HomeMy WebLinkAboutCertificate of Design Load CompliancePlanning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certification for Design Load Compliance
Project yl Name: W. 111 Wqq ow�d J. TI at
Project Address: 29 O2 [�h+- ? (K9— br •
Permit #: Occupancy Type:sFf2— onstruction Type:
INSTRUCTIONS FOR USE:
•
This certification must be completed, signed, and sealed by the design professional of record.
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Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following:
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o New Residences (single or multi -family)
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o Residential Addition
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o Any accessory structure requiring a building permit
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Any non-residential structure.
ote: Form not required for interior renovations provided that no exterior structural elements are affected and
ain minor building permits at the discretion of the local building official. Contact the #above for questions.
D
IGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
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 _lll_IV Exposure Category:_B X C _D
4.
Design Wind Velocity 160 mph X ASO LRFD End Zane 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 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1: +t 9.9, -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 Structure7_Yes _Not Applicable Explain Why Not:
Aspect Ratio <4:1
9.
Is A Continuous Load Path Provided? X Yes NotApplicable Explain Why Not:
10.
Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT: REMEWED FOR
I certify
that, to the best of my knowledge and belief, the attached plarrl1s,$�, fic igj e o
g
comply with the applicable structural portions of the building codes cu feArt y d�dj5t-gi )d XY�'Fog e
County. I also certify that structural elements depicted on these plans prdv L a M&MUU�sign
forces spec" d J B®CC
/ Donald J. Nuelle ��.. (� @Q
Cert # & Co. CerPAE C ®Er II
Date,
Print Name
Nuelle Engineering
11634 SW Rowena Street, Port St. Lucie, FL 34987
Company Name & Address
Revised 12/07/2018
Building Permit 4
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
v
MAR 0 3 120
ST. Lucie County,
Owners Name Q")�, G 1 AJO Applicant: (' k VASV C"ltfc�)
eu mOod L(-
Product
Opening Design
Pressures
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Type
Method of Attachment
Windows
+31.9/-34.8
+60/-70
MI WINDOWS
FL 17499.5 R5
NONI PAT
3/16" TAPCONS W/ 1-1/4" MIN. EMBED @ 12" O/C
Mullions
37.7
+/-54
MI WINDOWS
FL 15353
....WAcr
1/4" TAPCONS W/ 1-1/4" MIN. EMBED
Fixed Glass
+33.5 / -36.3
+/- 60
MI WINDOWS
FL 15349.1-R11
NONIAD -
3/16" TAPCONS W/ 1-1/4" MIN. EMBED @ 12" O/C
Block Glass
Skylights
Sliding Glass Doors
+28.5 / -31.3
+/-55
MI WINDOWS
12080
FL 22401.1
NONI9AO
3/16" TAPCONS W/ 1-1/4" EMBED @ 12" O/C
Swing Typo Doors
+31.9 / -34.8
+/-50
THERMA TRU
2680
FL-20468.10
NONI PAtt
1/4" TAPCONS W/ 1-1/4" MIN. EMBED
French Doors
Garage Doors
+28.5 / -34.8
+39.2 / -43.7
WAYNE DALTON
9100
FL-9174.10 R12
N/A
5/16" x 1-5/8" LAG SCREW EA. BRACKET
Hurricane Protection
37.7
+49.0 / -56.0
16293.1
N/A
1/4"-20x3/4" S.S. KNURLED STUDS 12-1/2" O.C. TOP & BTM
Roof Ventilation
Roofing Material
_83.4 PSF
-1 7 2 PSF
�GER FHGRO0118
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
wind loads and forces specified by current code provisiogs.
Name, Nuelle Engineering r7 Sig
Design Prof. Donald J. Nuelle M Cert. No. 5;
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provide
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