Loading...
HomeMy WebLinkAboutAluminum Screen DesignAWUNUM S .E - NCO H EIMA-SDAluminurn & C©nstru.ction Engineering. e - *Plan Types:. - - ❑Screen Room ✓OSun Room ❑Fill In Pool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed) RCar Port ❑ Patio Cover ❑other: Standard �tVon Standard ❑ Revision Commercial '. $75:00 .Rush: Fee • 15365. navion drive _ Pro�ectAddress. .12 10-2020 Clltyport saint Lucie fl 34987 Cate. *Contractor Name:surfside aluminum and screens *Address: 1055 1 9th street S.W. *City. vero beach fl. *Zip Code: 32962 *Phone/Fax: 772-521-6204 *Email: dnagle27@gmail.com Choose one; bdMail ❑Pick Up ❑E-Fife Fed Ex/UPS* 3 # of Copies ❑ Single PDF 13 Each Page Separate *(For FedEx option go to www aluminumscreendesim'.com and provide FedEx/UPS account #) 'Payment: ®Check 0✓ Credit Card* *(For Credit Card option go to vv Ar w.aluminumscreendesiy-n.com to pay by credit card) Engineering prepared by: Engineer: Michael Thompson, MSc, P.E. (P.E. # 47509) Z01 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: aluminumscreendesign r:,vahoo.com Website: www.aluminumscreendesi nC.ccom CA#30930. NEEMASDAI.Mi.n.M & Construction Engineering Ultimate Wind Speed (mph)1 �� iExposed 4Cate`gory C Risk Cayory '1` Roof Type: ✓ In ated Pan Roof Roof Connecting to: "Gutter Fascia ✓❑Block Wall ❑Conventional Wall ❑O WallOJ3 er Front Wall: Uprights 3 X3 Top Plate 3 X3 Bottom Plate 1 X3 Chair Rail 2 Side Wall: Uprights 3 X3 Top plate 3 X3 Bottom Plate 1 X3 Chair Rail 2 X3 Kick Plate .24 Pao1 Screen/Cag 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 Pudin X Chair Rail X Side Wall: Beams X Uprights X Puriin X Chair Rail X OCar Port/Patto C ❑ Roof Type: ✓❑Insulated ❑ Pan Roof Roof Connecting to:❑Gutter ❑Fascia ❑Block Wall Beams 2 X5 Post 3 X= Kick Plate ✓❑Conventional Wall ❑4t' Wall ❑✓ Existing ❑.New 4" W/6" Thickened Edge ❑Pier X X ❑ Ribbon Footer X With = Rebar ❑ Pavers with Footer X _ With #Rebar Other: installing room on existing slab 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#t47509) 4401 Vineland Road Suite AS, Orlando, FL 31811 (CA#30930)-Ph 407-7344470/Fax 407-734-1790 1 'l 5 SI . -. Atuminurri S Cons.tructIon Engtneesi.ng General Notes & Design Standards (Sunroom-Patio Room Enclosure ) - The following are general design standards. More stringent design standards may be noted on the plans. In the eve of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the mo stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction. Design Codes: 1 I Florida Building Code 2017 (61 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 p)9 Risk Category & Sunroom Category: H-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 ALUMINUMSCREEN DESIGN : z AI,uminum & Gorsjruct7.on En:gi.neE.s?r4 Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for alumi um 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''/4" tapeons a minimum embedment of 1 1/8" and 2'/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 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'-3" 2 x 2 Purlins = 6'-3" 2 x 2 Wind Brace = 4'-0" 2 x 3 (0.125) Wind Brace = 7'-9" 2 x 3 Chair Rail = 6'-3" 2 x 3 Purlins = 6'-6" 2 x 3 Wind Brace = 6'-6" 2 x 4 Wind Brace = 7'-9" 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'/4" Reinforcina 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 ®E ALUMINUM SCREEN DESIGN MwAS . DAWminuffi & Cons,irtsctt.cn En:gi,nee;t.nj 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. 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. 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 6'-0" 2 X 3 6'-9" 5" 3" Spans 12'-9" 6" Spans 16'-11" 2 X 4 8'-0" 2 X 4 7'-0" 2 X 5 1 9'-6" 2 X 5 8'-0" Knee Bracine: 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 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. Edee Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer. Vinyl, tempered elass, 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 ALUMINUM1GN mAhimirnurn & Co"ns_tructlan E.n:gtneeA.ng 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 of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the 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 ASCE 7-10 Desiun Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -150 MPH (FBC Table 2002.4) (45 psf) 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 ME ALUMINUMSCREEN DESIGN NEASDAluminum' K Gon.s,truc-tlon En.ginee.ring 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 412 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''/4" tapcons a minimum embedment of 1 1/8" and 2'/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 1.5 times the bolt diameter. Bolts shall meet the requirements of ADM J.3 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'/4" Reinforcine Steel: Conform to ACI 318 and 315, Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth_dowelsAAies-shalLbeASTMA185 Velded Wia 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. Bole 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. 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 Klm ALUMINUM SCREEN' DESIGN 1 Aiuminum x Cd'r,.siruetlon En'gtneerl.ng Beams & Uarights: 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. r 150 MPH PRIMARY HEADER BEAM MEMBERS -OPEN COVERED PATIO -(No Screen Insert) SIZE 3"Insulated/Pan Roof Span Maximum Roof Span = 6'-0" 3"Insulated/Pan Roof Span Maximum Roof Span = 8'-0"** 3"Insulated/Pan Roof Span Maximum Roof Span=10'-0"** 3"Insulated/Pan Roof Span Maximum Roof Span=12'-0"** 3"Insulated/P Roof Span Maximum Roof Span=15'-0"** 2 X 4 9'-0" 9'-0" 8'-0" 7'-0" 714" 2 X 5 12'-0" 11'-0" 10'-0" 9'-0" 8'-0" 2 X 6 13'-0" 12'-0" 11'-0" 11'-0" 10'-0" 2 X 7 15'-0" 14'-0" 13'-0" 12'-0" 11'-0" 2 X 8 15'-0" * 15'-0" 15'-0" 15'-0" 13'-0" 2 X 9 15'-0" * 15'-0" * 15'-0" * 15-0" * 13'-0" * 2 X 10 15'-0" * 15'-0" * 1 15'-0" * 15'-0" * 13'-0" * Column size is 3 x 3 x 0.125" (1/8") unless notedotherwise with a max height of 9'-0"-`(CSR) control < 1.0. Larger span req larger column size. **Pan roof span limitation is based on Florida Product approval and intermediate purlins/cross beams shall be provided to underside of pan roof when pan roof span exceeds 7 -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 2 for beam span of 15' max; 2 x 3 for 30' max; 2 x 4 for beam span greater than 30'. 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 1'-0" along the side, T-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 footer. 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 ATTACHMENT DETAIL CUSTOM WINDOW ALUMINUM FRAME WINDOW #10 2" 6" FROM ENDS O 24" O.C. ON ALL SIDES TO ALUMINUM FRAME #10 1" THRU FACE 6" FROM ENDS ® 24" O.C. ON ALL SIDES TO ALUMINUM FRAME UMINUMS CREENDESIGN.COM ALUMINUM S CREENDE S I GN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 2X2 POST .046 OR GREATER HINGE LOCATIONS DOOR FULL Z OR DOOR JAM STANDARD DETAIL 0" to 36" 2 HINGE DOO EACH DOOR IS SCREWED INTO UPRIGHTS WITH 910 1" 6" FROM ENDS 24" O.C. INSULATED FILLIN PANEL C-CHANNEL IS ATTACHED TO ALUMINUM STRUCTURE W/ OA #10 1" & TO CONCRETE W/ 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. B C-CHANNEL IS ATTACHED TO INSULATED PANEL W/ #10 1" 6" FROM ENDS 18" O.C. DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS MICHAEL THOMPSON 4401 VINELAND ROAD SUITE A6 51 FL 32811 SP.E: # 47509 CA#3093 ' �"rJ✓YJ rr$a� 9 gXlq x morn �`°�i'�9 An -fl-OffT Ovp f 14;4'fa�.• In the event of a conflict in member sizes shown on the plans and th6 general notes, the contractor must utlli€Q the more stringent member si€® requirements. Rngineer: Michael Thompson, P,E, 4750giCA30930 £X �. NN � cif f1L s � OVt"JJ t Mee tvw, �r►mJ1�' w-r 1�' � . 0 �x Vne 9- �'+n p rF� �►�� �r� ��„ �``�'`;'r° �+.� ,,� � �+po�¢� ; �,�, pry,. � ��. ff . P �••�;,s��f,�/� doef 3''�'nsl•+r� i 3' in51N tea/ j'',►��t�,a.� � � /V well i ro s f- 0" Ktat nE Po 14 i V ALUMINUM SCREEN EXTRUDED FASCIA IS ATTACHED DESIGNY 3" C CHANNEL IS D TO WOOD STRUCTURE WITH #10 2" ST DS INSULATED ROOF WITH #10 1' 6T0 6" FROM ENDS 24" O.C. &ITO 3" INSULATED ROOF WITH 6 #10 1" PER 3 DE FROM ENDS 24" O.C. EXTRUDED GUTTER IS ATTACHED' 3" INSULATED ROOF WITH #10 1" 6" FROM F.NT)S 24" O C ROOF IS ATTACHED TO FRONT WALL WITH (4) #10 4" PER PANEL , 2X2 POST .046 OR GREATER 2 HINGE HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C. 3X3 POST IS ATTACHED TO BRACKET WITH (2) 3/8" X 3 BRACKET FROM 3X3 IS ATTACHED TO CONCRETE WITH 2 1/4" X 2" TAPCONS TYP. 3X3 POSTS ARE ATTACHED TO 2X5 BEAM 2 3/8" X 3 1/2" CARRIAGE BOLTS TYP. 1X2 IS ATTACHED TO 3X3 POST WITH #10 2" 6" FROM ENDS 24" O.C. INSULATED KICK PLATE IS ATTACHED TO STRUCTURE WITH 410 1" 6" FROM ENDS 18" O.C. 3" INSULATED ROOF IS ATTACHED TO ALUMINUM STRUCTURE WITH # 10 4" 6" FROM ENDS 24" O.C. UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED_WIT -1(4) #10-1"PER BLIND CLIPPED WITH (4) #10 1" PER 3X3 IS ATTACHED TO WOOD STRUCTURE WITH #10 5" 6" FROM ENDS 24" O.C. CHAIR RAIL IS ATTACHED TO UPRIGHTS 2" X 2" X 1/8" ANGLE IS ATTACHED TO WITH EITHER: UPRIGHT W/ (2) #10 V & 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 2X3 CHAIR RA BLIND CLIPPED WITH (4) #10 1" PER CLIP UPRIGHTS ARE ATTACHED WITH: 1X3 IS ATTACHED TO CONCRETE BLIND SCREWED WITH (3) #10 2" OR, WITH 2-1/4" X 1/4" TAPCONS CAPRI CLIPPED WITH (4) #10 1" PER CLIP & (5" X 1/4" IF THRU PAVERS) BLIND CLIPPED WITH (4) #10 1" PER CLIP 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 OF 1 1/8" O CLRETE EMBEDMENT DEPTH 4401 VINELAND ROAD @YAHOO.COM SUITE A6 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) 32811 PHONE: 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. .�, ..# 47509 FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#3 0930 ALUMINUM SCREEN EXTRUDED FASCIA IS ATTACHED DESIGNY 3" C CHANNEL IS ED TO WOOD STRUCTURE ST DS INSULATED ROOF WITH #10 1" 6T0 6" FRO ENDS 24"�O.0 &ITO 3" INSULATED ROOF WI Hl 6 #10 1" EP R SIDE FROM ENDS 24" O.C. EXTRUDED GUTTER IS ATTACHED' 3" INSULATED ROOF WITH #10 1" 6" FROM ENDS 24" O.C. ROOF IS ATTACHED TO FRONT WALL WITH (4) #10 4" PER PANEL 2X2 POST .046 OR GREATER 2 HINGE 3X3 FRONT WALL TOP PLATE HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C. INSULATED KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIB 1X2 IS ATTACHED TO FRONT WALL WITH #10 2" 6" FROM ENDS 24" O.C. " INSULATED ROOF IS ATTACHED TO JLUMINUM STRUCTURE WITH # 10 4" " FROM ENDS 24" O.C. SIDE WALL TOP PLATE 3X3 IS ATTACHED TO WOOD STRUCTURE WITH #10 5" 6" FROM ENDS 24" O.C. 3X3 SIDE WALL UPRIGHTS CHAIR RAIL IS ATTACHED TO UPRIGHTS 2" X 2" X 1/8" ANGLE IS ATTACHED TO WITH EITHER: UPRIGHT W/ (2) #10 1" & INTO CONCRETE BLIND SCREWED WIH (3) #10 3" OR, W/ 2-1/4" X 1/4" TAPCON CAPRI CLIPPED WITH (4) #10 1" PER CLIP OR 2X3 CHAIR RA] BLIND CLIPPED WITH (4) #10 1" PER CLIP UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 2" OR, CAPRI CLIPPED WITH (4) #10 1" PER CLIP & BLIND CLIPPED WITH (4) #10 1" PER CLIP 1X3 IS ATTACHED TO CONCRETE WITH: 2-1/4" X 1/4" TAPCONS OR 5" X 1/4" IF THRU PA\ OR #10 2" IF TO WOOD DECK 6" FROM ENDS 24" .4'- 4Q . 4. - q- . 94. .4 p a ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL TiHOMPSON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD ALUA41NUMSCUENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) SUITE A6 PHONE: 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH O FL 32811 (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION E. # 47509 CONTRACTOR SHALL NOTIFY THE ENGINEER IMTVIEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS C CA#3 0930