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HomeMy WebLinkAboutALUMINUM SCREEN DESIGN PAPERWORKy ALU AhINUM SCREEN DESIGN _ -A _ DAIurninum & Construction Enaineering *Plan TY{?es: SC BNNED2 ❑Screen Room/Sun Room/Fill In St. Lucie County ❑Pool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed) ❑Car Port/Patio Cover ❑Other: Address: 5426_Place Lake Drive port st locie 9/13/2019' Contractor Name: Affordable Screen Rooms Company *Address: 313 N-W. Aurora Street *City: Port St. Lucie *Zip Code: 34983 *Phone/Fax: PH (772) 626-4495 *Email: RAY@ASRC.US Choose One: ❑Mail El Pick Up FAX (772)6733338 ❑E-File OFed Ex/UPS* 2 # of Copies ❑ Single PDF ❑ Each Page Separate *(For FedEx option go to www.aluminumsereendesign.com and provide FedEx/UPS account #) * Payment ❑Check ©Credit Card* *(For Credit Card option go to www.aluminumscreendesign.com to pay by credit card) Engineering prepared by: F1 lilEe?.6 Y ODE COMPLIAN M AS DCY. LUCIE COU+ Engineer: Michael Thompson, MSc, P.E. (P.E. # 47509) 4401 Vineland Road- Suite A6 Orlando, FL 32811 Office:407-734-1470 Cell: 407-721-2292 Project Manager Paul Thomas 386-479-9504 Fax: 888-923-8181 Email: aluminumscreendesian(dvahoo.com vveDSlte: www.aiuminumscreenaesicin.com CA#30930 A ya; ALUMINUM UM SCREEN DESIGN °`"`• __ Aluminum & Gonslruction Engineering. *� Ultimate Wind Speed (mph) 150 Exposed Category; C Risk Category: 1 Screen Room/Sun. Room/FillIn: ❑✓ Insulated ❑Pan Roof Gutter ❑✓ Fascia ❑Block Wall ❑Conventional Wall ❑ 41 Wall Uprights X Top Plate 2 X 3 Chair Rail 2 X 3 Uprights X Top Plate X Chair Rail —X— Kick Plate Pool Screen/Cage ❑ Dome ❑ Gable ❑ Gutter ❑Fascia Beams X Uprights Beams X Uprights ❑Mansard/Hip ❑Shed/Slope ❑ Block -Wall ❑ Conventional Wall X Purlin -X-Chair Rail X X Purlin -X-Chair Rail X Kick Plate Car Port/Patio Cover: ❑ Insulated ❑Pan Roof ❑ Gutter ❑Fascia ❑Block Wall 'Beams X Post X ❑Conventional Wall ❑ 4th Wall Concrete: ❑ Existing ❑ New: 411Slab ❑Pier ❑Ribbon Footer X ❑ Pavers ❑6" Thickened Edge Other: I don't know what size uprights are supposed to be used on a 9' wall height Note: In the event that there is a conflict 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. REVIEWED FOR Engineer: Michael Thompson, MSc, P.E. (PE#47509) CODE COMPt.iANCE 4401 Vineland Road Suite A6, Orlando, FL 32811 �'I', I-IJCIE COUNTY (CA#30930)-Ph 407-734-1470/Fax 407-734-1790 f ALUMINUM SCREEN DESIGNNNIEWASD_ Aluminum & Consiruclicn Engineering General Notes & Design Standards IM� (Screen Patio Room Enclosure) 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 (6a' Edition) Aluminum Design Manual 2015 ASCE 7-10 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -150 MPH (FBC Table 2002.4) (45 psn 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 REVIEWED FOR CODE COMPLIANCE ST. (LUCIE COUNTY RCCC 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 Aluminum & Consiructim Engineering Structural niuminum: - ly.' Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum Jy 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, 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 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 IT' 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 with %P tapcons a minimum embedment of 1 1/8" and 2 '/." respectively into concrete footer. Bolts: -Boltsand 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 = 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 3/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 ASTM At 85 Welded Wire Fabric shall be ASTM A185 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. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY RCCC 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 ALUNkINUM SCREEN DESIGN ERME® Aiuminum E Consiruction Engineering -Role Alignment: - Poor matching holes must -be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips 1'SI and foreign matter between contacting surfaces shall be removed before assembly. Beams & Uprigbts: 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 BEAMS & COLUMNS -SCREEN & PATIO ROOM ENCLOSURES ROOF PANELS Max Beam Span & Max Column Insulated Roof Beam -Size Spacing Column -Size Max Column -Height Pan Roof Span Span 3" Spans 11'- 2 X 3 V-0" 2 X 3 7'-0" 5" 3" Spans 12'-9" 6" Spans 16-11" 2 X 4 8'-0" 2 X 4 7'4' 2 X 5 9'-6" 2 X 5 -8'-0" Knee Bracing: Contractor shall provide lmee 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 15' max; 2 x 3 for 30' max; 2 x 4 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". Intermediate/Header Beam: Contractor is required to install a minimum 2 x 7 intermediate header beam supported with 3 x 3 column spaced at 10 feet (max) when insulated roof span exceeds 15 feet. Patio Cover: Contractor is required to install insulated roof covering pursuant to the Florida product approval specification. Overhang shall be a maximum of F-0" along the side, 3'-0" along the front and 1/2" along the front interface between the super gutter and the attached pool cage knee riser wall. Maximum deflection shall be limited to L/80. Edge Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or looter. Vinyl, tempered glass, and acrylic panels: Vinyl, tempered glass, and acrylic panels shall be removable. Removable panels shall be identified as removable by a decal. The identification decal shall essentially state "Removable panel SHALL be removed when wind speeds exceed 75 mph (34 m/s)." visible when the panel is installed. REVIEWED FOR CODE COMPLOANCE ST. LUCIE COUNTY BOCC Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www. alum in um screendesig n. oom OE60EV3/609L43d'uosdwoyl iaeya;{y ::eamEu? 'sluawannbai azns iagwaw;ua6ulgs wow ay; azggn ;snw iopequoo ay;'salou 1e1aua6 aul pue sueid.aw uo uMogs Sa215 iagwaw ui;pgluna e;o 11,9,19 ay; u; T N N Healy W W 6'-6• 5426 Place Lake Drive '' Ft Pierce, FL 34951 21' 1x2/2x3 corner 0 0 �mm cn m �_� 0migm 00-00 C>® z Z M 2x3 eve rail x X m N 7. O (0 N 6' 2x3 chair rails 18' 3' UMINUM S y C C D C I ` A 1 EXTRUDED FASCIA IS ATTACHED TO 3" C CHANNEL IS ATTACHED TFRU FASCIA INTO RAFTER TAILS WITH 910 2" 6" FROM „" ` v'Y3" INSULATED ROOFWITH#101"6" ENDS 24"O.C.&TO 3"INSULATED ROOF WTTH(6) 9101"PER SIDE FROM ENDS 24" O.C. n -q oil 2 POST c j -<m o I EXTRUDED GUTTER IS ATTACHED 3" INSULATED ROOF WITH #10 1" 6" ROOF IS ATTACHED TO FRONT WALL OR GREATER 2X3_FRONT WALL TOP PLATE HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH 910 1" 6" FROM ENDS 24" 2.X6FRONT WALL (OPTIONAL) KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) 910 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP 1X2 IS ATTACHED TO FRONT WALL WITH 910 2" 6" FROM ENDS 24" O.C. INSULATED ROOF IS ATTACHED TO .UMINUM STRUCTURE WITH #10 4" SIDE WALL TOP PLATE 1X2 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. CHAUCRAIL-IS ATTACHED TO UPRIGHTS 2" X 2" X 1/8" ANGLE IS ATTACHED TO WITHEITBER: UPRIGHT W/ (Z).#10 I" & INTO CONCRETE BLIND SCREWED WITH (3) #10 3" OR, W/ 2-1/4" X 1/4" TAPCON CAPRI-CLIPPED WITH (4) #10 1" PER CLIP OR I 2X3 CHAIR RAI UPRIGHTS ARE ATTACHED WITH: -BLIND SCREWED WITH (3) #10 2" OR, CAPRI CLIPPED WITH (4) #10 1" PER CLIP & nT T. ni mncll tlnT le\ ul n 111 n£n nT m IX2 IS ATTACHED TO CONCRETE WITH: 2-1/4" X 1/4" TAPCONS OR 5" X 1/4" IF THRU PAVERS OR 410 2" IF TO WOOD DECK 6" FROM ENDS 24" O.C. ALUNIINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON TAL IS.046 THICKNESS OR GREATER,IS 6005-T5 ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF11/8" CO CLRETE EMBEDMENT DEPTH 4401 VINELAND ROAD @YAHOO.COM STRUCTURETHIS _ _ S OF _ SUITE A6 PHONE: 407-734-1470 FLORID BUILDING CODE OR OPENANDSEMI-OPEN STRUCTURES ANDD IN ACCORDANCE TO SHALLVgTH STD ULTIMATE OWIID SPEEDS OEDITION)50 MPH O L 32811 (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 1517T ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. .E. .4 47S O9 FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMIvIEDI ATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS — CA93 O93 O 3 f4 -D q -�o � . 6