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OFFICE USE ONLY:
DATE FILED:.ta�a�
REVISION FEE:
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PERMIT # O(e 3 3
RECEIPT #: YM II
PLANNING & DEVELOPMENT SER
RECEIVED
BUILDING & CODE REGULATION DIVI
2300 VIRGINIA AVENUE
AUG 2 202� '
FORT PIERCE, FL 34982 5 ,
(772) /
462-1553 h
3t. Lucie County
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APPLICATION FOR BUILDING PERtll1T�
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
5150 Oleander Ave. Fort Pierce 34982
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
new engineer report to reflect corrected windzone for screw spacing
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CCC1330816
BUSINESS NAME: St Lucie Roofing
QUALIFIERS NAME: Jeffrey Hampson
ADDRESS: 1919 SW South Macedo Blvd
CITY: Port St Lucie STATE: FL
PHONE (DAYTIME): 772-344-7193
OWNER/BUILDER INFORMATION:
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ST. LUCIE CO.CERT. #:
FAX:
NAME: Covenant Reformed Presbyterian Church of Fort Pierce
ADDRESS: 5150 Oleander Ave
CITY: Fort Pierce STATE: FL
PHONE (DAYTIME: FAX:
ARCHITECT/ENGINEER-INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
SLCCC: 9123109
Revised 06130117
STATE:
ZIP: 34984
ZIP: 34984
ZIP:
REVISION
FILE COPY
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ENGIN ZRfNG SUBMITTALS
JULY28,202f
RECEIVED
AUG 0 2 2021 HgND LOAD CEIMPICA770N.
St. P &le t Coun
CODM FBC2020IASCE7-f6
(FBC 7rH EDITI0119
WNDSPEED: f60MPH, 3SEC. GUST
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C.4TEGORYII
lArT RNAL PRESSURE COEFF. O. 18
JOB: RAF. -ROOF
5150 OLE"DERAVE.
FT. PIERCE, FL.
?A6-DW
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
PAUL 141=7 0"I" 1"&"w
MECHANICAL ELSC7RICAL CIVIL ENGINEMumar
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P0Rr5AOVTLUCW, FL349"
(7M 7850888 pwelchinc@aol.com
PAUL MALCH, P.E. ALA RMNO. 29945
FILE CONY ::`
REVISION
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REMOVE EXISTING
ROOFING MATERIAL AND
UNDERLAYMENT, RE -NAIL
EXISTING 19/32" GDX
PLYWOOD SHEATHING AND
RE -ROOF PER PLAN
sus.;
Covenant Reformed
tr Presbyterian Church
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Planning & Development Services Department
Building& Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 —(772) 462-1553
Certification for Design Load Compliance
Project Name: RE -ROOF
Project Address: 5150 OLEANDER AVE.
Permit#: Occupancy Type: B Construction Type: V
INSTRUCTIONS FOR USE:
• This certification must be completed, signed, and sealed by the design professional of record.
• Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following:
o New Residences (single or multi -family)
o Residential Addition
o Any accessory structure requiring a building permit
o Any non-residential structure.
* Note: Form not required for interior renovations provided that no exterior structural elements are affected and
certain minor building permits at the discretion of the local building official. Contact the # above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that a
1. DESIGN CODE: Florida Building Code 2020 7th Edition with 20 Supplements using ASCE 7-16 1404 _ 6 33 2
2. Structure Designed as (check one): X Enclosed Partially Enclosed Open REVIEWED FOR
3. Risk Category: _I X II III IV Exposure Category: _B X C D CODE COMPLIANCE
4. Design Wind Velocity 160 mph 124 ASD N/A 12FO End Zone Width: 5 ft.
S. Mean Roof Height: 25 ft Roof Pitch: 5 :12 Parapet: N/A ft ST. L U C I E COUNTY
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): BCC C
21.4 21.4 21.4 37.1 37.1 35.2
Zone 1: 34.0 Zone 2: -59.1 Zone 3: -87.4 Zone 4: -40.3 Zone 5: -49.7 Garage: -45.8
7. Design goads: Floor: N/A PSF Roof/Dead: 7 PSF Roof/five: 20 Balcony: _ N/A PSF
Dock: N/A , PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED
S. Were Shear Walls Considered For Structure? X Yes NotApplicable Explain Why Not:
9. Is A Continuous Load Path Provided? X' Yes . Not Applicable Explain Why Not.
10. Design Soil Bearing Pressure: 2500 - PSF!Soil Test Reports Submitted? Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
comply with the applicable structural portions of the building codes currently adopted and enforced by St Lucie
County. I also certify that structural elements depicted on these plans provide adequate resistance to the design
forces specified: 1t
_ 29945 / 5115
Print Name Cert # & Co. Cert Auth.
Paul Welch Inc.
`9hLRJ.ADI•_` 7/28/21
Signature, Date, and Seal -
SLUM EOrm # 020-12-K6ised 3/15 ,12- (J!j
Paul Welch P.E.
2984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL
Company Name & Address FILE COPY
RIEVISION
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SCOPE OF WORK
- REMOVE EXISTING ROOFING MATERIAL AND UNDERLAYMENT
- RE -NAIL EXISTING 19/32" CDX PLYWOOD WITH 8D RING -SHANK NAILS @ 4" O.C. IN
ZONES 2 AND 3 AND AT 6" O.C. IN ZONE 1
INSTALL NEW PEEL AND STICK UNDERLAYMENT AND 5-V METAL ROOF PER
PRODUCT APPROVAL.
NOTES:
-THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL
DIMENSIONS,
CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
- STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSED BY THE
ENGINEER AS CONSTRUCTION PROGRESSES.
- ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
SCALED
DIMENSIONS.
- ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC i FBCR 2020(7TH
EDITION).
STRUCTURAL NOTES:-
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-16.
2) SPLITING OR CRACIONG OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF
HARDWARE IS NOT PERMITED.
3) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL
CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTTCIES.
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REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
SOCC 0
JOB: RsROOF
5150 OLEANDER M.
FT. PIERCE; FL.
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PAUL NWLCH, NC. o
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PALFL NVAMCM, P.E. PIA )We Aro. 299AM JUL :2 8, 2021
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Building Department Product Approval Submittal Affidavit
Permit #
Building Address: SEE PLAN
Contractor: TBD
Product
Model #
Manufacturer
Attachment Method Type, Size,
Building
Product
Spacing, Embedment & Stiffener etc.
Design
Design
Pressure
Pressure
UNDERLAYMENT
FL#2569.1
P & S
SOPREMA INC
SELF ADHERED TO DECK
160 MPH
VOLT
194 MPH •
VOLT
ZONE 1 AND 2
Method A: #9 x 1.5" fastener in 12"-12" pattern at 16" o.c.,
160 MPH
160 MPH
Roof
FL# 17022.1
5V -26 GA
EXTREME METAL FAB
ZONE 3
VULT
VULT
Method B: #10 x 1.5" fastener in 12"-12" pattern at 26" o.c.:
Hurricane Panels
NSA
I have reviewed the above product approval information and approve it.
Name: Paul Welch P.E. Certification Number: 29945
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PAUL MYEZCH, INC.
MECHANICAL MWCMCA L CIVIL ENGWE'ERWO
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PAUL WELCH, P.E. FY.AROOMO. ,299kff