HomeMy WebLinkAboutREVISIONOFFICE USE ONLY: SCANNED
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DATE FILED: IS- St. Lucie County PERMIT # 15po - (�) 0O
REVISION FEE: 07RECEIPT # �) O
PLANNING & DEVELOPMENT S
BUILDING & CODE REGULATION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-565
(772) 462-1553 FAX (772) 462-
APPLICATION FOR BUILDING P
PROJECT INFORMA .
1
2. DETAILED DESCRIPTION OF PROJECT
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:GZC
BUSINESS NAME: Z
QUALIFIERS NAME:
ADDRESS: �Ol S
CITY: vr' 1 . c
PHONE (DAYTIME): -T-I 21 -
4. OWNER/BUILDER I`N'F`ORMATI(
NAME: _ 1 L I L7QY
ADDRESS:
CITY:
PHONE: -na,-!i(pII
- 5» ARCHITECT/ENG Ej�Y ER INF-(ORi
NAME: < L.Ln _
ADDRESS:
CITY: LAD
PHONE (DAYTIME):79cl - 5'
Revised 07222014
I -0- ST
STATE:
FAX:
COUNTY CERT. M
Ff ZIP:
ra - 4wo - rn-I�l
STATE: F 1 ZIP: ygtS2
FAX: — - - - --
- qo c7n FAX:
CONTRACTOR: South Florida Aluminum Products, Inc.
DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
1. The 5th Edition (2014) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the
Aluminum Design Manual prepared by The Aluminum Association, Inc.
Washington, D.C., 2005 Edition
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5:
Risk Category 1.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed:
Vut.T=158 MPH, VASD=122 MPH
3. Exposure Category, Paragraph 1609.4.3: Exposure C
4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category
1-Pafio Cover. Non -Habitable, Unconditioned
Foundation Design
Existing concrete. No additional concrete footing or slab is required to resist the
loads imposed upon the existing slab by the proposed construction if the existing
slab is a minimum of 4" thick and in sound condition, free from structural
cracking, spalling, or other deterioration. Note: Posts not located within 36" of
slab edges.
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 12" 0.024" Town & Country Industries Riser Panel,
Florida Product Approval Number FL 17638
Specifications
The following specifications are applicable to this project:
1. All work shall be in accordance with the 5th Edition (2014) Florida Building Code,
and any other applicable local codes and regulations.
2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no
manufacturer substitution is acceptable without the specific written, signed and
sealed authorization of Suncoast Aluminum Engineering, LLC.
3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material
most be approved.
4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better
zinc plated to ASTM B633, or stainless steel series "300".
5. All Self Mating Beam Sections are to be stitched with either 814 screws 6" from
ends and 24" center to center or 912 screws 6" from ends and 12" center to center.
6. Where concrete specifications are required, whether in the screen enclosure scope or
not, by one or more regulatory agency, the following specifications are applicable:
a. Concrete shall conform to ASTM C94 for the following components:
i. Portland Cement Type 1,- ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining +/-1%-ASTM C 260
iv.Water reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" or more than 5". Water
added after batching is not permitted.
d. Prepare and place concrete per American Concrete Institute Manual of
f. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
h. All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
7. All flashing and weatherproofing shall be provided by the contractor.
8. Door location shall be determined by contractor in the field.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed design
and engineering fee.
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ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COP GE
REVIEWED BY
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION Wl' `1ADE
in,
EXISTING
HOST
STRUCTURE
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INT BEAM
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INT BEAM
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POST
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RISER PANEL
SCANNED
BY
St. Lucie County
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DRAWN BY
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DATE DRAWN
09/17/15
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ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
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2x2: 2"x2"xO.D46"
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MATING(SMB)
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(2) 318"DIA. CONCRETE
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SCREWANCHORS
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DIA THRU BOLTS
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MINIMUM FASTENER EDGE DISTANCE: M"
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MINRv1UM FASTENER SPACING: 3/4"
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LAG SCREWSIMOLEDGER
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DRAWN BY
STEEL
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WALL GIRT
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DATE DRAWN
09/17/15
REVISION
S-2 ISER PANEL TO INTERIOR POST CONNECTION
S-3
1 10/23/15
S-1 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL
A-Z
SCALE NTS
A"2
KNEE BRACE CONNECTION DETAIL
SCALE: NTS
SCALE: NIS
A-2
SHEEP NO:
A-2