HomeMy WebLinkAboutSmith esCOPYRIGHTCNOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF FLORIDA ALUMINUM ENGINEERING, INC.
PROJECT ADDRESS:
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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.
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CONTRACTOR: Mario Russo Aluminum, Inc.DESIGN CRITERIA: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-Aof the Aluminum Design Manual prepared by The Aluminum Association. andthe AAF Guide to Aluminum Construction in High Wind Areas.3.ASCE 7-10.Wind Loads1.Building Occupancy Category, Section 1604.5 and Table 1604.5: RiskCategory 1.2.Ultimate Design Wind Speed: VULT = 150 MPH, Nominal Design Wind Speed:VASD = 116 MPH.3.Exposure Category, Section 1609.4.3: C4.Screen Enclosure Section 2002.4Foundation DesignExisting concrete. 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.Where concrete specifications are required, whether in the screen enclosurescope or not, by one or more regulatory agency, the following specifications areapplicable: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”.Water added after batching is not permitted.d.Prepare and place concrete per American Concrete Institute Manual ofStandard Practice, Parts 1, 2, and 3 including hot weatherrecommendations.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 coatedwith a bituminous paint or epoxy.2.Aluminum extrusions shall be 6005 T5 Alloy3.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".4.Approved concrete screw anchors to be Simpson Titen-HD or equivalent.5.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 tocenter.6.Screened enclosures containing swimming pools shall comply with theapplicable requirements of FBC R4501.17 Residential Swimming Barrierrequirements.7.Screen material shall be 18/14 screen unless approved by Florida AluminumEngineering, Inc.8.Door location shall be determined by contractor in the field.9.When installing pavers over concrete slab or footing which are supportingaluminum members, such as continuous screen tracks or upright, the paversmust be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout toensure full positive contact with concrete.10.All flashing and waterproofing shall be provided by the contractor.11.Use of these plans acknowledges and accepts a limit of liability not toexceed design and engineering fee.Roof TypeRoof Type: FLAT
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1X2 TO HOST STRUCTURE DETAILSCALE: NTS WOOD:#10 x 3" WOOD SCREWS, 6"FROM GIRT & @ 12" O.C.CONC:1/4" DIA. x 3" CONCRETESCREW ANCHOR, 6"FROM GIRT & @ 24" O.C.(4) #10 x 1 1/2" INTOSCREW BOSSCHAIR RAIL MEMBER1" x 2"C-1A-3
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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
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.
A
-
2
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SMITH
8529 BELFRY PLACE
PORT ST LUCIE, FL
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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
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FLORIDA LICENSE: CA LIC. NO. 32807
FLORIDA ALUMINUM
ENGINEERING, INC.
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