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HomeMy WebLinkAboutPLANS 1SCREEN DESIGN Alumjnum L iontlruclion Engineering '_Plan Types: Screen Room Pool Screen/Cage (Removable Screen - Remy Pool Screen/Cage (Non -Removable Screen — Car Port Patio Cover Other: screen when wind speed exceeds 75 MPH) dgned to withstand actual Wind Speed) *Reference. Melville New Revision❑ Date•6/31/15 *Project Address: 2302 Grand Oak Ave r *City: Ft. Pierce 'Contractor Name: Tripod Aluminum, Inc.- - *Address: 6916 Vickie cir "City: W,Melbcume *Zip Code: 32904 *Ph one/FaX: 321.729-9695 *Email: Thad@TdpodAluminum.com; Michelle@TdpodAluminum.00m *Choos®`One: Mail❑ Pick Up❑ 'I Fed Ex•© P No of Copies *For FedEx-option got to www aluminumscreendesign cam and provide FedFx account #) *Payment: Check❑ . Credit Card *Q I! *(For Credit Card option go to wwwsiuminumscreendesion com to pay by credit card) Engineedng prepared by: 1 ®■ S Enalneor: Mkim.1ThPmPron. Mae. P.E. IP.E. 947 oNlun,107-529-3300 Website: Fax 888-923-8181 C 0 P CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD rdESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA lf6 e -_ 11%1 BUILDING DODE. ®L LUCIE COUNTY BUILDING DIVISION DIVISION RBVIEWBP FOR CO IANCE REVIEWED BY DATE PLANS AND PE MIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE THESE PLANS AND ALL PROPOSED WOi_ _ ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. SCANNED BY St. Lucie County 9 F �- IS"x �x "Ultimate Wind Speed (mph): 760 AL MINU_M SCREEN DES_I_GN A lV minVm 6 Construction Engineering Category: C Risk Category: 1 Screen Room:_ insulated[] -Pan Roof Fascia Wall: Block❑ Conventional❑ Uprights _x Top Plate I x Kick Plate Pool Screen/Cage: Dome Gable❑ Mansard❑✓ Gutter® Wall: Block❑ Conventional❑ Beams 2 x 7 Uprights 2 xa Purlin 2 x? Car Port: Insulated❑ Pan❑ Fascia❑ Wall: Block Conventional❑ Beams x Post x Patio Cover: Insulated❑ Pan❑ Fascia❑ Wall: Block[] Conv'I ntlonal❑ Beams _x_ Post x I Concrete- I Existing New: 4" Slab ✓❑ Pier❑Ridbon Footer _x_ Pavers❑ Other: Note: In the event that there is a confllct With the design plans and general notes and design standard, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction between the plans and the general notes and design standard. F 1 4 Ro'-k-0 rourpi ®® ALttndiNUM SCREEN DESIGN +.%'-I. 1 • General Notes & Design Standards (Non -Removable Pool Screen) ws The following are general design standards. More stringent design standards may be noted on the plans.�i the event . ; r of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilizestlie more stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction. ' `"`". • v Design Codes: Florida Building Code 2014 (5th Edition) a� Aluminum Design Manual 2010 vi ASCE 7-10 Design Loads: , Pursuant to FBC Chapters 16 & 20 @A Ultimate Wind: -150 MPH (FBC Table 2002.4) Risk Category: -See attach site specific plan sheet (FBC Table 1604.5) \ Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3) 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 with wind 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 subcontractor 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 -as -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 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 \ www.aluminumscreendesign.com ® :LLMINUIIASCPE[-N GESiGN ®� Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice fat> 0minum' . r 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. 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, concrelfor other masonry materials, shall be protected with powder coated or ESP paint or alkali -resistant coatings, s heavy-bodied bituminous paint or water -white methacrylate lacquer. Screws: Aluminum self -tapping screws shall conform to ASME B18.6.4 specification. ` Self -tapping screws shall meet the requirements of ADM J.5 Maximum fastener spacing shall not exceed (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" n7g�x� lap and end lap fasteners shall be no more than 2" from the end of overlapping sheets. fp -� 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: 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 = 5'-9" 2 x 2 Purlins = T-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 10'-0" 2 x 3 Chair Rail = T-9" 2 x 3 Purlins = T-9" 2 x 3 Wind Brace = T-9" 2 x 4 Wind Brace = 10'-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 3/4" Reinforcing Steel: _ Conform to ACI 318 and 315, Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth dowels & ties shall be ASTM A185 -- - -- --- — — - - Welded Wire Fabric shall be ASTM A185 or A82 (Flat sheet). - - - deformed baaz anchors shall be ASTM A496, Grade 70 Cover: Footing 3" Washer: Washers shall be used under bolt heads and under nuts. Hole Alienment• Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips and foreign matter between contacting surfaces shall be removed before assembly. 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com ®® ALUMIIIUN1 SCREP_Y DESIGN Cables: aj Contractor shall provide a minimum 1/8" diameter stainless steel cable tie down at side and reaz walls o'pooLacreen enclosure. Contractor shall secure cable to top of column located at each comer and where 'there is a di8erehce column height locations. In addition, cables shall be spaced to provide wall support not exceeding 2275,ft with bottom each end of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1%:;'•x '/." tapcons or equal. Beams & Uoriehts: 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/or construction. . 150 MPH PRIMARY ROOF MEMBERS -POOL CAGE ENCLOSURES. SIZE Roof Span *Maximum Beam Spacing = 6-0" Roof Span *Maximum Beam Spacing = 6'-8" Roof Span *Maximum Beam Spacing = 7'-2" 2 X 4 16'-3" 15'-3" 12'-6" 2 X S 21'-0" 20'-0" 17'-6" 2 X 6 24'-3" 22'-0" 20'-9" 2 X 7 26'-0" 23'4' 23'-6" 2 X 8 30'-0" 28'-9" 28'-6" 2 X 9 32'-0" 30'-S" 30'4' 2 X 10 35'-6" 33'-11" 33'-6" Upright -Pool Cage Enclosures Upright 150 MPH SIZE Height 2 X 4 10'-3" 2 X 5 12'-3" 2 X 6 13'-3" 2 x 7 14'-6" Knee Bracine: Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and length requirements. Purlin• Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall not exceed 7'-2". a J 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com THESE PLANS AND ALL PROPOSED WOR;., A^E SUBJECT TO ANY CCRRECTIONS P' :IUIRED BY FIELD INSPECTORS THAT h-AY DE NECESSARY IN ORDER TO C WITH ALLAPPLICABLE CODES. vIrotALto FASTENERS ORATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OFRECORD — u2• — t a xa gal gal 20 2n2 2n2 p 1# In2 la lag In2 za L � 6 2nl N pp KK 20 21 z»2 20 a 1(2 M2• 66 66 20 2n) 2 n2 M � N 2 3 v C FALL A b m z O E � m b2 In2 E s 2m 21