HomeMy WebLinkAboutCertificate For Design Load CompliancePlanning& Development Services Department MAR 032020
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462- n Lucie County, Permitting
,�/� /�C,errttiifi�ccaatiio�n.]for Design /Lo,,ad Compliance
Project Name: �I-t�t('r—G(C^1�'-l�.i icy Uq
Project Address: \ t.p Cph.l RIK LJr
Permit #: Occupancy Type: 51— K— • Construction Type:
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 2017 Building Code Sixth 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 ASDLRFD End Zone Width: 6 ft
S. Mean Roof Height 18 ft Roof Pitch: 6 :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 30sgft @ 15'MRH, clearly label on all plan openings):
Zone 1: +19.9,-31.7 Zone 2: +19.9, -55.1 Zone 3: +19.9, -81.5 Zone 4: +34.6, -37.5 Zone 5: +34.6;46.3 Garage: +28.5; 34.8
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 WPji W:: 19" vv o_v I . . -
CODE COMPLIANCE
10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports SubmitteST. LyUCIE COUNTY
DESIGN PROFESSIONAL CERTIFICATION STATEMENT: B®CC
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 that'structural elements depicted on these plans provide adequate resistance to the design
for so ifieaf d: / -
Date,
Donald J. Nuelle P.E. 52046
Print Name
Nuelle Engineering
11634 SW Rowena Street, Port St. Lucie, FL 34987
Company Name & Address
Revised 12/07/2018
Building Permit #
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
- 1 .r
MAR 0 3 ?- )11 l
ST. Lucie C
oUnrY, Permitting
Owners Name c-,"4 C i-to Applicant: C—) JZe7�_ (i1 / v
M.09/31H ("A kN-M I I C- t4rvvx a C I L.(,
Product
Opening Design
Pressures
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Type
Method of Attachment
Windows
+31.9 /-34.7
+/-55
MI WINDOWS
FL 17499.1
MPACT
3/16" TAPCONS W/ 1-1/4" MIN. EMBED @ 10" O/C
Mullions
37.7
+/-54
MI WINDOWS
FL 15353.3 1 FL 15353.4
IMPACT
1/4" TAPCONS W/ 1-1/4" MIN. EMBED
Fixed Glass
+33.4 -36.3
+/- 55
MI WINDOWS
FL 15349.5
IMPACT
3116" TAPCONS W/ 1-1/4" MIN. EMBED EQ. SPACING
Block Glass
Skylights
Sliding Glass Doors
+28.4 / -31.2
+/-55
MI WINDOWS
12080
FL-22401.3
IMPACT
3/16" TAPCONS W/ 1-1X' MIN. EMBED @ 12" O/C
Swing Type Doors
+31.9 /-34.7
+/-50
THERMATRU
3080 SGL LITE
FL-20468.10
IMPACT
1/4" TAPCONS W/ 1-1/4" MIN. EMBED 14" O/C
French Doors
Garage Doors
+28.5 / -34.8
+39.2 / -43.7
WAVNE DALTON
9100
FL-9174.10 R12
N/A
(2) 3/8" TITEN SCREWS EA. BRACKET
Hurricane Protection
Roof Ventilation
Reefing Material
-83.4 PSF
-172PSF
.R.F1NGPROD-C
BELAIRCONC.TILE
NOANO.18-0829.05
N/A
(2) 10d RING SHANK NAILS
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved th ' use in
wind loads and forces specified by current code provisions.
Name, Nuelle Engineering Signature•
Design Prof: Donald J. Nuelle Cert.No.
These products provide
Date. 1 /18/2020
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