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Home My WebLink AboutSmith esCOPYRIGHTCNOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF FLORIDA ALUMINUM ENGINEERING, INC. PROJECT ADDRESS:DRAWN BYDATE DRAWNREVISION12SHEET NO:34PROFESSIONAL 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.LI CENSET H OMASP.ARNETTPROFESSIONALENGIN E ERFLORIDA This item has beenelectronically signed and sealedby T.P. Arnett, PE. using aDigital Signature with date andtime. Printed copies of thisdocument are not consideredsigned and sealed and thesignature must be verified onany electronic copies.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: FLATA-1SMITH 8529 BELFRY PLACE PORT ST LUCIE, FLTP ----08/10/20 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAILSCALE: NTS1/8" x 2" x 2" EXTRUDEDANGLE 5052 H-32 ALLOY EASIDEUPRIGHT1" x 2" O.B. BASE PLATE - TYP2" MIN EDGE DISTANCE FROMEXTERIOR OF COLUMN TOOUTSIDE EDGE OF SLAB1 1/4" MIN CONCANCHOR EMBEDMENT2"MIN(1) 3/8" DIA. CONCRETESCREW ANCHORS(2 1/4" CONC. EMBED)(1) 1/2" DIA. THRU BOLT w/ NYLOCKJAM NUT - IN LIEU OF NYLOCK JAMNUT, JAM NUT w/ THREADLOCKERMAY BE USEDTIGHTEN TO CONTACT - DO NOTOVERTIGHTEN6"FRONT VIEWSIDE VIEW1" x 2" BASE PLATE ANCHORED TOCONC W/ 1/4" CONCRETE SCREWANCHOR (MIN. 1 1/4" EMBED)6" MAX EACH SIDE OF POST AND24" O.C. MAX2 1/4" MIN CONCANCHOR EMBEDMENTSLAB / FOOTINGSEE PLANSLAB / FOOTINGSEE PLANBA-2PURLIN OR GIRT TO BEAM OR POST DETAILSCALE: NTSSNAP OR SELF-MATING BEAMONLYCHAIR RAIL MEMBER2 1/2" x 1/8" x (GIRT OR PURLINWIDTH + 1/2" x BEAM DEPTHOR UPRIGHT DEPTH -1/2")ALUM BACKING PLATE6063-T6 ALUMNINUM(4) #10 x 1 1/2" SMS INTOSCREW BOSSESCA-2PURLIN2" x 2" EXTRUSION(2) #14 x 3/4"EA. SIDE2" x 4" x 1/16" BENTALUMINUM PLATEW/ (4) #14 x 3/4" EA.LEG1" x 2" FASTEN TO 2" x 2"W/ #14 x 1 1/2" @ 24" O.C.INTERNALLY SCREW2" x 2" THRU UPRIGHTW/ (4) #10 x 2" INTOSCREW BOSSSLOPED PURLIN TO UPRIGHT CONNECTION DETAILSCALE: NTSFA-21X2 TO HOST STRUCTURE DETAILSCALE: NTSWOOD:#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-3CORNER POST TO CONCRETE DETAILSCALE: NTSCORNER POSTSLAB / FOOTINGSEE PLANCORNER POST W/ 1" x 2" @BACKSIDEFRONT VIEWSIDE VIEW2"1" x 2" BASE PLATEANCHORED TO CONC W/ 1/4"CONCRETE SCREW ANCHOR(MIN. 1 1/4" EMBED)6" MAX EACH SIDE OF POSTAND 24" O.C. MAX3/8" x LENGTH AS REQUIREDFOR 2 1/4" EMBED CONCRETESCREW ANCHOR INTOCONCRETE1/8" x 2" x 2" EXTRUDEDANGLE 5052 H-32 ALLOYW/ (4) #14 x 3/4" SMSINTO POST1" x 2" O.B. FASTENED TO CORNERPOST W/ #12 x 1 1/2" SMS AT 6" FROMTOP & BOTTOM RAILS. TYPICALLY @24" O.C.1/8" x 2" x 2" EXTRUDED ANGLE 5052H-32 ALLOY EA CORNER W/ (2) #14 x 2"SMS INTO POST & (1) 3/8" DIA.CONCRETE SCREW ANCHOR INTOCONCRETE6"2 1/4" MIN CONCANCHOR EMBEDMENT6"(2) #10 x 1 1/2" SMSTHRU SCREW BOSSESCP-1A-2ALUMINUM 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:DRAWN BYDATE DRAWNREVISION12SHEET NO:34PROFESSIONAL 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-SMITH 8529 BELFRY PLACE PORT ST LUCIE, FLTP08/10/20--- 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.GUTTER BRACE & PURLIN ATTACHMENT DETAILSCALE: NTSGA-35" SUPER GUTTER8" WIDE EXTRUDED GUTTERBRACE REQUIRED AT ALLBEAM OR UPRIGHTATTACHMENT POINTS w/ (2)#10 x 3/4" SMS INTO GUTTERLIP(1) #14 x 2" SMS 6"FROM BEAM AND 24" O.C.(4) #10 x 2" SMS FROM1" x 2" INTO SCREW BOSSES(1) 3/8" DIA. x 4" LAGSCREW INTO EXISTINGOVERHANG FRAMINGOR RAFTER TAIL1/8" x 2" x 2" EXTRUDEDANGLE 5052 H-32 ALLOYW/ (4) #14 x 3/4" SMSINTO DJ(1) 3/8" DIA. CONCRETESCREW ANCHORS(2 1/4" CONC. EMBED)6"FRONT VIEWSIDE VIEW2 1/4" MIN CONCANCHOR EMBEDMENTDOOR JAMB TO CONCRETE DETAILSCALE: NTS1" x 2" BASE PLATEANCHORED TO CONC W/ 1/4"CONCRETE SCREW ANCHOR(MIN. 1 1/4" EMBED)6" MAX EACH SIDE OF POSTAND 24" O.C. MAXSLAB / FOOTINGSEE PLANDJ-1A-42" x 2" DJ COPYRIGHTCNOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF FLORIDA ALUMINUM ENGINEERING, INC. PROJECT ADDRESS:DRAWN BYDATE DRAWNREVISION12SHEET NO:34PROFESSIONAL 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-SMITH 8529 BELFRY PLACE PORT ST LUCIE, FLTP08/10/20---