HomeMy WebLinkAboutEngineering PAUL WELCH INC.
Mechanical * Electrical * Civil Engineering
1984 S.W. Biltmore St. Suite#114
Port Saint Lucie,FL 34984
Phone(772)785 -9888
Email pwelchinc@aol.com
June 5,2015
Re: Pagano Window Replacement
5830 Moss Ct. (Unit 8A)
Fort Pierce,FL 34950
To Whom It May Concern:
Our office has calculated the required design pressures in accordance with ASCE 7-10
for a replacement of the windows at the above referenced address.
Wind speed: V,lt: 165 mph,Vim: 128 mph
Exposure: C
Enclosure Type: Enclosed
Window/Door Size: Per Attached Window Schedule
(Same Size as Windows Removed).
Required Design Pressure: Per Attached Window Schedule.
Windows to be installed shall be equal to,or exceed the required design pressures as
listed on attached Window Schedule"Applied Design Pressure". All door and buck
installations shall be in accordance with FBC 2010 and manufacturer's installation
instructions.
Existing Accordian Shutters installed at the window openings shall remain for impact
protection.
Thank you for your attention to this matter.
Submitted by: ff
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PAUL WELCH INC.-
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aul Welch;P.E. ;.,,- -
Reg. No 29945
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i0 MECH EL CT-C VIL ENG.
. 1984 BILTMORE ST. #114
PORT SAINT LUCIE, FL 34984
PAUL WELCH R.E.
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FLA.REG NO.29945.
JUN 0 5 2095
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Z OF 5
WINDOW SCHEDULE
MARK TYPE/SIZE APPLIED DESIGN PRESSURE(PSF)
1 DBL S.H.WINDOW 36"WX50" H +39.4/-52.7
2 DBL S.H.WINDOW/36"W X 50" H +39.4/-52.7
3 S.H.WINDOW 36"WX26" H +39.4/-42.9
4 S.H.WINDOW/37"W X 38" H +39.4/-42.9
5 DBL S.H.WINDOW/36"W X 50" H +39.4/-52.7
6 DBL S.H.WINDOW 36"WX50" H +39.4/-52.7
7 S.H.WINDOW f36"W X 26"H +39.5/-52.7
8 EXISTING S.C. DOOR&EXITING S.G.D. N/A
PAUL WELCH INC.
MECH-ELECT-CIVIL ENG.
1984 BILTMORE ST.#1,14
PORT SAINT LUCIE,'FL 34984PAUL WELCH PZ -
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FLA REG NO 29945 JUN O 5 2015
3 of .
Planning&Development Services Department
COU'NTY Building&Code Regulations Division
2300 Virginia Avenue, Fort Pierce,FL 34982—(772)462-1553
Certification for Design Load Compliance
Project Name: Pagano Window Replacement
Project Address, 5830 Mass Ct.
Permit#: Occupancy Type: R 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:
•New Residences(single or multi-family)
•Residential Addition
•Any accessory structure requiring abuilding permit
•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 PARAMETERSAND ASSUMPTIONS USED:(complete all that apply)
1.DESIGN CODE:Florida -Building Code 2010 Edition with 2010 Supplements using ASCE 7-10
2.Structure Designed as(check one): X Enclosed Partially Enclosed Open
3.Risk Category._I X11 III W Exposure Category: _13 X C D
4.Design Wind Velocity1651-65 —mph 128 ASD N/ALRFD End Zone Width: S ft
S.Mean Roof Height. 25 ft Roof Pitch: N/A :12 Parapet: N/A ft
6.Components&Cladding Design Pressures Used:(PSF,based on 10sqft @ ISIMRH,clearly label on all plan openings):
N/A N/A N/A 39.5 39.5 N/A
Zone 1: Zone 2: Zone 3: Zone 4: d,', Zone S: . Garage:
-42.9 52.9 N/A
7.Design Loads:Floor: N/A PSF Roof/Dead: N/A PSF Roof/Live: N/A 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
8.Were Shear Walls Considered For Structure?�Yes Not Applicable Explain Why Not:
9.Is A Continuous Load Path Provided? )LYes 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:
Paul Welch*P.E. 29945 / S115
Print Name cert#&Co.Cart Auth.
Paul Welch Inc.
6/5/2015
Signature,Datei'and Seal 1984 S.W.Biltmore St.Suite#114 Port St.Lucie,FL
Company Name&Address
SLCCDV 10rM UZU-12 KeXqSed 3/1511Z(JSJ
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Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Building Permit# Owners Name 1�1.�tJC QA 1.-iA►Iu D Applicant: 5a ' �-'r
Product opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment
Pressures Design Pressure Number Type
SBi: VJthr"<; GU�JCDvi wtiw �✓o"J^ 33/1.(0"k f�/4" EMQEI? E4Lo U4'fR�1Gp�tS
Windows
041410.0=1 5C� ' . �SYr1f&MS �.so, `a N- (v I o FLS i"�2 3¢, I ,Mvaf '�.r , . MAIL
Mullions ��M61"04 I. r9���, fP
Iya,. "W. EM45eb °�"APtcxJS
Fixed Glass N jA
Block Glass
Skylights
sliding Glass Doors w
Swing Type Doors
French Doors "
Garage Doors
Hurricane Protection I-.erl N 41
Roof Ventilation N/A
Roofing Material i
I have reviewed the above components or cladding and I have approved their use,in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name:
PAUL WELCH P.E. Signature:
_ -
Design Pro€: ! PAUL WELCH P.E. Cert.No.....j 29945 Date: .. ; JUN �
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