HomeMy WebLinkAboutAPPROVED Design Load Compliance form �l Planning& Development Services Department
' ` - Building&Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982—(772)462-1577
Certification for Design Load Compliance
Th Edition
Project Name: Family Church / First Baptist Church of West Palm Beach
Project Address: 115 NE Solida Drive
Permit#: 2103-0301 Occupancy Type: Church Construction Type: Existing-Reroof
INSTRUCTIONS FOR USE:
• This certification must be completed,signed,and sealed by the design professional of record.
• If submitting hard copy,submit(2)copies with all pertinent information.St Lucie Fire District requires a digitally
signed electronic version.
• If submitting electronically,form should be uploaded into Bluebeam.Separate submission to Fire is still required
• All digital files must be in an unlocked Portable Document Format(PDF)version
* 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 plan reviewer.Contact the#above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED:(complete all that apply)
1. DESIGN CODE: Florida 2020 Code 7th Edition using ASCE 7-16
2. Structure Designed as(check one): X Enclose Partially Enclosed _Open
3. Risk Category: 1 II III IV Exposure Category: ✓ B C D
160 (P 0.07a) 14 LTIAtr►TE
4. Design Wind Velocity mph ASD ✓ LRFD End Zone Width: ft ►4
5. Mean Roof Height 35 ft Roof Pitch: 7 :12 Parapet: 0 ft �'CAU.oW0tOLl�)
6. Components&Cladding Design Pressures Used:
•�� 1 :-61.2. -48?PAP)
"S'4 irtF ' %.L4 r e-le:
Zone 4r 5L•5 Zone 5: — (64.90 Garage: n/a .JaAZv.V-2A c'89•4(j�''�;•�KF)
6a. Roofs .7.1113 G s •►09.f?$F C IF-71*0
44.2 --109.5 �44fMNM�� .WAC-3r= '844 ap(-53.4,f6p)
Maximum+/-pressures-}_ psf psf Or define individual zones on the plans
7. Design Loads: Floor: 60/150 PSF Roof-Dead: 20 PSF Roof-Live: 20 Balcony+/-n/a PSF
Dock:n/a PSF Deck:n/a PSF Stairs: 100 PSF Fence: 0 PSF Railings: n/a PSF
8. Were Shear Walls Considered For Structure? X Yes Not Applicable Please Explain:
Yes,roof diaphragm carries wind loading down through shear walls and into foundation.
9. Is a Continuous Load Path Provided? X Yes Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: n/aA PSF Soil Test Reports Submitted? Yes No Assumed
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 th AIt4IoNtructural portions of the current Florida Building Code as adopted.
EN JorC' �i Blake E. Joyce, P.E. #78432
1C Y P.E. (FL )
Signze, at Print Name Cert#&Co.CertofAuthorization
= * 32 * =
�G q Joyce Engineering, LLC (12397 157th St. N, Jupiter, FL 33478)
Revised OR1 p. Company Name&Address 0 G� ��
NA1.
���1/11110��i