/13
REVISION
SHEET NO:
A-1
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2x2: 2"x2"x0.046"
2x3: 2"x3"x0.050"
2x4: 2"x4"x0.050"
2 x 5: 2" x 5" x 0.050"
OPEN BACK SECTIONS
1x2: I"x2"x0.040"
1 x3: 1"x3"x0.045"
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)
2 x 4 SMB: 2" x 4" x 0.044" x 0.100"
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
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
(2) 318" DIA. CONCRETE
SCREW ANCHORS
(3" CONC. EMBED)
1" x 2" OB W/ 1/4" CONCRETE
SCREW ANCHOR 6"
FROM UPRIGHT & @
24" O.C. (MIN. 3" EMBED.)
x 3" x 0.090"
INTERNAUEXTERNAL
3" x 3" x 1/8" EXTRUDED
POST BASE W/ (2) 318"
DIA. THRU BOLTS
B 3" x 3" POST TO CONCRETE CONNECTION DETAIL
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(3" CONC. EMBED)
3" x 3" x 1/8" EXTRUDED
POST BASE W/ (2) 3/8"
DIA. THRU BOLTS
B-1 3" x 3" POST TO CONCRETE CONNECTION DETAIL
A-2 SCALE: NTS
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CHAIR RAIL MEME
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(2) #14 x t
EACH
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DATE DRAWN
12/13/13
REVISION
i -
SHEET NO:
A-2
Y
(4/
NEOPRENE FACED
99+tg'
WASHER EA. PANEL
{�
3" x 0.040" ALUM
.'
RECEIVING CHANNEL
' (�
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4
BOTTOM AS END CAP
Lu
3" RISER PANEL
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i
(4) #14 x 3/4" SMS W/
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NEOPRENE FACED
3" x 12" RISER s
2" x 3" x 0.050" TOP RAIL -
WASHER EA. PANEL
PAN PANEL
NO ANGLE REQUIRED
(4) #14 x 3/4" SMS W/
UNLESS SPLICED OR
II II
NEOPRENE FACED
CORNER - ATTACH w/ (4)
II
WASHER EA. PANEL
®PROS
#10x4"LG
II
3" x UPRIGHT
I I II
SEE_ DWG. FOR
_ —
UPRIGHT SIZE
•
2" x 3" TOP RAIL w/
I
•
3" x 0.040" ALUM •
_
(4) #10 x 4" SMS
J
3" x 12" RISER
_ _
RECEIVING CHANNEL
INTO POST
PAN PANEL
W/ #12 x 3/4" TOP AND
2" x 2" x 3" LG
2" x 2" x 3" LG
47-Tra-
3" x 0.040" ALUM I I
BOTTOM AS END CAP
1 1/8" x 2" x 3" x 0.092"ALUM
x 1/8" ANGLE
—
x 1/8" ANGLE
RECEIVING CHANNEL
W/ #12 x 3/4" TOP AND 1
(3) 3/8" DIA.
I
RECEIVING CHANNEL W/ (3)
#14 x 3/4" SMS EACH SIDE OF
BOTTOM AS END CAP
THRU BOLTS
2" x SMB
BEAM & (2) 3/8" DIA. THRU BOLTS
I I
INTO POST
3" x 3" x
(4) #10 x 3/4"
(4) #10 x 3/4"
I I
2" x SMB
POST
SMS INTO
SMS INTO
I
I I
(3) 3/8" DIA.
SCREW BOSSES I
SCREW BOSSES I 1
I
3" x 3" x 0.090"
THRU BOLTS
(2) INTO TOP RAIL
(2) INTO TOP RAIL
I
POST
(2) INTO POST I
I I I
(2) INTO POST
I I
CONNECTION AT CORNER CONNECTION AT SPLICE
I I
S_2
S-1
RISER PANEL TO CORNER
POST CONNECTION
S
RISER PAN ROOF TO
POST CONNECTION
SCALE:
NTS
2 X 3 TOP
RAIL CONNECTION TO 3 X UPRIGHT
A-3 SCALE: NTS
A-3
A-3
SCALE: NTS
F
9 IN
(4) #14 x 3/4" SMS W/
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4TH WALL DETAIL
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REVISION
S-B KNEE BRACE CONNECTION DETAIL 0
A-4 SCALE: NTS
SHEET NO:
A-4