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HomeMy WebLinkAboutPROJECT INFORMATIONEm Mal AS Aluminum & Cons1'rucii:on E.ngineeri.ng` Screen Room/Sun Room/Fill. In Pool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed) Car Port BYPatio Cover : Other: stludeccanty " ,1Standard LJNon Standard =❑Revision contractor Name: Master Craft Aluminum Products Address: 1634 SE Niemeyer Cir ity: Port St Lucie I ip Code: 34952 hone/Fax: 772-335-1177 / 772-335-0860 / 772-370-1382(cell) Date ST. LUCIE COUb BUILDING DIV REVIE D FOR COM LI REVIEW EDBy DATE AKIS 10s PLANS AND P RMIT MUST BE KEPT O JOB OR NO INSPECTION W L BE MADE mail mastercraftaluminum@gmail.com I `Choose One ❑Mail ❑Pick Up ❑ E-File ❑Fed Ex* 2 No of Copies (For FedEx option go to www.aluminumsereendesign.com and provide FedEx account #) * Payment:a F]Check Fx I Credit Card* (For Credit Card option go to www aluminumscreendesign.com to pay by credit card) gineering prepared by: Y s. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED ly I = IiSRVECTORS, THAT MAYBE NECESUN IN ORDER -TO COMPLY WITH ALL APPLICABLE CODES. Engineer: Michael Thompson, MSc, P.E. (P.E. # 47509)NONCEALED FASTENERS OR ATTACHMENTS 4401 Vineland Road- Suite A6 Orlando, FL 32811 ARE THE RESPONSIBIM OF THE Office:407-734-1470 Cell: 407-721-2292 Project Manager Paul Thomas 386-479-9504 Fax: 888-923-8181 CONTRACTOR OF RECORD Email: aluminumscreendesi n ahoo.com Website: www.aluminumscreendesign.com CA#30930 ;L n1-111'Y" giScreenr�age; : Dome [-]Gable ❑ Mansard ❑ Shed/Slope Gutter ❑Fascia ❑Block Wall ❑ Conventional Wall ams X Uprights X Purlin X Kick Plate Insulated ❑ Pan Roof Gutter ❑Fascia ❑Block wall ❑Conventional Wall ❑ 4t' Wall ams X Post X Insulated ❑ Pan Roof Gutter [-]Fascia ❑Block wall ❑Conventional Wall ❑ 41' Wall ams X Post X ] Existing ❑ New: 4"Slab ❑Pier [-]Ribbon Footer X ] Pavers ❑6" Thickened Edge ther: In the event that there is a conflict with the design plans and general notes and design standard, the contractor utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or :ruction between the plans and the general notes and design standard. Ell gineer: Michael Thompson, MSc, P.E. (PE#47609) 4 01 Vineland Road Suite A6, Orlando, FL 32811 ( A#30930)-Ph 407-734-1470/Fax 407-734-1790 .r ,. ALUMINUM S 2 M DESIGN 11MASDgtuminum g Constructin Engtnee ir.g - � h General Notes & Design Standards (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 (61 Edition) Aluminum Design Manual 2015 AAF Guide to Aluminum Construction in High Wind Areas ASCE 7-10 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -160 MPH (FBC Table 2002.4) (50 psj) 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 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 SCRMEN DESIGN _ " Altiminum & Consiruclinn Engi.neer r:g 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. 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 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 with 3/8" tapcons a minimum embedment of 2 1/8" and 3 '/<" 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 3" per FBC 2003.7.5.1. Bolts shall meet the requirements of ADM J.3. Minimum anchor bolt diameter shall be 3/8" diameter. 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 =160 MPH 2 x 2 Chair Rail = 4'-3" 2 x 2 Purlins = 5'-0" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 8'-0" 2 x 3 Chair Rail = 6'-0" 2 x 3 Purlins = 6'-6" 2 x 3 Wind Brace = 7'-0" 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'/<" 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 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 A MNUA- SCREEN E IC-N 21MASDAWmin0m & Cotts.#rucilcn Ertgtr,efi-ring Hole Alignment: Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort thejmetal. All chips and foreign matter between contacting surfaces shall be removed before assembly. Beams & Uprights: 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. 160 MPH PRIMARY BEAMS & COLUMNS -SCREEN & PATIO ROOM ENCLOSURES ROOF PANELS Max Beam Span & Max Column Max Column- Pan Roof Insulated Roof Beam -Size Spacing Column -Size Height Span Span 3" Spans 2 X 3 6'-0" 2 X 3 7'-0" 10'-6" 3" Spans 11'-9" 6" Spans 15'-7" 2 X 4 8'-0" 2 X 4 7'-0" 2 X 5 9'4" 2 X 5 8'-0" 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 3 for beam span of 15' max; 2 x 4 for 30' max; 2 x 5 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 8 intermediate header beam supported with 4 x 4 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 3" minimum clearance from edge of slab and/or footer. 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. 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 6042 Travelers Way �\ Ft Pierce, FI 34982 160 MPH Exp B Constructing a Cat II Sunroom under the existing truss roof of the home. The windows will be PGT Horizontal Rolling aluminum frame non -impact series HR 210. The door will be PGT aluminum frame non -impact series CD290. The bottom of the room will have kickplate on the interior and exterior. This is in St Lucie County - In the event of a conflict in member saes shown on the plans and the general notes, the contractor must utilize the more stringent member size requirements. Engineer: Michael Tompson, P.E. 47509/CA30930 Wig®rri �1,1' IVA Foundation Existing concrete. No additional concrete footing or slab is required to resist the loads imposed by the proposed construction if the existing sib is a minimum 4" thick with an 8" x 8" thickened slab edge and in sound condition, free from structural crec king, spalling, or other deterioration. Load Criteria 160 MPH Exp B Category 2 - Sunroom Non -Habitable, under existing roof and on existing slab. Unconditioned Specifications 1. All work shall be in accordance with the 6th Edition (2017) Florida Building Code, and any other applicable local codes and regulations. 2. Aluminum extrusions shall be 6005 T5 alloy. 3. Screen Material: Design based on 18114 or 20/20 Better View. 4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, or coated stainless steel series °300", or uncoated stainless steel series"400". 5. Door location shall be determined by contractor in the field. ,.. f 1 C�. FILL IN DETAIL BOTTOM PLATE IS ATTACHED TO © CONCRETE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. ®ALUMINUM FRAME IS ATTACHED TO BLOCK WITH 2-1/4" X 1/4" 6" FROM ENDS 24" O.C. 2X2 ANGLE IS ATTACHED TO 0 C ALUMINUM FRAME WITH 2 #10 1" & 12-1/4" X 1/4" TAPCON PER SIDE CHAIR RAIL & UPRIGHTS ARE ATTACHED WITH EITHER: O BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP OINSULATED KICK PLATE IS ATTACHED TO STRUCTURE WITH 910 1" 6" FROM ENDS 18" O.C. DESIGN STATEMENT NUCHAEL THONTSON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD CONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH SUITE A6 EN �ENDAENSD SEMIOPEN TRUCTTURE ANDE HRWQ IISTAANNDTU T MATE WINDTSPEEDS OF 160 MPH ORLANDO, FL 32811 SPEED 124.8 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. .947509 ['Y ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION FHE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS A#3 093 0