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Home My WebLink AboutENGINEERINGHOST EXISTING COVERED LANAI THERE ARE NO SLEEPING ROOMS ADJACENT TO THE LANAI. EGRESS THROUGH HOST IS UNAFFECTED BY CONVERSION TO SUNROOM. CATEGORY III SUNROOM HOST TOP OF SLAB: 100'-0" ASSUMED ELEVATION PROPOSED SUNROOM TOP OF SLAB: 99'-8" ASSUMED ELEVATION CONTRACTOR SHALL NOT REMOVE ANY LOAD-BEARING COLUMNS OR BEAMS. EXISTING FRAMING SHALL REMAIN. 2X3X0.125 + 1-1/2"X3" RC 2X3X0.125 + 1-1/2"X3" RC 2X3X0.125 2X3X0.125 + 1-1/2"X3" RC3X3X0.125 + 1-1/2"X3" RC3X3X0.1253X3X0.1253X3X0.1253X3X0.1252X3X0.125 + 1-1/2"X3" RC2X3X0.125 + 1-1/2"X3" RC2X3X0.1253X3X0.125 + 1-1/2"X3" RC 2X3X0.125 + 1-1/2"X3" RC A A A AB CSR-2 2 SR-3b 2 NOTE: THE TOP OF RAIL SHALL BE NO LESS THAN 36" ABOVE THE TOP OF SLAB IF THE FLOOR IS GREATER THAN 30 INCHES ABOVE THE ADJACENT LEVEL. SR-1 2 PLAN VIEW FRONT ELEVATION RIGHT ELEVATIONWINDOW/DOOR SCHEDULE MARK TYPE WIDTH (INCH) HEIGHT (INCH)MANUFACTURER MODEL FPA # or NOA BUILDING PRESSURE (PSF) PRODUCT PRESSURE (PSF) A HORIZ. ROLLER WINDOW 63 13/16 54 1/2 PGT HR-7710 FL242.4 29.5 -39.4 65 -65 B SWING DOOR 36 86 PGT FD-101H FL253.1 29.5 -39.4 75.0 -75.0 C HORIZ. ROLLER WINDOW 63 13/16 54 1/2 PGT HR-7710A FL242.4 29.5 -39.4 65 -65 ALL DOORS AND WINDOWS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND WATERPROOFED PER FBC, LOCAL JURISDICTIONAL REQUIREMENTS, AND F.S. 553.842. PRESSURES ARE APPLICABLE FOR MAXIMUM MEAN ROOF HEIGHT = 15FT. SAFETY GLAZING SHALL BE PROVIDED PER FBC R308. ALUMINUM COIL KICKPLATE INSIDE AND OUT WITH 3" FOAM BETWEEN. FASTEN WITH #12 x 3/4" SMS @ 12" O.C. INTO EACH MEMBER. (TYP) Design Parameters 1.Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category I. 2.Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed, VULT = 160 MPH 3.Exposure Category, Paragraph 1609.4.3 : C Applicable Codes, Regulation and Standards 1.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 Structure, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2010 Edition 3.ASCE 7-16 4.AWS General Notes 1.The contractor shall verify all dimensions prior to construction 2.All work shall comply with all local and regional ordinances. 3.Any deviation from this plan shall be reviewed by the engineer of record and is subject to approval. Specifications The following specifications are applicable to this projects : 1.Where concrete specification are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable. 1.1.Concrete shall conform to ASTM C94 for following components: 1.1.1.Portland Cement Type 1, -ASTM C 150 1.1.2.Aggregate - Large Aggregate 3/4" max - ASTM C 33 1.1.3.Air entraining +/- 1% - ASTM C 260 1.1.4.Water reducing agent - ASTM C 494 1.1.5.Clean Potable water 1.1.6.Other admixture not permitted 1.2.Metal accessories shall conform to: 1.2.1.Reinforcing Bars - ASTM A615, grade 60 1.2.2.Welded wire fabric - ASTM A185 1.3.Concrete slump at discharge per chute not less then 3" or more than 5". Water added after batching is not permitted. 1.4.Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2 and 3 including hot weather recommendations. 1.5.Moist cure or polyethylene curing required. 1.6.Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. 1.7.All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 1.8.Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative to 6X6 W1.4/W1.4 WWF. 2.Aluminum extrusions shall be 6005 T5 Alloy. 3.Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plate to ASTM B633, or stainless steel series "300". 4.All Self Mating Beam Sections and PFB are to be stitched with either #14 screws 6" from end 24" on center or #12 screws 6" from end 12" on center. 5.Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4501.17 and FBC 454.1.3.1.9. 6.Door location shall be determined by contractor in the field. 7.When installing pavers over concrete slab or footing which are supporting aluminum members, such as continuous screen tracks or upright, the anchors must extend past the pavers and reach proper embedment into the underlying foundation. 8.All flashing and waterproofing shall be provided by the contractor. 9.Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. 10.Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph 11.Welds shall be done in accordance with AWS codes, standards, and specifications. 12.Weld size shall be the maximum allowable for the member(s) unless otherwise noted in the plan. Roof Type None Screen Size None Foundation Design: Existing 12"x12" Thickened Edge 4" Slab on Grade Existing concrete. No additional concrete footing is required to resist the loads imposed by the proposed construction if the existing footing is in sound condition, free from structural cracking, spalling, or other deterioration. ALUMINUM MEMBER DIMENSIONS 2 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" HOLLOW SECTIONS 1 x 2: 1" x 2" x 0.040" 1 x 3: 1" x 3" x 0.045" OPEN BACK SECTIONS 2 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" SNAP SECTIONS 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"x0.092" x 0.398" SELF MATING BEAM (SMB) MINIMUM FASTENER EDGE DISTANCE : 1/2" MINIMUM FASTENER SPACING : 3/4" SIMPSON TITEN HD OR EQUIVALENT CONCRETE SCREW ANCHOR : ITW BUILDEX OR EQUIVALENT SHEET MATEL SCREWS (SMS) : 3.75 PFB: 2" x 3.75" x 0.050" 5.75 PFB: 2" x 5.75" x 0.055" OTHER SELF MATING BEAMS KB: KNEE BRACE 3 x 3: 3" x 3" x 0.125" 4 x 4: 4" x 4" x 0.125" 6 x 6: 6" x 6" x 0.125" COLUMNS RC: REC. CHANNEL SHEETSEASIDE ENGINEERSCertificate of Authorization 320484265 60th CourtVero Beach, Florida 32967www.seasideengineers.com - (772) 202-8008 - info@seasideengineers.comProject Address: Clink Residence360 European CourtFort Pierce, Florida 34982White AluminumEdward RoskePE # 722281 NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL. 01/07/22 ***NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS*** COLUMN TO HOST CONNECTION SCALE: NTS SR-2 2 (1) 3/8" DIA. ANCHOR THRU BEAM INTO HOST. EACH SIDE. CONC: 2-1/4" EMBEDMENT WOOD: 3-1/2" EMBEDMENT FRONT SECTION VIEW SIDE VIEW WOOD: #10 x 3" WOOD SCREWS @ 6" FROM ENDS & 12" O.C. CONC. 1/4" DIA. x 3" CONCRETE SCREW ANCHOR @ 6"FROM ENDS & 24" O.C. #10 x 3/4" SMS @ 6" FROM END AND 24" O.C. (4) #10 x 3/4" SMS INTO POST, EACH SIDE. 2" x 2" x 1/8" ( x WIDTH OF COLUMN) ANGLE. EACH SIDE BEAM COLUMNCOLUMN TO CONCRETE CONNECTION SCALE: NTS SR-1 2 (1) 3/8" DIA CONCRETE SCREW ANCHOR EACH SIDE (2-1/4" CONCRETE EMBEDMENT) 2" x 2" x 1/8" ( x WIDTH OF INTERIOR REC CHANNEL) ANGLE. EACH SIDE OF POST SIDE VIEW FRONT SECTION VIEW (4) #14 x 3/4" SMS INTO POST, EACH SIDE. 1/4" DIA x 3-1/2" CONCRETE ANCHOR @ 12" O.C COLUMNREC CHANNEL REC CHANNEL REC CHANNEL NOT REQUIRED ON DOOR INSTALLATIONS PURLIN / GIRT / CHAIR RAIL ATTACHMENT WITH PANEL SCALE: NTS SR-3b 2 PURLIN / GIRT / CHAIR RAIL WOOD: #10 x 3" WOOD SCREWS @ 6" FROM ENDS & 12" O.C. CONC. 1/4" DIA. x 3" CONCRETE SCREW ANCHOR @ 6"FROM ENDS & 24" O.C. 4" x 4" x 1/8" ANGLE WITH (4) #10 x 3/4" SMS IN EACH FLANGE, EACH SIDE (TYP)COLUMNBEAM INSIDE OF REC. CHANNEL 4" x 4" x 1/8" ANGLE WITH (4) #10 x 3/4" SMS IN EACH FLANGE INTO MEMBER. (2) 3/8" DIA ANCHOR THRU BEAM INTO HOST. 2-1/4" EMBEDMENT FOR CONCRETE, 3-1/2" EMBEDMENT FOR WOOD TOP VIEW SHEETSEASIDE ENGINEERSCertificate of Authorization 320484265 60th CourtVero Beach, Florida 32967www.seasideengineers.com - (772) 202-8008 - info@seasideengineers.comProject Address: Clink Residence360 European CourtFort Pierce, Florida 34982White AluminumEdward RoskePE # 722282 01/07/22