HomeMy WebLinkAboutSUBMITTED PAPERSi
ALL APPLIC BLE INFO I�IiNST. BE COMPLETED FOR APPLICATION TO BE ACCEPTED ^� 14 �� 1
Date: ' SCANNEDPermit Number. P
BY
t. Lucie County
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X
PERMIT APPLICATION FOR: Aluminum oath G=crste-
PROPOSED IMPROVEMENT LOCATION:
Address: 11,JACARANDALANE dYJ�U'l I S h LG iCrzs I
Legal Description: ST.LUCIE GARDENS
Property Tax ID
Site Plan Name:
Project Name: _
Setbacks Froi
3414-501-1701-000-9
13' 6" Back: 21' 4" Right Side: 13' 3" Left Side: �
J DETAILED'DESCRIPTION OF WORK:
INSTALL A NEW 12 FT X 20 FT 2" ALUMINUM CARPORT PAN ROOF, 12 FT X 22 FT 8"
SCREEN ROOM WITH PAN ROOF, AND A 12 FT X 13 FT 2" BACK PATIO PAN ROOF. ALL ON
EXISTING CONCRETE.
Lot No.
Block No.
CONSTRUCTION INFORMATION:
ACIClitional work to b
je�e orme under this permit— check a apply:
HVAC LJ Gas Tank Gas Piping _ Shutters a Windows/Doors
0 Electric 0 Plumbing Sprinklers Generator Roof
Total Sq. Ft of Construction: 728.8 S . Ft. of First Floor:
Cost of Construction: $ y ��\q .�� Utilities: Sewer Septic Building MAW
OWNER/LESSEE:
CONTRACTOR: sr. Lu010 /D IV
Name WYNN BUILDING CORP
Name: PATRICK DIFRANCESCO unfy, pL
Address: 8000 S. US 1
Company: TRI-COUNTY ALUMINUM,INC
City: PORT ST LUCIE State: FL
Address: 5512 SEAGRAPE DR.
Zip Code: 34951 Fax:
City: FORT PIERCE State: FL
Phone No. 772-828-5516
Zip Code: 34982 Fax: 772-461-0993
E-Mail:
Phone No. OFFICE 772-461-0993 CELL 772-216-7780
Fill in fee simple' Title Holder on next page ( if different
E-Mail:
from the Owner listed above)
State or County License: 24444
If value of construction is $2500 or more, a RECORDED Notice of Commencement is required.
. 4
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION:
DESIGNER/ENGINEER: _ Not Applicable
MORTGAGE COMPANY: _ Not Applicable
Name: SUNCOASTPNGINEERINGLLC
Name:
Address: 13630 58T, STREET NORTH SUITE101
Address:
City: CLEARWATERI State: FL
City: State:
Zip: 33760 Phone: 727-532-9000
I
Zip: Phone:
FEE SIMPLE TIT�E HOLDER: _ Not Applicable
BONDING COMPANY: Not Applicable
Name:
Name:
Address:
Address:
City:
City:
Zip: Phone:
Zip: I Phone:
I
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflictlwith 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 off the granting of this requested permit, I do hereby agree that 1 will, in all respects, perform the work
in accordance with. the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applicat/fence
xempt from undergoing a full concurrency review: room additions,
accessory structures, swimming poolsalls, signs, screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failecord a Notice of Commencement may result in your paying twice for
improvements to your propertyce of Commencement must be recorded and posted on the jobsite
before the first inspection. If yo to obtain financing, consult with lender or an attorney before
commencing work or reco91i your Notice of Commencemet .
Signature of Owner Agent/ Le ee Signature of Contractor/License Holder
STATE OF FLORIDA STATE OF FLORIDA
COUNTY OF SIT- I -u c r E COUNTY OF ! -= km c c c
The forgoing instrument was acknowledged bore me The forgoing instrument was acknowledged before me
this,�'�day of iii c M , 20 r by this �� &y of M "C-1y , 20� by
M i4-7TN� LS/c.6' 1A)yNrv6" 60
(Name of person acknowledging) (Name of person acknowledging)
L' �� /-'6" Aa4�L_
(Signature of Not Public- State of Florida ) (Signature of Not6ty Public- State of Florida )
Personally Known V__"OR Produced Identification Personally Knowny/OR Produced Identification
Type of Identification Rr4duced- _ *s..� Type of Identification..l?rosl
Rr'P� DOROTHY ANN BASKIN tPa� �Ge., DOROTHY A�N BASKIN
Commission No. °t� e`er= Notary Ppftl) State of Florida Commission No. �2°* «`�= Notary Pupal tale of Florida
My Co,nm. Expires Oct 2, 2016 r # My COMM. Expires Oct 2, 2016
¢s;� Commission # FF 015226 %vr °�� Comm'
OF F` Bonded Through National Notary Assn. ' "'�"" Bonded Through National Notary Assn.
OF V
Revised 07/;15{ '
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEATURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
,q rir
COMPLETE
INITIALS
i
JOSEPH
FILE #
E. SMITH, CLEY F THE CIRCUIT COURT —SAINT LUCIE CI Y
4018189 OR BC, 3.6�4`'—PAGE-'2096, Recorded 12/02/2.0.11, 11:37 AM
PER. IT NVM 6ER' 1'I:i. :,',a:i i, I..., cal I•...,. r. :In• .•., J
r NOTICE OF COMMENCEMENT
The undersigned hereby given notice that improvement will be made to certain real property, and ,n accordance will, Chaplcr 713.
Flonda statutes doe following information is provided In the Notice of commencement.
I DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER'- 3-4 1 4- S () 1- 1 7 0 1- 0 00 9
SUBAIVISIONSpanish_ OCFS TRACT GOT BLAG UNI-) 40F
.8L Section 26, TownShil7 365Range
2 GENERAI.DESCRIPTIONOFI1vrPRO�MENT: ReplaCemeflt Of Mobile Home �--
J.OWNER OVFOAMATION: -.Name
b. Address 8000 S- US1, Suite 402, PSLf FL 34952 c interesl-np'openy
d. Name and address of ree simple titleholder (if other than owoer)__,
4 C0 NTRAr.-rn R'S NAME. ADDRESS AND P iONE NUMBER:
`V� V�C1C��II � ��\lo , `r-c `��-Q�zf ,ee'��•'�Jtio�•'i°1 `'�'7`)`� %�:o ' %\ � �
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 Flonda designated by Owner upon whom notices or other documents may be served as p,'ov.dctl by
Section 713.)3 (1)(a) 7.• Florida Statutes:
Doug .Brantley 1 Silver Oak Dr- ESL, FL. 201-8418
NANtr;,ADDRESSANDPxoNENUtABER:
8 0 addition to himself of herself. Owner designates the following to receive a copy of the Lienar's Notice as pro v-cicd •n Section
71113 (1)(b). Flonda 5tatutes:
NAME, AOOR.ESS AND PHONEB NUMER:
9 Explrat i on date or notice of commencement (the expiration date is I year from the date of recording unless a different dale 's
sp,c,r,cd) • 20
�i Matthew Lyle Wvnne vice— Cesil3ent
S,gnature o Owner or Print Name and Provide Sigr12(01'y's'Ci(1c/omcc
0,rcr'S Authorized OtLcerf0irectorfP3r(ner/N72n2ger
State of rlor.da
County of r-tlrie �!L
r
f� I y
The foregoing n+strvmcnl .vas acknowledged before me this day of
/sr O (%�T>7l9'E a� 20
By Matthew Lyle Wynne ,as
(Name of person) (Type of authority ..c
g: Owner, 016ecr, trustee. atiorncy ,n Noel)
For Wynne 81.111ding CorearatiOn
(Name of parry on behalf of whom instrument was executed) Personally Known 1/0t
produced the following type of I'0
•••••••• DOROTHY ANN BASKIN
✓1
�
],,:�
Notary Public - Slate of Florida
_ • �•' • c My Conm. Expites Oct 2, 2016
A-QT17otf NlJ
(P—tcd Name of No(ary Public) (Signature of N Public)
Commis�lon 8 FF O15Y26Banded Thro h National Notar AssnUnder
penalties of peryury, I declare that I h read the foregoing and that the facts
n
T
belief (section 92 525��Flonda alines). ..
Si naeGrc(s wner(s) Owner(s)' Authorized Off. r/Direetor/Partncr/Manage•• who signed obo••c
8y: / By
0.a• 1Ule,l00r(0.«a•a•••tl
STATE OF FLORIDA
ST• LUCIE COUNTY
THIS IS TO CERTIFY THAT THIS IS A
TRUE AND CORRECT C Y OF THE
OR INA
E. SMIT RK
Date: K 0 r 2014
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arch Results
ide: 27.3182
itude:-80.3053
7-10 Wind Speeds
c peak gust MPH*):
Category I: 148
Category II: 160
Category III -IV: 172
' 10 Year: 88
25 Year: 107
" 50 Year: 120
100 Year: 131
7-05: 140
7-93: 100
IPH(Miles per hour)
dRl Mean Recurrence Interval (years)
;ers should consult with local building officials
calamine ifthere are community -specific wind speed
auirements that govern.
15 Print your results
IVED
A13R 0 9 2015
{, -, ING
FL
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.
tent Fund • ripped Technology_Caincil • 201 Redwood Shores Parkway, Suite 240 • Redwood City, California 94065 • (650) 595-1542
org/index.php?option=com_content&view=article&id=10&dec=... 3/9/2015
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CONTRACTOR: TRI-COUNTY ALU1V' '�M, 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:_Exp2sure-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 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 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 (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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ST. LIOIE COAXAING DIVISION
REVIEWED FOR C C� ;
REVIEWED AY
DATE
PLANS AND FERMdT MUST BE nPT ON J'OB
OR NO INSPECTION WILL BE MADE.
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AG
DATE DRAWN
03/10/15
REVISION
SHEET NO:
A-1
ALUNE UM MEMBERS Dr IENSIO:
HOLLOW SECTIONS
2 x 2: 2" x 2" x 0.046"
2 x 3: 2" x 3" x 0.050"
2x4: 2"x4"x0.050"
2 x 5: 2" x 5" x 0.050"
OPEN BACK SECTIONS
1 x2: 1"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 SUB: 2" x 5" x 0.050" x 0.100"
2-x-6-SMB:--2"-x-6n-x.0.050"xA_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 TITER HD OR EQUIVALENT
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SCALE:NTS
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A-2 SCALE: NTS
CHAIR RAIL
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DATE DRAWN
03/10/15
REVISION
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SHEET NO:
A-2
(4)#14x+', SSW/
NEOPRL:�.� i .-CED
WASHER EA. PANEL
RISER PANEL
2" x 3" x 0.045" TOP RAIL -
NO ANGLE REQUIRED
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SEE DWG. FOR
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RAIL w/
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A-3 SCALE: NTS
S-2 RISER PANEL TO CORNER POST CONNECTION
A-3 SCALE: NTS
(4) #14 x 3/4" SMS W/
NEOPRENE FACED
(4) #14 x 3!4" SMS W/
NEOPRENE FACED FLASHING WASHER EA PANEL PANIPANEL Z'RISER
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SMS INTO
END BEAM • BUILDING
SCREW BOSSES
(4) #14 x 314" SMS W/ 1 _ _ — — — — • • I
(2) INTO TOP RAIL
NEOPRENE FACED EXISTING 1 I — — — — I I (2) INTO POST
WASHER EA- PANEL 1 BUILDINGJ, 1 1/2" x 21/8" x1 1/2" x 3" x 0.067' I I I I
ALUM RECEIVING CHANNEL
(2) 3/8" DIA. W/ (3) #12 x 3/4" SMS EACH
THRU BOLTS I SIDE OF BEAM & (2) 3/8" DIA. I 7' x 5" SMB
THRU BOLTS INTO THE POST
2"x5"SMB SEE PLAN I I I 11/2"x21/8"x11/2"xBEAM DEPTH x0.067'
ALUM RECEIVING CHANNEL
3" x 3" POST
I j I EACH
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1 I 3" x 3" POST - - � #14 x 1" SMS INTO CORNER POST
S-5 COMPOSITE ROOF TO POST CONNECTION
S-4 ISER PANEL TO CORNER POST 4TH WALL DETAIL SCALE: NTS
S-3 RISER PAN TO POST 4TH WALL DETAIL A-3 SCALE: NTS A-3
A-3 SCALE: NTS
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DATE DRAWN
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ROOF PANEL
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SELF -MATING BEAM
1 1/2" x 2 118" x 1 1/2" x 0.062"
1 1/2" x 2 1/8" x 1 1/2" x 0.062"
BEAM DEPTH CHANNEL W/
BEAM DEPTH CHANNEL W/
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(8) #14 x 3/4"SMS INTO
(4) #14 x 3/4" SMS INTO
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BEAM EACH SIDE &
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END BEAM
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(4) #10 x 3/4" SMS EACH
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RECEIVING CHANNEL W/ (3) 1
#12 x 3/4" SMS EA. FACE &
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S-6
S-7 MULTIPLE BEAMS TO POST CONNECTION
S-$ CARRY BEAM & MATING ELEMENT ATTACHMENT DETAIL
KNEE BRACE CONNECTION DETAIL
A-4 SCALE: NTS
A-4
SCALE: NTS
SCALE: NTS
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DRAWN BY
AG
DATE DRAWN
03/10/15
REVISION
SHEET NO:
A-4