HomeMy WebLinkAboutSUBMITTED PAPERSALL AP iPPCA�BLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: YID—pT1f SCANNED Permit Number: re—D
BY
Lucie County
Building Permit Application
Planning and Development Services
Building and (ode Regulation Division
2300 Virginia (Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X
PERMIT APPLICATION FOR: Aluminum with concrete
PROPOSED, IMPROVEMENT LOCATION:
Address: 4 JACARANDA LANE S�y�«h �._o 4, &, Jk I
Legal Descrip}yIion : ST.LUCIE GARDENS �� `Rdunoo a,
Y
Property Tax iD #: 3414-501-1701-000-9 6 0 �d�bt No.
Site Plan Na e: �-a IJM�� Block No.
Project Name:
N�
Setbacks Front 23' Back: ' 30' 4" Right Side: —4 Left Side: 12'
I- DETAILED DESCRIPTION OF WORK:
INSTALL A NEW 12 FT X 19 FT ALUMINUM CARPORT PAN ROOF, 12 FT X 20 FT SCREEN
ROOM WITH; PAN ROOF, AND A 12 FT X 13 FT BACK PATIO PAN ROOF. ALL ON EXISTING
Ec6�STRU-glION INFORMATION:
Additional Work to be gertormed under this permit — c ec a apply:
C�HVAC Gas Tank ❑Gas Piping _ Shutters Q Windows/Doors
Electric 0 Plumbing Sprinklers Generator Roof
Total Sq. Ft of Construction: 624
Cost of Consruction: $ A
S Ft. of First Floor:
Utilities:ll Sewer E]Septic Building Height:
OWNER/LESSEE:
CONTRACTOR:
Name WYNN
BUILDING CORP
Name: PATRICK DIFRANCESCO
S. US 1
Address: 8000
Company: TRI-COUNTY ALUMINUM,INC
IST'LUCIE State: FL
City: PORT
Address: 5512 SEAGRAPE DR.
Zip Code: 04951
Phone No. 7172-828-5516
Fax:
City: FORT PIERCE State: FL
Zip Code: 34982 Fax: 772-461-0993
E-Mail:
Phone No. OFFICE 772-461-0993 CELL 772-216-7780
Title Holder on next page ( if different
ner listed above)
Fill in fee simple
from the 0
E-Mail:
State or County License: 24444
If value of construction is $2500 or more, a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION:
DESIGNER/ENGINEER: _ Not Applicable
MORTGAGE COMPANY: _ Not Applicable
Name: SUNCOASTENGINEERINGLLC
Name:
Address: 13630 08TH STREET NORTH SUITE 101
Address:
City: CLEARWATER State: FL
City: State:
Zip: 33760 Phone: 727-532-9000
Zip: Phone:
FEE SIMPLE TITLE HOLDER: _ Not Applicable
BONDING COMPANY: Not Applicable
Name:
Name:
Address: I
Address:
City:
City:
Zip: Phone:
Zip: Phone:
i
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie Count y makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict ,with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Flor da Building Codes and St. Lucie County Amendments.
The following building permit applications are xempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fence , walls, signs, screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure o Record a Notice of Commencement may result in your paying twice for
improvements to your proper
ce of Commencement must be recorded and posted on the jobsite
before the first inspection. to obtain financing, consult with lender or an attorney before
commencini work or r in Notice of CommencemepA. _
ature of ContraLtof/License
STATE OF FLOR DA STATE OF FLORIDA 11
COUNTY OF, -r- c-rc COUNTY OF Y f-Q c.,e
The forgo
Lng Instrument was acknowledged Wore me The forgoing instrument was acknowledged before me
this 'day of M �1-ie cis/ . 20 19,s by this 3/ bay of 1?9,4iG cW , 20_jlC'by
ame of
Personally Know
Type of Ideniffic
Commission No.
State of Florida )
OR Produced
AAER I CK IJ /FKt3NGFSC o
(Name of person acknowledging)
(Signature of Noted Public- State of Florida )
Personally Known ul OR Produced Identification
Type of Identification Rcodueed, �.�..
,,...,,,
Notary P}}� lic - State of Florida "'pRyP(';", ROTHY ANN BASKIN
rtT. Ares Oct 2, 2016 Commission No. ?_°. .`�? Notary 60a]) State of Florida
My Corn ? • . My Comm. Expires Oct 2, 2016
Commission # FF 015226
,,, n u nruuyn �• •, • •- •• " Bonded Through National Notary Assn,
Revised 07/15/2014
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Latitude: 27.3185
Longitude:-80.3054
'ASCE 7-10 Wind Speeds
(3-sec peak gust MPH*):
j Risk Category I: 148
Risk Category It: 160
Risk Category III -IV: 172
MR[** 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.
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While the information presented on this web site is believed to be correct, ATC assumes no respo 11�� P
liability for its accuracy. The material presented in the wind speed report should not be used or relied upon f0W� ®fir {
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 • rrlpplied TechnologYColincil • 201 Redwood Shores Parkway, Suite 240 • Redwood City, California 94065 • (650) 595-1542
http://wndspeed.atcouncil.org/index.php?option=corn content&view=article&id=10&dec=... 3/9/2015
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JOSEPH E. SMITH, CLERK C (E CIRCUIT COURT — SAINT LUCIE COUN'
FI.�E # 4067746 OR BOOK d PAGE 209, Recorded 05/08/2015 at
- I
26 AM
PERMIT NUM BER: 'Clog „a.: is :1,1.1 Ld I',•, .,.
NOTICE OF COMMENCEMENT
The undersigned hereby given notice that improvement will be made to certain real properly, and in accordance with Chapter 113.
Florida statutes the following information is provided in the Notice of commencement.
I. DESCRD'TION OF PROPERTY ftegal description and Weer address) TAX FOLIO NUMBER' 3.4 1 4 — S 01 — 1 7 01 — 0 0 0 9
Spanish'..
SUBDIVISION 8LOCK TRACT LOT BLDG UNIT
— 1s
y'SaCaca� Section 26, Townshio 36s Ranoe 40E
2. GENERAL DESCRIPTION OF IMPROVEMENT: Replacement of Mobile Home
3. OWNER INFORMATION: a. Name W)zn n g R i i 1 R' n o C-F r"
b.Address 8000 S. US1, Suite 402, PSL, FL 34952 c. interest in property
d. Name and address of fee simple titleholder (if other than owner)-_
4. C.nNTRAf:A TOR'S NAME. ADDRESS AND PHONE NUMBER: \C� C•ol.aet m�%'e`n `t�V'�`n �C�Lt-•
5. SURETV'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)(a) T. Florida Statutes:
NArvLE,nDDRESSANOP)40NENUMtBER: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 Ltenor's Notice as provided io ScCuon
713.13 (1)(b), Florida Statutes:
NAME, AODRLSS AND PHONE NUMBER:
9 Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is
Spec, fled) ;20_
WARNING TO OWNER• ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPD(ATION OF THE NOTICE OF COMMeNCEM ENT
ARE CONSWEREO DAPROPER PAYMENTS UNDER CHAPTER 713 PART I SECTION 71317 FLORIDA STATUTES AND CAN RESULT
04 YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMEhrI' MUST BE RECORDED ANO
POSTED ON THE )OD SnE BEFORE THE FIRST PtSPECTrON IF YOU WTENO TO OBTAOv F(NANCIN CONSULT WITH YOUR
LENDER OR'AN ATTORNEY BEFORE COMMENCING WORK OR RECORDOVG YOUR NOTICE OF COMMENCEMENT
Matthew Lyle Wynne, vice—Pres7rient
Signature of 0 Cr or Print Name and Provide Signatory's Tiuc/O(Ilee
Owner's Authorized Otriicer/Director/PartnertManager
State of Florida
County of _St- I.,, r i e
The foregoing instrument was acknowledged before me this _:day of 'i4p q f L .20
By Matthew Lyle Wynne ,as I/,lef PitES,b -wT-
(Name of person) (Type of authority.. c.g Owner, ofGeer, trustee• attorney ,n faeU
For Wynne Building Corporation
(Name of party on behalf of whom instrument was executed) Personally Known zor produced the following type of 11)
o:aLa�n DOROTHYANNBASKIN
Notary Public - Slate of Florida
My Comm. Expires 2, 2016
(�O 2O'1-s-i `1 /�F-N sJ /J RS4n1 ,_�L��'^•• • •P commission # OctFF 015226
(Printed Name of Notary Public) (Signature of Not Public)
Bonded Through National Notary Assn.
Under penalties of perjury, 1 declare that I have read the foregoing and that the feels in it are true to the best of my knowledge and
belief (section 92.525. Florida Statutes). _
Signature(s) of Owner(s) or Owner(s)' Authorized Offcer/Director/Partner/Manager who signed nbovc.
STATE OF FLORIDA
ST. LUCIE COUNTY
THIS IS TO CERTIFY THAT THIS IS A
TRUE AND CORRECT COP OF THE
ORI L.
.SMITH
WW'Deputy Clef
Date: MAY 0 8 2m5
MIN, SETBACK REQ. :7EQ. I c)j'
FRONT
SIDES
CNR SIDES
REAR 2,
ZNG.
TECH.
1001
3-j
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C43NTRACTOR: 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:VuLT =150 MPH, VASD =116 MPH as required by local
jurisdiction
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
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 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 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.
10. Door location shall be determined by contractor in the field.
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S
RISER
PAN ROOF TO POST CONNECTION
A-3
SCALE: NTS
5
L
2 X 3 TOP
RAIL CONNECTION TO 3 X UPRIGHT
A-3
SCALE: NTS
A-3
SCALE: NTS
Z
U
J
J
Q Z h a
(4) #14 x 3/4" SMS W/
O LLIin in
() Z n -i
NEOPRENE FACED
Z Vr In 3
(4) #14 x 3/4" SMS W/
FLASHING
WASHER EA. PANEL
3" x 12" RISER
Z m 0
NEOPRENE FACED
PAN PANEL
`a ,
WASHER EA. PANEL
N W u H LL
FLASHING
3" RISER PANEL
2" x 3" TOP RAIL
w/ (4) #10 x 4" SMS
INTO POST
3" RISER PANEL
I
----
—
2"x2"x3"LG
• •Ir a—x1/8"ANGLE
N
— — — — —
2" x 3"
END BEAM
• I ®EXISTING
• /BUILDING
• • (4) #10 x 3/4"
SMS INTO
W W
CC Z
� LLl
• • SCREW BOSSES
I
— — — — —
(2) INTO TOP �IL
(4) #14 x 3/4" SMS W/
G
—
I
I
W Z J
NEOPRENE FACED
WASHER EA. PANEL
EXISTIN'
I BUILDING /
1 1/2" x 21/8" x1 1/2" x 3" x 0.062"
I
— — — —
(2) INTO POST
U
I
ALUM RECEIVING CHANNEL
I
W W co�
(2) 3/8" DIA
W/ (3) #12 x 3/4" SMS EACH
I
I I
'� �_ U ol
THRU BOLTS
SIDE OF BEAM & (2) 3/8" DIA.
2" x 5" SMB
U Q cf)
OC w --) O
THRU BOLTS INTO THE POST
I
—1
a W "t D- LL.
2" x 5•' SMB SEE PLAN
I I
I I
1 1/2" x 21/8" x 1 1/2" x BEAM DEPTH x 0.062"
2" x 5" SMB SEE PLAN
ALUM RECEIVING CHANNEL
DRAWN BY
3" x 3" POST I
I
I
W/ (6) #14 x 3/4" SMS INTOY
EACH SIDE OF BEAM &
AG
I I
3" x 3" POST
- -
#14 x 1"SMS INTO CORNER POST
DATE DRAWN
I
03/10/15
S-5
REVISION
` _
S-3 RISER PAN TO POST 4TH WALL DETAIL
rS-3A-3
KS_ 4 )RISER PANEL TO
A-3
CORNER POST 4TH WALL DETAIL
SCALE: NTS
COMPOSITE ROOF
A-3
TO POST CONNECTION
SCALE: NTS #
2; , „
SCALE: NTS
E
I SHES NO:
A-3