HomeMy WebLinkAboutLETTER- RE-ROOFRECEIVED
PAUL WELCH INC. JAN 2 6 2022
Mechanical Electrical Civil Engineering
1984 S.W. Biltmore St. Suite#114 �'p"°'iCmg
Perrr�Itting
Port Saint Lucie, FL 34984
Phone (772) 785 - 9888
January 19, 2022
Re: Permit# 2112-0301
Re -Roof
606 S. Market St.
Ft. Pierce, Florida
To Whom It May Concern:
Please allow approval of the shingle roof w/ Tamko asphalt shingles (FL# 35321.1) w/ 1
%" roofing nails (6 per tab) over Soprema Inc. peel and stick underlayment (FL# 2569.1)
self -adhered to deck, drip edge and valley metals with 1 %" roofing nails at 4" o.c. over
existing 19/32" cdx plywood sheathing w/ 8d ringshank nails at 4" o.c. at the above
referenced address.
Thank you for your attention to this matter.
Since, ly:
CAUL ELCH IN .
Paul W Ich, P.E.
Fla. Re . No. 29945
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_ • J _ Planning & Development Services Department
• Building &Code Regulations Division RECEIVED
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-15,RN 2 6 2022
Certification for Design Load Compliance St. Lucie county
Permi#Inn
Project Name:
Project Address
RE -ROOF
606 s. Market St.
Permit #:
INSTRUCTIONS FOR USE:
Occupancy Type: B Construction Type: V
• 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: (comolete all that a
1. DESIGN CODE: Florida Building Code 2020 7th Edition with 20 _Supplements using ASCE 7-16
2. Structure Designed as (check one): X Enclosed —Partially Enclosed _Open
3. Risk Category: _ I X II_ III_ IV Exposure Category: _ B X CD
4. Design Wind Velocity 165 mph 128 ASD N/A LRFD End Zone Width_ 5 ft
S. Mean Roof Height: 20 ft Roof Pitch: N/A :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
30.1 30.1 30.1 37.9 37.9 N/A
Zone 1 Zone 2: Zone 3: Zone 4: Zone 5: Garage:
-573 -91.3 -108.5 -41.1 -50.7 N/A
7. Design Loads: Floor: N/A PSF Roof/Dead: 7 PSF Roof/Live: 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 _Not Applicable 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 certif that structural elements depicted on these plans provide adequate resistance to the design
forces specified: Iy��'�� JI /1
'$'jl 1 Paul Welch P.E. 29945 / 5115
�' z7lzza Print Name Cert # & Co. Cent Auth.
Paul Welch Inc.
Signature, Date, and Seal
SLCCDV Form # 020-12 Reviser) 3/15/12 (JS)
1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL
Company Name & Address