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Home My WebLink AboutWIND SPEED & EXPOSURECOPYRIGHTCNOT 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 FLORIDA ALUMINUM ENGINEERING, INC. L I 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.5601 MARINER STREET SUITE 240 TAMPA FL. 33609 TEL: (813) 374-2403 FAX: (813) 374-4516 FLORIDA BUSINESS REGISTRY LICENSE NO. 32807 CONTRACTOR: East Coast Aluminum Products, Inc.DESIGN CRITERIA:Applicable Codes, Regulations, and Standards1.The 7th Edition (2020) Florida Building Code, specifically Chapter 16Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood.2.AA ASM 35 and AA ADM1 Specifications for Aluminum Structures,Part 1-A of the Aluminum Design Manual prepared by The AluminumAssociation. and the AAF Guide to Aluminum Construction in High WindAreas.3.ASCE 7-16.Loading Criteria1.Live Load: 10 PSF per 7th Edition (2020) Florida Building Code,Appendix I Section 105.12.Dead Load: 1 PSF3.Wind Load:3.1.Building Occupancy Category, Section 1604.5 and Table 1604.5:Risk Category 1.3.2.Ultimate Design Wind Speed: VULT = 150 MPH, Nominal DesignWind Speed: VASD = 116 MPH3.3.Exposure Category, Section 1609.4.3: Exposure B3.4.Screen Enclosure Section 2002.44.Building Category for Aluminum Structures, Section 2002.6: CategoryType 1 - Screen Room: Non-Habitable, UnconditionedRoof 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-R5.Foundation DesignExisting concrete. No additional concrete footing or slab is required toresist the loads imposed upon the existing slab by the proposedconstruction if the existing slab is a minimum of 4” thick and in soundcondition, free from structural cracking, spalling, or otherdeterioration.SpecificationsThe following specifications are applicable to this project:1.All work shall be in accordance with the 7th Edition (2020) FloridaBuilding Code, and any other applicable local codes and regulations.2.Aluminum extrusions shall be 6005 T5 Alloy. Due to quality controlissues, no manufacturer substitution is acceptable without the specificwritten, signed and sealed authorization of Florida AluminumEngineering, Inc.3.Screen material shall be 18/14 screen unless approved by FloridaAluminum Engineering, Inc.4.Fasteners are required to be corrosion resistant, minimum SAE Grade 2 orbetter zinc plated to ASTM B633, or coated stainless steel series "300", oruncoated stainless 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 screws6” from ends 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 screenenclosure scope or not, by one or more regulatory agency, the followingspecifications are applicable:a.Concrete shall conform to ASTM C94 for the followingcomponents: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 than5”. Water added after batching is not permitted.d.Prepare and place concrete per American Concrete InstituteManual of Standard Practice, Parts 1, 2, and 3 including hotweather recommendations.e.Moist cure or polyethylene curing permitted.f.Prior to placing concrete, treat the entire subsurface area fortermites in compliance with the FBC.g.Concrete shall be placed over a polyethylene vapor barrier.h.All aluminum components embedded within concrete shall becoated with a bituminous 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 toexceed design and engineering fee.WIND SPEED AND EXPOSUREHAVE BEEN DETERMINED USINGTHE ADVANCEDTECHNOLOGY COUNCIL'SWEBSITE AND GOOGLE EARTH.A-1SMITH 5215 MYRTLE DRIVE FORT PIERCE FL 34982TP----08/12/21 1/8" x 2" x 2" EXTRUDEDANGLE 5052 H-32 ALLOY EASIDE W/ (2) #14 x 3/4" SMSINTO UPRIGHTUPRIGHT(2) 3/8" DIA. CONCRETESCREW ANCHORS(2 1/4" CONC. EMBED)6"FRONT VIEWSIDE VIEW1" 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. MAX2 1/4" MIN CONCANCHOREMBEDMENT1 1/4" MIN CONCANCHOREMBEDMENTSLAB / FOOTINGSEE PLANSLAB / FOOTINGSEE PLAN2" x 3" PB UPRIGHT TO CONCRETE DETAILSCALE:NTS1 1/4" MIN CONCANCHOR EMBEDMENTBA-22" MIN EDGE DISTANCE FROMEXTERIOR OF COLUMN TOOUTSIDE EDGE OF SLAB2" x PATIOEXTRUSIONCHAIR RAIL MEMBEROPTION 1:2" x 2" x 1/8" ALUM ANGLEW/ (4) #12 x 5/8" EACH SIDEOPTION 2:0.125" x 1 1/2" x 2 1/8" x 1 1/2"INTERNAL OR EXTERNALALUM RECEIVING CHANNELW/ (3) #12 x 3/4" INTOGIRT EACH FACE & (3)#12 x 3/4" INTO UPRIGHTCHAIR RAIL TO UPRIGHT DETAILSCALE:NTSCA-2KICK PLATE NOTES:1.0.024 ALUM2.SCREW ALL CORNERS3.100 B - 120 B WIND ZONESUSE #8 x 5/8" SMS @ 12" O.C.4.120 C - 140 B WIND ZONESUSE #8 x 5/8" SMS @ 8" O.C.5.140 C - 150 B WIND ZONESUSE #8 x 5/8" SMS @ 6" O.C.6.150 C & ABOVE WIND ZONESUSE #12 x 5/8" SMS @ 6" O.C.7.SCREW GIRT, BOTTOM RAIL& BOTH SIDES8.MAX KICK PLATE HT = 36"1X2 TO HOST STRUCTURE DETAILSCALE: NTSWOOD:1/4" DIA. 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 BOSS2" x 2" OR 2" x 3" HOLLOWSECTION GIRT1" x 2"C-1A-2CORNER 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 INTOCONCRETE(2) #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-2 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 FLORIDA ALUMINUM ENGINEERING, INC. 5601 MARINER STREET SUITE 240 TAMPA FL. 33609 TEL: (813) 374-2403 FAX: (813) 374-4516 FLORIDA BUSINESS REGISTRY LICENSE NO. 32807 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 EQUIVALENTA-2-SMITH 5215 MYRTLE DRIVE FORT PIERCE FL 34982TP08/12/21--- 3" COMPOSITEROOF PANEL1" x 1" x 1/8" ALUMANGLE W/ (3) #12x 3/4" SMS EACH SIDE3" x 2"UPRIGHT OR POSTSEE SHT FOR ADD'LMEMEBER INFO.COMPOSITE ROOF TO POST CONNECTIONSCALE: NTS#14 x 4" SMS W/1 1/2" DIA. NEOPRENEFACED WASHER @ 6" O.C.SA-3(2) 1/4" DIA.THRU BOLTSE-GUTTER W/ #12 @12" O.C.TOP & BOT. (3 PER PANEL)1/4" DIA. x 3"LAG SCREWS@ 12" O.C.3" COMPOSITE PANELFLASHING - INSTALLUNDER EXISTING DRIP EDGE3" x 0.062" EXTRUDEDRECEIVER CHANNEL#14 x 3/4" SMS @ 6" O.C.TOP AND BOTTOMW/ 1 1/2" DIA. NEOPRENEWASHER @ TOP SCREW ONLYCOMPOSITE PANEL TO FASCIA DETAILSCALE: NTSS-1A-3EXISTING HOST WALLBEAM TO HOST STRUCTURE ATTACHMENT DETAILSCALE: NTS3" x 2" x 0.050"END BEAM1 1/2" x 2 1/8" x 1 1/2" x 3" x 0.062"ALUM RECEIVING CHANNELW/ (3) #14 x 3/4" SMS EACHSIDE INTO BEAMCONCRETE:(2) 1/4" DIA. x 3" QUICKSETANCHORS INTO WALLWOOD:(2) 1/4" DIA. x 3" LAG SCREWSINTO WALL STUDSS-2A-3COMPOSITE ROOF TO POST @ CORNER CONNECTIONSCALE: NTS#14 x 4" SMS W/1 1/2" DIA. NEOPRENEFACED WASHER @ 6" O.C.3" x 2"UPRIGHT OR POSTSEE SHT FOR ADD'LMEMEBER INFO.1 1/2" x 2 1/8" x 1 1/2" x 0.062" x 3" LONGALUM RECEIVING CHANNEL W/ (3)#14 x 3/4" SMS EACH SIDE OFBEAM & (2) 3/8" DIA. THRU BOLTSINTO POSTS-3A-3#14 SMS x 1" MIN. LONGERTHAN PANEL W/ 1 1/2" DIA.NEOPRENE FACED WASHER@ 12" O.C. ALONG LENGTHOF ALL END BEAMS3" COMPOSITEROOF PANEL3" x 2" x 0.050"END BEAM1" x 1" x 1/8" ALUMANGLE W/ (3) #12x 3/4" SMS EACH SIDEE-GUTTER W/ #12 @12" O.C.TOP & BOT. (3 PER PANEL)1/8" x 2" x 2" EXTRUDEDANGLE 5052 H-32 ALLOYW/ (2) #14 x 3/4" SMSINTO DJUPRIGHT(1) 3/8" DIA. CONCRETESCREW ANCHORS(2 1/4" CONC. EMBED)6"FRONT VIEWSIDE VIEW2 1/4" MIN CONCANCHOR EMBEDMENTUPRIGHT TO CONCRETE @ PRE-HUNGDOOR LOCATION 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-3PRE-HUNGDOOR JAMB 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 FLORIDA ALUMINUM ENGINEERING, INC. 5601 MARINER STREET SUITE 240 TAMPA FL. 33609 TEL: (813) 374-2403 FAX: (813) 374-4516 FLORIDA BUSINESS REGISTRY LICENSE NO. 32807A-3-SMITH 5215 MYRTLE DRIVE FORT PIERCE FL 34982TP08/12/21---