HomeMy WebLinkAboutConnolly es (2)COPYRIGHTCNOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF FLORIDA ALUMINUM ENGINEERING, INC.
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4 PROFESSIONAL ENGINEER
THOMAS P. ARNETT, P.E.
LICENSE No. #46043
FLORIDA ALUMINUM
ENGINEERING, INC.
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5601 MARINER STREET SUITE 240
TAMPA FL. 33609
TEL: (813) 374-2403
FAX: (813) 374-4516
FLORIDA LICENSE: CA LIC. NO. 32807
CONTRACTOR: KING CARTER ALUMINUMDESIGN CRITERIA:WIND SPEED AND EXPOS
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AND GOOGLE EARTH.Applicable Codes, Regulations, and Standards1.The 6th Edition (2017) Florida Building Code, specifically Chapter 16 StructuralDesign, Chapter 20 Aluminum, and Chapter 23 Wood.2.AA ASM 35 and AA ADM1 Specifications for Aluminum Structures, Part 1-A ofthe Aluminum Design Manual prepared by The Aluminum Association. and theAAF Guide to Aluminum Construction in High Wind Areas.3.ASCE 7-10.Loading Criteria1.Live Load: 10 PSF per 6th Edition (2017) Florida Building Code, Appendix ISection 105.12.Dead Load: 2 PSF3.Wind Load:3.1.Building Occupancy Category, Section 1604.5 and Table 1604.5: RiskCategory 1.3.2.Ultimate Design Wind Speed: VULT = 150 MPH, Nominal Design Wind Speed:VASD = 116 MPH3.3.Exposure Category, Section 1609.4.3: Exposure C3.4.Screen Enclosure Section 2002.44.Building Category for Aluminum Structures, Section 2002.6: Category Type 1 -Screen Room: Non-Habitable, UnconditionedScope of Work:Does not include analysis of existing structure.Roof Type1.Roof Type: MONOSLOPE2.Roof Material: 3” x 48” x 0.024” composite panel Elite 2000, 1.0# density foam,Florida Product Approval Number FL 7561-R4.Foundation DesignExisting concrete slab. No additional concrete footing or slab is required to resistthe loads imposed upon the existing slab by the proposed construction if theexisting slab is a minimum of 4” thick and in sound condition, free fromstructural cracking, spalling, or other deterioration.SpecificationsThe following specifications are applicable to this project:1.All work shall be in accordance with the 6th Edition (2017) Florida Building Code,and any other applicable local codes and regulations.2.Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, nomanufacturer substitution is acceptable without the specific written, signed andsealed authorization of Florida Aluminum Engineering, Inc.3.Screen material shall be 18/14 screen unless approved by Florida AluminumEngineering, Inc.4.Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or betterzinc plated to ASTM B633, or coated stainless steel series "300", or uncoatedstainless steel series "400".5.Approved concrete screw anchors to be Simpson Titen-HD or equivalent.6.All Self Mating Beam Sections are to be stitched with either #14 screws 6” fromends and 24” center to center or #12 screws 6" from ends and 12" center to center.7.Where concrete specifications are required, whether in the screen enclosure scope ornot, 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 150ii.Aggregates - Large Aggregate 3/4” max - ASTM C 33iii.Air entraining +/- 1% - ASTM C 260iv.Water reducing agent - ASTM C 494v.Clean Potable watervi.Other admixtures not permittedb.Metal accessories shall conform to:i.Reinforcing Bars - ASTM A615, grade 60ii.Welded wire fabric - ASTM A185c.Concrete slump at discharge chute not less than 3” or more than 5”. Wateradded after batching is not permitted.d.Prepare and place concrete per American Concrete Institute Manual ofStandard Practice, Parts 1, 2, and 3 including hot weather recommendations.e.Moist cure or polyethylene curing permitted.f.Prior to placing concrete, treat the entire subsurface area for termites incompliance with the FBC.g.Concrete shall be placed over a polyethylene vapor barrier.h.All aluminum components embedded within concrete shall be coated with abituminous paint or epoxy.8.All flashing and weatherproofing shall be provided by the contractor.9.Door location shall be determined by contractor in the field.10.Use of these plans acknowledges and accepts a limit of liability not to exceeddesign and engineering fee.
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2707 N HIGHWAY AIA
APT C
FORT PIERCE
FL 34949
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COPYRIGHTCNOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF FLORIDA ALUMINUM ENGINEERING, INC.
PROJECT ADDRESS:
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3
4 PROFESSIONAL ENGINEER
THOMAS P. ARNETT, P.E.
LICENSE No. #46043
5601 MARINER STREET SUITE 240
TAMPA FL. 33609
TEL: (813) 374-2403
FAX: (813) 374-4516
FLORIDA LICENSE: CA LIC. NO. 32807
FLORIDA ALUMINUM
ENGINEERING, INC.
ALUMINUM MEMBERS DIMENSIONSHOLLOW SECTIONS2 x 2: 2” x 2” x 0.046”2 x 3: 2” x 3” x 0.050”2 x 4: 2” x 4” x 0.050”2 x 5: 2” x 5” x 0.050”OPEN BACK SECTIONS1 x 2: 1” x 2” x 0.040”1 x 3: 1” x 3” x 0.045” SNAP SECTIONS2 x 2 Snap: 2” x 2” x 0.045”2 x 3 Snap: 2” x 3” x 0.050”2 x 4 Snap: 2” x 4” x 0.045”SELF MATING (SMB)2 x 4 SMB: 2” x 4” x 0.044” x 0.100”2 x 5 SMB: 2” x 5” x 0.050” x 0.100”2 x 6 SMB: 2” x 6” x 0.050” x 0.120”2 x 7 SMB: 2” x 7” x 0.057” x 0.120”2 x 8 SMB: 2” x 8” x 0.072” x 0.124”2 x 9 SMB: 2” x 9” x 0.072” x 0.124”2 x 10 SMB: 2” x 10” x 0.092” x 0.398”MINIMUM FASTENER EDGE DISTANCE: 1/2"MINIMUM FASTENER SPACING: 3/4"CONCRETE SCREW ANCHOR:SIMPSON TITEN HD OR EQUIVALENTSHEET METAL SCREWS (SMS):ITW / BUILDEX OR EQUIVALENT
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2707 N HIGHWAY AIA
APT C
FORT PIERCE
FL 34949
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FRONT WALL
COPYRIGHTCNOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF FLORIDA ALUMINUM ENGINEERING, INC.
PROJECT ADDRESS:
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:
3
4 PROFESSIONAL ENGINEER
THOMAS P. ARNETT, P.E.
LICENSE No. #46043
5601 MARINER STREET SUITE 240
TAMPA FL. 33609
TEL: (813) 374-2403
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FLORIDA LICENSE: CA LIC. NO. 32807
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ENGINEERING, INC.
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