HomeMy WebLinkAboutWilli esealCOPYRIGHTCNOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF FLORIDA ALUMINUM ENGINEERING, INC.
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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.
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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 by the proposed construction if the existing slab is aminimum 4" thick with an 8” x 8" thickened slab edge and in soundcondition, free from structural 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: MANSARD
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WILLI
8537 BELFRY PLACE
PORT ST LUCIE
FL 34986
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4" x 4" x 0.125"POST(2) 3/8" DIA. CONCRETESCREW ANCHORS(3" CONC. EMBED)4" x 4" POST TO CONCRETE CONNECTION DETAILSCALE: NTS 1" x 2" OB W/ 1/4" CONCRETESCREW ANCHOR 6"FROM UPRIGHT & @24" O.C. (MIN. 3" EMBED.)BA-2 INTERNAL/EXTERNAL4" x 4" x 1/8" EXTRUDEDPOST BASE W/ (2) 3/8"DIA. THRU BOLTS 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:
D
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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
-
WILLI
8537 BELFRY PLACE
PORT ST LUCIE
FL 34986
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CONTRACTOR TO VERIFY2" x 4" FASCIA - IF LESSTHAN 2" x 4" FASCIA, 2" x 4"SUB FASCIA SHALL BEPLACED OVER, LENGTHENLAG SCREWS TO FULLYPENETRATE SUB FASCIA.IF OTHER FASCIA, ADD 2" x4" PT FASCIA w/ 1/2" LAGBOLTS - 1 1/2" INTO TRUSSTAILS - COUNTERSINKFLUSH. WHEN INSTALLING1/2" LAG SCREWS,PRE-DRILL w/ 3/8" DRILL TOPREVENT SPLITTING.1" x 2" x 0.044" OPEN BACKW/ (2) #10 x 2 1/2" SMS THRUBEAM INTO SCREW BOSSESMATINGELEMENT1/8" x 2" x 2" x 2" ALUMANGLE W/ (4) #14 x 3/4"SMS EACH FLANGEEACH SIDE OF BEAM GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAILSCALE: NTS 7" GUTTER (1) 2" WIDE x 0.125" "Z"BRACKET @ EACH SIDE OFBEAM ATTACHED TO FASCIAW/ 3/8" x 3" LAGS (3 PERBRACKET) AND (1) 3/8" x 3" LAG@ 24" O.C. AT GUTTER(1) #10 x 1 1/2" SMS 6"FROM BEAM AND 24" O.C.2 1/8" x 1 1/8" x .062" (MIN.)ALUM RECEIVING CHANNELW/ MIN. (2) #12 x 3/4" SMS NOTE:(2) 3/8" DIA. x 4" LAG SCREWS FORSPANS GREATER THAN 30'-0"GA-3 (1) 3/8" DIA. x 4" LAGSCREW INTO EXISTINGOVERHANG FRAMINGOR RAFTER TAILROOF BRACING CONNECTION DETAIL EXTERNALRECEIVING CHANNELFULL HT OF BRACEW/ (2) #12 EACH FACE(3) #12 SMSINTO EAVE RAILEXTERNALRECEIVING CHANNELFULL HT OF BRACEW/ (2) #12 EACH FACE(3) # 12 SMSINTO EAVE RAILROOF BRACING CONNECTION DETAILSCALE: NTS H-3A-3
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
-
3
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WILLI
8537 BELFRY PLACE
PORT ST LUCIE
FL 34986
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2" x 2" x 1/4" x 6" LONG ALUMANGLE 5052 H-32 ALLOY W/(3) 3/8" DIA. CONCRETE SCREWANCHORS MIN. 5" CONCRETEEMBEDMENT SIMPSON SETOR EQUIVALENT & (2) 3/8"DIA. THRU BOLTS1" x 2" O.B. ATTACH TOUPRIGHT W/ #12 x 1 1/2"SPACED 6" FROM ENDSAND @ 24" O.C.1" x 2"2" x 2" 1/8" x 2" LONG 5052H-32 ALLOY ALUM ANGLEW/ (2) #12 x 1 1/2" SMSINTO POST & (1) 3/8"DIA. x 2 3/4" CONCRETEEMBEDMENT SCREWANCHOR6" x 6" POST TO CONCRETE CONNECTION DETAILSCALE: NTS B-1A-4 1" x 2"6063-T6 ALUMINUM6" x 6" x 0.125"ALUM POST 2" x 2" 1/8" x 2" LONG 5052H-32 ALLOY ALUM ANGLEW/ (2) #12 x 1 1/2" SMSINTO POST & (1) 3/8"DIA. x 2 3/4" CONCRETEEMBEDMENT SCREWANCHOR2" x 2" x 1/4" x 6" LONG ALUMANGLE 5052 H-32 ALLOY W/(3) 3/8" DIA. CONCRETE SCREWANCHORS MIN. 5" CONCRETEEMBEDMENT SIMPSON SETOR EQUIVALENT & (2) 3/8"DIA. THRU BOLTS 6063-T6 ALUMINUM6" x 6" x 0.125"ALUM POST PURLINMATING ELEMENT ATTACHMENT @ GUTTER CORNER DETAILSCALE: NTS GUTTER2" "Z"GUTTERBRACE (2) 1/4" x 2"LAG SCREWSLIPMATING ELEMENT G-1A-3 EXISTING FASCIASEE G/A-3 FORREQUIREMENTS2" x 2" x MEMBER DEPTH x 0.125"ALUM ANGLE W/ (4) #14 SMSEACH FLANGE 2" x 2" x MEMBER DEPTH x 0.125"ALUM ANGLE W/ (4) #14 SMSEACH FLANGE 2" x 2" x MEMBER DEPTH x 0.125"ALUM ANGLE W/ (4) #14 SMSEACH FLANGE
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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.
A
-
4
-
WILLI
8537 BELFRY PLACE
PORT ST LUCIE
FL 34986
T
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FRONT WALL POST TO CARRY BEAM @ ROOF BEAMLOCATION CONNECTION DETAILSCALE: NTS DA-5 2" x 2" x 1/8" x ROOF BEAMDEPTH ALUM ANGLE EACHSIDE OF UPRIGHT W/ (8)#14 x 3/4" EACH LEG EACH SIDE 2" x 8" SMBCARRIER BEAM2" x 2" x 1/8" ALUM ANGLEEACH SIDE OF UPRIGHTW/ (8) #14 x 5/8" SMS EACHLEG 2" x 9" SMBCARRIER BEAM6063-T6 ALUMINUM6" x 6" x 0.125"ALUM POST NOTCH UPRIGHT AROUNDCARRIER BEAM1" x 2" O.B. ATTACH TO CARRIERBEAM W/ #12 x 1 1/2" SPACED6" FROM ENDS AND @ 24" O.C.1" x 2" O.B. ATTACH TO UPRIGHT W/ #12 x 1 1/2" SPACED6" FROM ENDS AND @ 24" O.C.1 1/8" x 2 1/8" x 1 1/8" x 0.125" ALUMRECEIVING CHANNEL W/ (7) #14 x 3/4"SMS INTO EACH SIDE OF BEAM &W/ (7) #14 x 3/4" SMS INTO POST 2" x SMBROOF BEAM2" x SMBROOF BEAM 6063-T6 ALUMINUM6" x 6" x 0.125"ALUM POST
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
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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8537 BELFRY PLACE
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