HomeMy WebLinkAboutREVISIONOFFICE USE ONLY:
DATE FILED: _
REVISION FEE:
1.
SCANNED
St. Luce County
PERMIT # 1906-0276
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553 FAX (772) 462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SIU3 Hammond Rd.
ADDRESS:
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
93
4.
Detail TW-2/3 revised - see attached Revised Engineer's Drawings
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CB
BUSINESS NAME: 7
QUDREFIE."IN 7o�N 39th Stre
CITY: Fort Pierce
PHONE (DAYTIME): (772) 465-
OWNER/BUFLDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE:
ST. LUCIE COUNTY CERT. #:
LLC
STATE: I'L 'GIP: T
FAX: (772)465-3252
FAX:
ZIP:
5. ARCHITECT/ENGINEER INFORMATION:
NAME: Seaside Engineers
ADDRESS:
CITY: Vero Beach STATE: F1. ZIP:
3296-1
PHONE (DAYTIME): FAX:
Revised 0722/2014
FILE COPY REVISION
r . 1,
Design Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category I.
2. Basic Wind Speed, Table 1609C, State of Florida Cebris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VmT=150 MPH
3. Exposure Category, Paragraph 1609.4.3: C
Applicable Codes. Regulation and Standards
1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2 AA ASM 35 and Specifications for Aluminum Structure, Part 1-A of the Aluminum
Design Manual prepared by The Aluminum Association, Inc. Washington, D.C.,
2010 Edition
3. ASCE 7-10
General Notes
1. The contractor shall verify all dimensions prior to construction
2. - All work shall comply with all local and regional ordinances.
3. Any deviation from this plan shall be reviewed by the engineer of record and is
subject to approval.
Specifications
The fallowing specifications are applicable to this projects:
1. Where concrete specification are required, whether in the screen enclosure scopE
or not, by one or more regulatory agency, the following specifications are
applicable.
1.1. Concrete shall conform to ASTM C94 for following components:
1.1.1. Portland Cement Type 1, -ASTM C 150
1.1.2. Aggregate - Large Aggregate 3K' max- ASTM C 33
1.1.3. Air entraining +7-1%- ASTM C 260
1.1.4. Water reducing agent- ASTM C 494
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted
1.2. Metal accessories shall conform to:
1.21. Reinforcing Bars-ASTM A615, grade 60
1.22 Welded wire fabric-ASTM A185
1.3. Concrete slump at discharge per chute not less then 3" or more than 5".
Water added after batchtng is not permitted.
1.4. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 including hot weather recommendation:
1.5. Moist ours or polyethylene curing required.
1.6. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
1.7. All aluminum components embedded within concrete shall be mated with E
bituminous paint or epoxy.
1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable aftemative to
6X6 Wl.4fWl.4 WWF.
2 Aluminum extrusions shall be 6005 TS Alloy.
3. Fasteners are required to be corosion resistant, minimum SAE Grade 2 or better
zinc plate to ASTM B633, or stainless steel series "300".
4. All Self Mating Beam Sections are to be stitched with either#14 screws 6" from
end 24" on center or#12 screws 6" from and 12" on center.
5. Screened enclosures containing swimming pools shall comply with the applicable
requirements of FB 5 1 q C R4 01. 7 Residential Swimming Barrier requirements.
S. Door location shall be determined by contractor in the field.
7. When installing pavers over concrete slab or footing which are supporting
aluminum members, such as continuous screen tracks or upright, the anchors
must extend past the pavers and reach proper embedment into the underlying
foundation.
8. All flashing and waterproofing shall be provided by the contractor.
9. Use of these plans acknowledges and accepts a limb of liability not to exceed
design and engineering fee.
10. Vinyl and acryfic panels shall be removed when wind speeds exceed 75mph
Foundation Design: New 12"x12" (2 05 bar Cont)fSides)l 16"x16" (Back) Ribbon
Footing
Concrete shall be a minimum 2,500 psi. Reber 31" lap splice. Use 3" chairs. Per torte
edition of the Florida Building Code, Residential, Section 401.4.1, soils testing is not
required for design using the presumptive bearing pressure of 1,500 per,
Roof Type Screen Size
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3 SCALE: NTS
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