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Home My WebLink AboutPROJECT INFORMATIONN V1,41 q, M 02 Comns'if Uction, Zngi T USmen,RoaWSun-.-RoomIFII 'ge-(N�-R&Movabi&Screm—DWgldt.VM$MdacWaIWMd.SpeeM ElCarPort ! : FlPado Cover SCANNED BY St Lucie County ■ roject.Ad. eis: 1�z6z- t� Or ac -�'Addmft: ;3qol- 3 *Z71P Codes 'q *Phone/FaX: 7-7, Z- W`99180 Wmailm Picklu Og in heck[j c C 7' .(F,qr Cruet q-th Cad - -,p mg0to Eb�eeringpjr�.pEby - 1 4,2. E Copies, a &-c Dmn andpKo k�,ixm to payby. -aeclkcarq L32BIl 2�D2 LUUMd CAV=930 A. MR, .1101 V, A LUARNUAVA, SCREEN, DESIGN fl6n veering ,`kbftfppt, ,�-w_jh -SP '.X aiggoyC KI r,A' Screen R omy.. -- 'insulated n Pan Roofn Fas,q.i.A MO.& .Uprig,.htg: --- !!I� X, T-61 Dome F] ,O,Utt0tE] Wall: Bic Bea'ms 2 x Car Port< Insulated.n PanF1 Fascia F] Waji; 'EB Beams X, p ConventionalD Plate. - X. Kick Plate Mansard Conventional g hts.4 Z. x Purlih x El convontionai F] x Patio Covet, J, linsulated'. ❑ Pan F] Fascia: ❑ WatI-'Ble 'KFI Goo-v Ot.10hal..D. geAm's x Pb'* x EjdNew: w 4".-Slab ..ing j t' PierE]Ribbon. Footer x EJ Pavers. . : i Othet, ,No.te,:lri.th(Yevbnt'th.attKefe is,a,cOnfl" es' J, p.1 notes: and.,desigh.stbridbrd thdlcdWact6r, with plans , standard; t . .1 . ign p phs and gpner shall Utilize.the more trmgerit dimensions and merrmber sizes 'priortoordering ma er,i..Is'�jkricatibmand/or 6on' strUction b6twe6n the plansLI'and the general notes -and dlesignstandard. End*eri` Wha6I.Th6ffibson, MSdi,.P.E.,(PE#4750p). 4401 Mjnq18.6d..k66d Suite A6;6Hafidoi.FL,32811 (cM8000)-Pfi.407:734-14761 Fax 1:790. ;CAL[,'k SCREENDESIGNr! _ �^�,> go A S' D Aicrminum S Gcnslructicn Engineering General Notes & Design Standards (Non -Removable Pool Screen) The following are general design standards. More stringent design standards may be noted on the plans. In the, event of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more stringent dimensions and/or member sizes prior' to ordering materials, fabrication and/or construction. Design Codes: Florida Building Code 2017 (61 Edition) j Aluminum Design Manual 2015 I ASCE 7-10 Design Loads: i Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -150 MPH (FBC Table 2002i4) Risk Category: -See attach site specific plan sheet (FBC Table 1604.5) Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3) I Additional Load requirements: Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. In addition to wind pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously withlwind load. Design Basis: Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor General Requirements: Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of information shown as correct and obligates himself to any expense, real or implied, arising from their use. A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor and must be submitted to the engineer for approval. The general contractor and each subconti actor shall review the approve construction plans in its entirety and verify all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall bear no responsibility or liability for the construction of premises and accuracy of the drawings. Foundation and Earthwork: Applicable only when unsuitable soils are encountered. When unsuitable soils are encountered 4 specified bearing strata, notify owner's representative/engineer. Soil bearing capacity — 2,000 psf Minimum Provide neat excavation for footing and place concrete immediately after excavation and inspection. Pump water from footing excavation if greater than one inch. Compact all fill to 95% ASTM D698 density. Unit soil weight = 105 pcf Internal angle of friction = 30 degrees Coeff. Of friction between footing and soil = 0.5 Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com ALUMINUM SCREEN DESIGN 17311ANASDAluminum « Cor:sfructirn Engineering Structural Aluminum: - Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum design. All aluminum shall be 6005-T5 (E=10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046" Splicing prohibited without prior approval as to location and type. i Burning of holes in aluminum members is prohibited. Any member with burned holes must be replaced. Aluminum Protection: Shall be pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or other masonry materials, shall be protected with powder coated or ESP paint or alkali -resistant coatings, such as heavy -bodied bituminous paint or water -white methacrylate lacquer. Screws: Aluminum self -tapping screws shall conform to ASME B 18.6.4 specification. Self —tapping screws shall meet the requirements of ADM J.5 Maximum fastener spacing shall not exceedi(3+20t) where "t" is the member thickness in inches. For roofing and siding connection, use minimum #12 screws for end and side laps spaced at 12" max for side lap and end lap fasteners shall be no more than 2" from the end of overlapping sheets. For bottom plate and column base, secure i With '/4" tapcons a minimum embedment of 1 1/8" and 2 '/4" respectively into concrete footer. Bolts: ' Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro-galvanized steel. Double cadmium plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter. Bolts shall meet the requirements of ADM J.3 Chair Rails, Purlins & Wind Brace: I Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction. Wind Speed =150 MPH 2 x 2 Chair Rail = 4'-9" 2 x 2 Purlins 6'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 8'-0" 2 x 3 Chair Rail = 6'-9" 2 x 3 Purlins = 6'-9" 2 x 3 Wind Brace = 6'-9" 2 x 4 Wind Brace = 8'-0" Concrete Conform to ACI 318, latest edition and!ACI 301 Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi Exposed chamfer edges shall be'/<" I Reinforcing Steel: Conform to ACI 318 and 315, Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth dowels & ties shall be ASTIMI A185 Welded Wire Fabric shall be ASTM Al85 or A82 (Flat sheet). Deformed bar anchors shall be ASTM A496, Grade 70 Cover: Footing 3" Washer: Washers shall be used under bolt heads and under nuts. Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road.,Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com �M M ALUMINUM SCREEN 4 EMMAS- --i :4wmtnurrs &. construction Engineering -` Hole Alignment: Poor matching holes must be rejected. Contractor, shall prevent holes from drifting and distort the metal: All chips•• N J and foreign matter between contacting surfaces 'shall be removed before assembly. 1 V Cables: Contractor shall provide a minimum 1/8" diameter stainless steel cable tie down at side and rear walls of pool screen enclosure. Contractor shall secure cable to top of column located at each corner and where there is a difference in column height locations. In addition, cables shall be spaced to provide wall support not exceeding 227.5 ft2 with bottom each end of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 '/z" x '/4" tapeons or equal. Beams & Uyrights: In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations prior to ordering materials, fabrication and/orlconstruction. 150 MPH i PRIMARY ROOF MEMBERS-PO,OL CAGE ENCLOSURES SIZE Roof Span *Maximum Beam Spacing = 6'-0" Roof Span *Maxi mum Beam Spacing = 6'18" Roof Span *Maximum Beam Spacing = 7'-2" 2 X 4 14'-3" 131'-3" 10'-6" 2 X 5 19'-0" 18!'-0" 15'-6" 2 X 6 22'-3" 20'-0" 18'-9" 2 X 7 24'-0" 21'-8" 21'-6" 2 X 8 28'-0" 26'-9" 26'-6" 2 X 9 30'-0" 28'-5" 28'-0" 2 X 10 33'-6" 31'-11" 3114" Upright -Pool Cage Enclosures Upright Sso MPH SIZE Height 2 X 4 10'-3" 2 X 5 12'-3" 2 X 6 13'-3" 2 X 7 14'-6" 2 X 8 15'-6" 2 X 9 16-6" Knee Bracing: Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and length requirements. Knee bracing on upright above super gutter intersection shall be connected to upright no more than 6" above the super gutter. Knee brace size shall be a minimum of 2 x 2 for beam span of IS' max; 2 x 3 for 30' max; 2 x4 for beam span greater than 30' Purlin• Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall not exceed 7'-2". Header Beam: Contractor is required to install a minimum 2 x 7 header beam supported with 3 x T column space at 10 feet (max) with a 2' x 2' x 1'-6" concrete footer with 3#5 each way when screen enclosed is required to be attached super gutter at the interface of the insulated roof panel. Contractor is required to install insulated roof covering pursuant to the Florida product approval specification (45 psf). Intermediate Girts: Contractor is required to install intermediate chair rails/girts spaced at mid -span between the chair rails and top rail or 6'-0" max on center when column: height exceeds 11 feet. Contractor is also required to install one additional intermediate chair rail/girt to be located 3 feet below the top rail. when column height exceeds 14 feet. Edge Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer. Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com