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J :J.' 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:Project Address: Z,2 80 L3,en+ Pi 12.e_ 7,e
Permit#: Occupancy Type: are Construction Type: G`jf
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 apply)
1. DESIGN CODE: Florida 2014 Building Code Fifth Edition with 20 N/A Supplements using ASCE 7-10
2. Structure Designed as(check one): X Enclosed Partially Enclosed Open
3. Risk Category: _I X II III IV Exposure Category: B X C D
4. Design Wind Velocity 160 mph X ASD LRFD End Zone Width: 6 ft
5. Mean Roof Height 18 ft Roof Pitch: 6 :12 Parapet: N/A ft
6. Components&Cladding Design Pressures Used:(PSF,based on 10sgft @ 15'MRH,clearly label on all plan openings):
+19.84,-31.51 +19.84,-54.85 +19.84,-81.11 +34.43,1.1 +34A3,-46.10 +28.5,-32.2
Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage:
7. Design Loads: Floor: 100 PSF Roof/Dead: 12 PSF Roof/Live: 30 Balcony: N/A PSF
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PSF
8. Were Shear Walls Considered For Structure? Yes X Not Applicable Explain Why Not:
Aspect Ratio<4:1
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:
1 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:
,1
Print Name Cert#&Co.Cert Auth.
/J /GS rilA/(g�s%l�l/J�L
S ure,Date,ja /"1 SS, L•Company Name&Address
Revised 07/25/2014
_ Planning & Development Services Department
I
* A.,b Building & Regulations Division-
Product Review Affidavit
Building Permit# Owners Name Ca4-O 6)e4 ocwooj Cyih• Applicant:
Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment
Pressures Design Pressure Number Type
Windows +31.9/-34.8 +/-50 MI WINDOWS FL 17499.6 NON IMPACT 3/16" TAPCONS W/ 1-1/4" MIN. EMBED @ 12"O/C
Mullions 37.7 +/-54 MI WINDOWS FL 15353 NON IMPACT 1/4" TAPCONS W/ 1-1/4" MIN. EMBED
Fixed Glass +33.5 / -36.3 +/-60 MI WINDOWS FL 15349.1 NONIMPACT 3/16"TAPCONS W/ 1-1/4" MIN. EMBED @ 12"O/C
Block Glass
Skylights
Sliding Glass Doors +28.5/-31.3 +/-35 MI WINDOWS 12080 FL 15332.3 NON IMPACT 3/16"TAPCONS W/ 1-1/4" EMBED @ 12" O/C
Swing Type Doors +31.9/-34.8 +/-50 THERMA TRU 2680 FL-7630.1 NON IMPACT 1/4"TAPCONS W/ 1-1/4" MIN. EMBED
French Doors
Garage Doors +28.5/-32.2 +39.2/-43.7 WAYNE DALTON 9100 FL-9174.10 R11 N/A 5/16" x 1-5/8" LAG SCREW EA. BRACKET
Hurricane Protection 37.7 +49.0 /-56.0 WRMCANESTO"MPANELMAI 16293-R1 N/A 1/4"-20x3/4"S.S.KNURLED STUDS 12-1/2"O.C.TOP&BTM
Roof Ventilation
Roofing Material -83.4 PSF -172 PSF EAOLEI1.11.OPRO..TS CAPISTRANO CONC.TILE NOA NO. 16-0314.08 N/A (2) 10d RING SHANK NAILS
Revised 07/22/2014
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. 0001,
Name: AM:r- L1E Signature: ee/,.77
Design Prof: �N4t� .) Ajij d1Z. �Cert. No. OCl Date: