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Home My WebLink AboutALUMINUM SCREEN DESIGN PAPERWORKWo Ultimate Wind Speed (mph): 160 C Exposed Category: C Risk Category: 1 SCANNED []Screen Room [-]Sun Room ❑Fill In: BY Insulated ❑Pan Roof St. Lucie County FACTORY ❑ Gutter ❑Fascia ❑Block Wall [-]Conventional Wall ❑X 4t' Wall Uprights 2 X 4 Top Plate 2 X 4 Chair Rail X Kick Plate 17 Uprights X Top Plate X Chair Rail X Pool Screen/Cage: Dome ❑Gable ❑Mansard/Hip ,❑Shed/Slope ❑ Gutter ❑Fascia ❑Block Wall ❑Conventional Wall Beams X Uprights X Purlin _X_Chair Rail _X_ Beams X Uprights _X Purlin _X Chair Rail _X Kick Plate ❑x Car Port ❑ Patio Cover: Fxj Insulated ❑Pan Roof ❑ Gutter ❑Fascia ❑Block Wall Beams 2 X 7 Post 3 X 3 FACTORY ❑Conventional Wall x❑4t'Wall 0.93 Concrete: ❑, Existing Fxl New: 4"Slab []Pier ❑Ribbon Footer X Pavers ❑6" Thickened Edge Other: 12 X 12 SHED, TYPICAL WOOD FRAME., 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#47609) 4401 Vineland Road Suite A6, Orlando, FL 32811 (CA#30930)-Ph 407-734-1470/Fax407-734-1790 ppee FILL COPY �� ALUMINUM SCREEN DESSGN A'.nminum & Construction En9inaerino 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 (6a' 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 psi 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 FILE C®Fy 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 Rio ' kse,m)nem a Conslreciian 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. 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 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 Y." 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 318" 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 Al85 Welded Wire Fabric shall be ASTM Al85 or A82 (Flat sheet). Deformed bar anchors shall be ASTM A496, Grade 70 Cover: Footing 3" �'�� //11 Washer: c®py 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 ®® ALUMINUMSCREEN DESIGN Aluminum t. Conslructfon Engineering Hole Alignment: _ I` 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. Beams & Upriehts: 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'-0" 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' may; 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 pmlins 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 P-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. Edee Distance: Contractor is required to install uprights to provide a 3" minimum clearance from edge of slab and/or Inciter. 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. FILE Copy 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 screendesign. com xm ALUMINUM SCREEN DESIGN �S 9 A[UminUm d Consfruclicn Engineering General Notes & Design Standards (Unscreened 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 mustutilize the more stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction. Design Codes: Florida Building Code 2017 (6ih 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 pso 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 I 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 I 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%ASTMD698 density. FILE Cop 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 E® Aluminum 3 Coc3truc;inn Engineering Structural Aluminum: II 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 aminimum 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 B 18.6.4 specification. Self —tapping screws shall meet the requirements of ADM J.5 Maximum fastener spacing shall not exceed (3+20t) where' P' 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 '/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 3" per FBC 2003.7.5.1. Bolts shall meet the requirements of ADM 1.3. Minimum anchor bolt diameter shall be 3/8" diameter. 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 Al85 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. Hole Alignment 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. FILE C®py 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 E � S '_ ' Aluminum d Cons {ruction Engineering Beams & Uuriebts: In the event of a conflict with the values in this table and the site -specific platy 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 HEADER BEAM MEMBERS -OPEN COVERED PATIO -(No Screen Insert) SIZE 3" Insulated Roof Span Maximum Roof Span = 6'- 0" 3" Insulated Roof Span Maximum Roof Span = 8'- 0" 3" Insulated Roof Span Maximum Roof Span = 10'-0" 3" Insulated Roof Span Maximum Roof Span = 12'-0" 3" Insulated Roof Span Maximum Roof Span=15'-0" 2 X 8 9'4" 8'-0" 8'-0" 7'-0" 7'-0" w/4 x 4 col 2 X 8 11'-0" 10'-0" 9'-0" 9'-0" 8'-0" w/4 x 4 col 2 X 9 13'-0" 12'-0" 11'-0" 10'-0" 9'-0" w/4 x 4 col 2 X 9 13'-0" * 13'-0" 13'-0" 12'-0" 11'-0" w/4 x 4 col 2 X 10 13'-0" * 13'-0" * 13'-0" * 13'4" * 14'-0" w/4 x 4 col 2 X 10 13'-0" * 13'-0" * 13'-0" * 13'-0" * 16'-0" w/4 x 4 cal 2 X 10 13'-0" * 13'-0" * 13'-0" * 13'-0" * 19'-0" w/4 x 4 col Column size is 4 x 4 x 0.125" (1/8") unless noted otherwise with a max height of 9'-0" '(CSR) control < 1.0. Larger span reci larger column size. 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'. 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 P-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. FILg Copy 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 Design Standards The following are general design standards. More stringent design standards may be noted on the plans.Ip t I4� General Requirements: Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of inEjbmd n shown as correct and obligates himself toanyexpense, real or implied, arising from their use. A change to the l drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor and must be to the engineer for approval. The general contractor and each subcontractor shall verify all existing conditions prie 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. Design Code: Florida Building Code 2017 The Aluminum Association, latest edition ASCE 7-10 Galvanized Bolts: All bolts shall be galvanized be ASTM A572, grade 50 threaded round stock with a minimum yield stress of 50,000 psi. Design Loads: Ultimate Wind: 160 mph at 3 second gust (30 psf minimum) Pursuant to Chapter 1609 LL (—Table 1607, WL- Section 1609) Risk Category I (Table 1604.5) Exposure Category: "C" (FBC 1609.4.3 & ASCE 7-10, Section 26.7.2) Deck Live Load: 60 psf Dead Load: 10 psf Roof Live Load: 20 psf Components and cladding, design wind pressures + 50psf/-50psf Timber: Design in accordance with the National Design specification for wood construction, with loading in accordance with the Florida Building Code. All graded structural lumber shall be pressure treated and meet the following minimum requirements: Minimum bending stress = 1250 psi (No. 1 Dense So. Pine) Young Modulus = 1600 ksi Maximum of 15% moisture content Contractor may use Southern Yellow Pine No. 2 or U.O.N. Lumber sizes shown are nominal sizes. Lumber shall be furnished in finished sizes meeting the requirement of the American Softwood Lumber Standard. 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) Concrete Conform to ACI 318, latest edition and ACI 301 Compressive Ultimate Strength (Minimum at 28 days) shall be 3,000 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. Min footing cover 3" Smooth dowels & ties shall be ASTM A185 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 Dl.l (latest edition) —E70XX electrodes Aluminum Weld JAW AWS D1.2 (lasts edition) -Filler Alloy 5356 or equal. Connection welds to be sized for forces and r actions indicated. All steel welds shall be E70XX low hydr Wepy Welds shall be full penetration welds at all points of contac . The contractor shall provide protection to wood and wood based products against decay. Framing members less than 8 inches and sheathing/sliding 6" above grade shall comply with FBC R317.