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Home My WebLink AboutWatson Eng Design Notes* ✓ Standard ❑Non Standard ElRevision ❑ Commercial El$75 00 Rush Fee *Project Address: Watson - 12773 NW Mariner Court *City: Palm City Date: 09/17/2020 'rContractor Name: Coastal Aluminum Construction, Inc. *Address: 496 S Market Avenue *City: Fort Pierce *Zip Code: 34982 *Phone/Fax: (772)468-0288 *Email: tinman2287@att.net *Choose One: ❑✓ Mail ❑Pick Up ❑E -File ❑Fed Ex/UPS* 3 # of Copies ❑ Single PDF ❑ Each Page Separate *(For FedEx option go to www.aluminumscreendesign.coni and provide FedEx/UPS account #) *Payment: ❑Check F,/]Credit Card* *(For Credit Card option go to www.aluminumscreendesign.com to pay by credit card) Engineering prepared by: Engineer: Michael Thompson, MSc, P.E. (P.E. # 47509) 4401 Vineland Road- Suite A6 Orlando, FL 32811 Office: 888-607-0747 or 407-734-1470 Cell: 407-721-2292 Project Manager Paul Thomas 386-479-9504 Fax: 888-923-8181 Email: alum inumscreendesignCo)yahoo com Website: www.aluminumscreendeSign.com CA#30930 ALUMINUM SCREEN DESIGN --..__..._._.._........_..._....._...ENEMAS ..._.........................._.___.__.,.............�_._.._..__....�.:__-.._............._.._........_...._ _ Aluminum & Construction Engineering * Ultimate Wind Speed (mph): 150 Exposed Category: C Risk Category: 1 ❑ Screen Room ❑ Fill In ❑Sun Room (Window Type❑Vinyl or ❑GI s ) Roof Type: ❑ Insulated ❑ Pan Roof Roof Connecting to: ❑Gutter ❑Fascia [-]Block Wall ❑Conventional Wall 114th Wall ❑ Riser Front Wall: Uprights X Top Plate X Bottom Plate X Chair Rail X Side Wall: Uprights X Top Plate X Bottom Plate X Chair Rail X Kick Plate Pool Screen/Cage : Roof Type: ❑Dome ❑ Gable ❑ Mansard/Hip ❑ Shed/Slope Roof Connecting to: ❑Gutter ❑Fascia ❑Block Wall ❑Conventional Wall ❑ Riser Roof Beam: Beams X Uprights X Purlin X Chair Rail X Front Wall: Beams X Uprights X Purlin X Chair Rail X Side Wall: Beams X Uprights X Purlin X Chair Rail X ❑Car Port/Patio Cover: ❑ Roof Type: ❑ Insulated ❑ Pan Roof Roof Connecting to: ❑Gutter ❑ Fascia [:]BlockWall Beams X Post X Kick Plate ❑Conventional Wall ❑ 4thWall Concrete: ❑✓ Existing F-1 New 4" w/6" Thickened Edge []Pier X X ❑ Ribbon Footer X With # Rebar ❑ Pavers with Footer X With # Rebar Other: 48" Aluminum Railing - Pad Mount 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. Engineer: Michael Thompson, MSc, P.E. (PE#47509) 4401 Vineland Road Suite A6, Orlando, FL 32811 (CA#30930)-Ph 407-734-1470/Fax 407-734-1790 Aluminum Screen Design (ASD) Design Standards (Handrail) The following are general design standards. More stringent design standards may be noted on the plans. Design Code: Florida Building Code 2017 The aluminum Association, latest edition ASCE 7-10 Design Loads: Pursuant to Chapter 1609 (LL —Table 1607; WL- Section 1609) & 1607.7 Handrails (200 lbs. & 50 ps) Ultimate Wind: 150 mph at 3 second gust (45 psf minimum) Risk Category I (Table 1604.5) Exposure Category: "C" (FBC 1609.4.3 & ASCE 7-10, Section 26.7.2) Component Cladding: +65 psf — 65 psf (ASCE 7-10, Section 30.7-2) Railing Load 200 lbs & 50 psf 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 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: -Not applicable Soil bearing capacity — 2,000 psf Minimum When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer. 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 (ASD) Structural Aluminum: Conform to latest edition of Aluminum Association of Florida standard practice for aluminum design. All aluminum shall be 6061-T6 (E= 10,000 ksi; Fy = 35 ksi) All aluminum shall be 6063-T5 (E= 10,000 ksi; Fy = 16 ksi) Structural Steel: Conform to latest edition of AISC "Specification for structural steel building" and AISC "Code of standard practice for steel buildings and bridges". All structural steel shall be ASTM A36, (E= 29,000 ksi; Fy = 36 ksi) Splicing prohibited without prior approval as to location and type. Burning of holes in steel members is prohibited. Any member with burned holes must be replaced. Welding: Conformed to "Code for welding in building construction" by the American Welding Society, latest edition. Steel Weld IAW AWS D1.1 (latest edition) —E70XX electrodes Aluminum Weld IAW AWS D1.2 (lasts edition) -Filler Alloy 5356 or equal. Connection welds to be sized for forces and reactions indicated. All steel welds shall be E70XX low hydrogen, 250 degrees min. oven temp. Welds shall be full penetration welds at all points of contact Concrete -Existing -Not applicable 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: -Existing -Not Applicable 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" 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