HomeMy WebLinkAboutREVISION - BUILDING PERMITOFFICE USE ONLY:
DATE FILED: 1VV5 �A
REVISION FEE:
LOCATION/SITE
SCANNED
BY
St. Lucie County
FILE COPY Y"pltc�
PERMIT#
RECEIPT # Wiqli
PLANNING & DEVELOPMENT V' d
BUILDING & CODE REGULATION IV RECEIVED
2300 VIRGINIA AVENUE
FORT PIERCE,FL34982.5652 JUL 5 ?019
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS "f1e county, Permitting
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
f
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. M CBC051145
BUSINESS NAME: GRBK GHO HOMES LLC
QUALIFIERS NAME: WILLIAM HANDLER
ADDRESS: 590 NW MERCANTILE PLACE
CITY: PORT ST LUCIE STATE: FL
PHONE (DAYTIME): 772-873-1711
OWNER/BUILDER INFORMATION:
N7t1v1B: GRBK GH MEADOWOOD LLC
CITY: PORT ST LUCIE
PHONE (DAYTIME: 772-873-1711
STATE: FL
ARCHITECT/ENGINEER INFORMATION:
ST. LUCIE CO CERT. #:
_ ZIP: 34986
FAX: 561-688-0909
ZIP: 34986
FAX: 561-688-0909
NAME: NUELLE ENGINEERING
ADDRESS: 11634 SW ROWENAST
CITY: PORT ST LUCIE STATE: FL ZIP: 34987
PHONE (DAYTIME): 561-629-6975 FAX:
SLCCC: 9123109
Revised 06130117
Planning & Development Services Dep
Building & Code Regulations Divis
2300 Virginia Avenue, Fort Pierce, FL 34982 —
Certification for Design Load
ProjectYName:
Project Address: ':�'.3 O
/1703' �6�%-74/
LOOPY `5
CEIVED
46JUL 1
Lucie Cou .ei0M. ,.
Permit#: / / (/� ��%_�o Occupancy Type: J� itionType:
• 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 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 16 ft Roof Pitch: 6 :12 Parapet: NSA ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1: +20.0.31.3 Zone 2: +20.0, 55.3 Zone 3: +20.0' 31'7 Zone 4: +34.7,-37.6 Zone 5:+34'1• -46'5 Garage: +2e.5; 34.3
7. Design Loads: Floor: 100 PSF Roof/Dead: 12 PSF Roof/Live: 30 Balcony: NIA PSF
Dock: N/A PSF Deck: NIA PSF Stairs: NSA PSF Fence: N/A PSF Railings: NSA PSF
B. 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: I
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
�1 ''_
of Donald J. Nuelle 52046
Print Name Cert # & Co. Cert Auth.
Nuelle Engineering
�v
" 11634 SW Rowena Street, P.S.L. FL 34987
t,
/ Company Name & Address
Revised
— Planning,& Development Services Department
- Building & Regulations Division
dsT. Luc Product Review Affidavit
Building Permit # 1 L 6 3 Owners Name, bA G ,e— L UC • Applicant:
nl
Product
moomo
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
NONIMPUT
3/16" TAPCONS W/ 1-114" MIN. EMBED eJ&VIC
Mullions
37.7
+/-54
MI WINDOWS
FL 15353
NON IMPACT
1/4" TAPCONS W/ 1-1/4" MIN. Elbcn
Fixed Glass
+33.5 / -36.3
+/- 60
MI WINDOWS
FL 15349.1-R11
NONIMPACT
3/16" TAPCONS W/ 1-1/4" MIN. EMBED
9PA., /C
Block Glass
Skylights
Slldin Glass Doors
+28.5 / -31.3
+/-55
MI WINDOWS
12080
FL 22401.1
NONIMPFCT
3/16" TAPCONS W/ 1-1/4" EMBED @ /C
SwIng Type Doors
+31.9 /-34.8
+/-50
THERMATRU
2680
FL-7630.1
NONIMPACT
1/4" TAPCONS W/ 1-1/4" MIN. EM
French Doors
Gars a Doom
+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. BRA
-
Hurrieane Protection
37.7
+49.0 / -56.0
men wxeeronuP eeMA
16293.1
N/A
1/4"-204/4" S.S. KNURLED STUDS 12-1/2" O.C. TOP & BTM
Roof Ventilation
Roofing Material
_83.4 PSF
- 172 PSF
eA"""°°""°P"°°"""
BELAIRCONO.TILE
NOANO.17-0822.13
N/A
(2) 10d RING SHANK NAILS
Revised
I _
I have reviewedlthe above components or cladding and I have approved their a in thi structure. It e products provide adequat esistan to the
wind loads and forces specified by current code provisions.
Name: Nuelle Engineering Signature: e
Design Prof: Donald J. Nuelle Cert. No. 5204 Date: 7/9/19