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Home My WebLink AboutAPPROVED, Engineered Drawings - RicciottiCOPYRIGHTCNOT 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.ARNETTPROFESSIONALENGI N 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: East Coast Aluminum Products, Inc.DESIGN CRITERIA:WIND SPEED AND EXPOSURE HAVEBEEN DETERMINED USING THE ADVANCEDTECHNOLOGY COUNCIL'S WEBSITEAND GOOGLE EARTH.Applicable Codes, Regulations, and Standards1.The 7th Edition (2020) Florida Building Code, specifically Chapter 16 Structural Design,Chapter 20 Aluminum, and Chapter 23 Wood.2.AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aluminum DesignManual prepared by The Aluminum Association, Inc. Washington, D.C., 2010 Edition andthe Guide to Aluminum Construction in high wind areas, 2010.3.ASCE 7-16.Loading Criteria1.Live Load: N/A2.Dead Load: N/A3.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 Design Wind Speed: VASD =116 MPH3.3.Exposure Category, Section 1609.4.3: Exposure C4.Building Category for Aluminum Structures, Section 2002.6: Category Type 2 - GlassRoom: Non-Habitable, UnconditionedRoof Type1.Roof Type: N/A2.Roof Material: N/AFoundation DesignExisting concrete slab. No additional concrete footing or slab is required to resist theloads imposed upon the existing slab by the proposed construction if the existing slab is aminimum of 4” thick and in sound condition, free from structural cracking, spalling, orother deterioration.SpecificationsThe following specifications are applicable to this project:1.All work shall be in accordance with the 7th Edition (2020) Florida Building Code, and anyother 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 and sealedauthorization of Florida Aluminum Engineering, Inc.3.Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc platedto ASTM B633, or coated stainless steel series "300", or uncoated stainless steel series"400".4.All Self Mating Beam Sections are to be stitched with either #14 screws 6” from ends and24” center to center or #12 screws 6" from ends and 12" center to center.5.Approved concrete screw anchors to be Simpson Titen-HD or equivalent.6.Door location shall be determined by contractor in the field.7.Where concrete specifications are required, whether in the screen enclosure scope or not, byone 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”. Water addedafter batching is not permitted.d.Prepare and place concrete per American Concrete Institute Manual of StandardPractice, 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 in compliancewith 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 lumber and plywood shall have grade marks and treatment identification and Shallconform to the following:a.Framing lumber shall be minimum no. 2 southern yellow pine and have a maximummoisture content of 15%.b.Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcure, asrecommended for the use condition. Pressure treated lumber shall be impregnatedwith a cca salt treatment in accordance with f.s. tt-w-571 and bear the AmericanWood Preservatives Institute quality mark lp-2.c.Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1.d.Aluminum members that are uncoated shall be separated from PT lumber by 30# feltpaper, 10 mil polyethylene sheet or equivalent material.9.Contractor shall provide Florida Product Approval information as to the exact window beingutilized for this project, including manufacturers specifications, and installation methods foranchoring the submitted windows to aluminum members and specific sizes as indicated onA-1. Aluminum member thickness to be increased as required by the Florida ProductApprovals for anchorage of products.10.Contractor shall provide any additional backing (aluminum, wood etc..) and anchors asrequired by the window manufacturers recommended procedures.11.All glass panels within 24" of a door opening shall be of tempered glass perFBC-R308.412.All flashing and weatherproofing shall be provided by the contractor.13.Use of these plans acknowledges and accepts a limit of liability not to exceed design andengineering fee.A-1RICCIOTTI 5836 DREAM COURT FORT PIERCE FL 34982TP----03/12/21 UPRIGHTCHAIR RAIL MEMBER0.125" 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-20.125" 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 UPRIGHTKICK 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"EXISTINGHEADERPOST TO HEADER DETAILSCALE: NTSUPRIGHT2" x 2" x 0.125" x 2 5/8" LONGINTERNAL ALUM ANGLEEACH SIDE OF POSTCONTINUOUS1 1/2" x 3" ALUMRECEIVINGCHANNELWOOD HEADER:(1) 3/8" x 3" LAG SCREW INTO HEADERCONCRETE HEADER:(1) 3/8" DIA. x 3" CONCRETE SCREWANCHOR INTO HEADERCONC. HEADER:1/4" DIA. x 2" CONCRETESCREW ANCHOR 6" FROMPOSTS AND @ 24" O.C.WOOD HEADER:1/4" DIA. x 2" WOOD SCREWS6" FROM POSTS AND @12"O.C.B-3A-22" x 3" SECTION POST TO CONCRETE DETAILSCALE: NTS1/8" x 2" x 2" EXTRUDEDANGLE 5052 H-32 ALLOY EASIDE W/ (4) #14 x 3/4" SMSSLAB / FOOTINGSEE PLANUPRIGHT(2) 3/8" DIA. CONCRETESCREW ANCHORS(2 1/4" CONC. EMBED)FRONT VIEWSIDE VIEW1 1/2" x 3" RECEIVINGCHANNEL ANCHORED TOCONCRETE w/ 1/4" X 1 1/4"CONCRETESCREW ANCHOR - 6" MAX EACH SIDE OFPOST AND 24" O.C. MAX2 14" MIN CONCANCHOR EMBEDMENTCONTINUOUS1 1/2" x 3" ALUMRECEIVINGCHANNEL6"BA-22" MIN EDGE DISTANCE FROMEXTERIOR OF COLUMN TOOUTSIDE EDGE OF SLAB1X3 RECEIVING CHANNEL TO HEADER DETAILSCALE: NTSCONC. HEADER:1/4" DIA. x 2" CONCRETESCREW ANCHOR @ 24" O.C.WOOD HEADER:1/4" DIA. x 2" WOOD SCREWS@ 12" O.C.EXISTINGHEADEREXISTING HOST1 1/2" x 3" RECEIVINGCHANNEL1 1/2" x 3" RECEIVINGCHANNELWOOD:1/4" DIA. x 2" WOOD SCREWS@ 12" O.C.CONC:1/4" DIA x 2" CONCRETESCREW ANCHOR @ 24" O.C.B-2A-2RC TO HOST STRUCTURE DETAILSCALE: NTSWOOD:1/4" DIA. x 2" WOOD SCREWS@ 12" O.C.CONC:1/4" DIA x 2" CONCRETESCREW ANCHOR @ 24" O.C.1 1/2" x 3" RECEIVINGCHANNELC-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-RICCIOTTI 5836 DREAM COURT FORT PIERCE FL 34982TP03/15/21---