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Home My WebLink AboutPROJECT INFORMATIONALUAFIS URt SCREEN DES5GH E_ ON AS Aluminum & Construction Engineering *Plan TYP ____ es: ❑✓ Screen Room ❑Pool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed) ❑Car Port ❑Patio Cover SCANNED ❑Other: St. Lucie County *Reference:_ Standar 0 Non Standard ❑ Revision ❑Commercial _ El *Project Address: �001range Avenue *City: Fort Pierce, FL bate: 11/22/2017 *Contractor Name: Coastal Aluminum Construction, Inc. *Address: 496 S Market Avenue *City: Fort Pierce FLe�¢$�'S ; *Zip Code: 34982 SpReviewe8t30tI�iComp�� *Phone/Fax: (772)468-0288 geviewe�aY -/8 *Email: tinman2287@att.net *Choose One: MaiIX Pick Up ❑ E-File❑Fed Ex*❑ 3 No of Copies *(For FedEx option go to www.aluminumsereendesiizn.com and provide FedEx account #) r- __., * Payment-.; Check ❑ Credit Card* ❑■ *(For Credit Card option go to www.aluminumsereendesian.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:407-734-1470 Cell: 407-721-2292 Project Manager Paul Thomas 386-479-9504 Fax: 888-923-8181 Email: aluminumscreendesign(o)vahoo.com Webslte: www.aluminumscreendesign.com CA#30930 Xi ,m ,mowD.��v'�'ALUMIHUk REEF DESIGN ' Aluminum & Construction Engineering A *i Ultimate Wind Speed (mph): 150 Exposed Category: C Risk Category: Screen Room: Insulated ❑■ +Pan Roof ❑ Fascia ❑ Wall: Block ❑ Conventional ❑ Uprights 2 X 5 Top Plate 2 X 6 Kick Plate Pool Screen/Cage Dome ❑ Gable ❑ Mansard ❑ Gutter ❑ Wall: Block ❑ Conventional ❑ Beams X Uprights X Purlin X Car'Port: Insulated ❑ Pan ❑ Fascia ❑ Wall: Block ❑ Conventional ❑ Beams X Post X Patio_ Cover: Insulated ❑ Pan ❑ Fascia ❑ Wall: Block ❑ Conventional ❑ Beams X Post X 1 4P17 Concrete: Existing❑■ New: 4"Slab ❑ Pier ❑ Ribbon Footer X Pavers❑ Other: Freestanding - 4th Wall Construction 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 MIKH'AS Aluminum & Consiruelion Fnglneering JJ �w General Notes &Design Standards I Imo% (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 2014 (5" Edition) Aluminum Design Manual 2010 ASCE 7-10 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -150 MPH (FBC Table 2002.4) (45 ps) 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 EAS D ® ALUMINUM SCREEN DESIGN xJ Aluminum E Co nsiruNfon 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 ASMEB 18.6.4 specification. Self —tapping screws shall meet the requirements of ADM J.5 Maximum fastener spacing shall not exceed (3+20t) where `q" 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. 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'-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 %" 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 Al85 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. 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 AS ALUMINUM SCREEN DESIGN Aluminum 6 Consiruction Engineer rag 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. 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 7'-0" 5" 3" Spans 12'-9" 6" Spans 16'-11" 2 X 4 8'-0" 2 X 4 7'-0" 2 X 5 9'-6" 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 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 P-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. 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 i t + I + k (+\Aire �r a�! (a ILL od v I k g Ii E1,11", � k i 7 � � + - A .: I f8 F �,_ ._ __ s _ _� _;._ _ 1 2 �theze the more e g n e m otemhee saes cto}xn o i Intheevertofa L._j��ap�4 !hC — �x2 gene}alnotes, the contracto[mu y g �nngei t member eize requ+remenLa Acp R�Esil4rhtnC� .jajaC� rats l _,. r - __ k i . 3I - IOASTALALUMiNUM I: NSTRUCTION IN I i 6S.MARKETAV � FTT PIERCE, FL 3�4982 - .. , L U M I N U M SCREEN IS EXTRUDED FASCIA ATTACD DESIGN 3" C CHANNEL IS D TO BLOCK WI /1" 3" INSULATED ROOF WITH#100011' 6T0 6" FROM ENDS 24"�O.0 &FTO 3" INSULATED ROOSTRUCTURE WITH 6H 10 PER S] 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 & BACK 2X6 2X2 POST .046 OR GREATER HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL 0" to 36" 2 HINGE DOOR EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.0 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 BACK WALL WITH #10 2" 6" FROM ENDS 24" O.C. CHAIR RAIL IS ATTACHED TO UPRIGHTS 2" X 2" X 1/8" ANGLE IS ATTACHED TO WITHEITHER: I I UPRIGHT W/ (2) #10 1" & 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 ov¢ rue m u A I UPRIGHTS ARE ATTACHED WITH: 1X2 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) ALUNIINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 I/8" EMBEDMENT DEPTH @YAHOO. COm THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) SUITE A6 PHONE: 407-734-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND O_ RLAND�L 32811 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. � FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION s .E. # 47509 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS t r A 410010 ALUMMUM SCREEN '®O A S DAluminurn & Construction Engineering m i YDes;: %en Room I Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed) Port ❑Patio Cover ❑Other: *Reference:. Standard 0' Non.Standard '.❑ RevisionA Commercial ❑._ *Project Address-. 3301 Orange Ave *City: Fort Pierce Date: 2/6/2018 *Contractor Name: Coastal Aluminum Construction, Inc. *Address: 496 S Market Avenue *City: Fort Pierce FL *Zip Code: 34982 q *Phone/Fax: (772)468-0288 *Email: Gnman2287@att.net 2�I8 r---- -- _--- , *Choose One., Mail❑■ Pick Up ❑ E-File 0 Fed Ex*❑ 4 No of Copies *(For FedEx option go to www.aluminumsereendesi¢n.com and provide FedEx account #) * Payment:; Check❑ Credit Card* ❑E *(For Credit Card option go to www.aluminumscreendesieri.com to pay by credit card) Engineering prepared by: �,"xu t � �s,�,t AS D 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: aluminumscreendesignaa vahoo.com WebSlte: www.aluminumscreendesi.n.com CA#30930 ALUMINUM SCREEN DESIGN Ewa HN] AS Aluminum & Construction Engineering * Ultimate Wind Speed (mph): 150 Exposed Category: C Risk Category; Screen Room: Insulated* Pan Roof ❑ Fascia ❑ Wall: Block ❑ Conventional ❑ Uprights 2 X 5 Top Plate 2 X 6 Kick Plate Pool Screen/Cage; Dome ❑ Gable ❑ Mansard ❑ Gutter ❑ Wall: Block ❑ Conventional ❑ Beams X Uprights X Purlin X Car Port: Insulated ❑ Pan ❑ Fascia ❑ Wall: Block ❑ Conventional ❑ Beams X Post X 1 Patio `Cover: VIP% Insulated ❑ Pan ❑ Fascia ❑ Wall: Block ❑ Conventional ❑ Beams X Post X Concrete: Existing ■❑ New: 4"Slab ❑ Pier ❑ Ribbon Footer X Pavers❑ Other: Freestanding - 4th Wall Construction 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 ,;.,'�.a® A'uminum A Con,trvc!ion Engineering 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 (6" Edition) Aluminum Design Manual 2015 ASCE 7-16 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -150 MPH (FBC Table 2002.4) (45 ps ) 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 SCREEN DESIGN EENRASDAluminum d CnstrucHon Engineering Structural Aluminum: r (` 1 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 '/4" tapcons a minimum embedment of 1 1/8" and 2 '/." 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'-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'/I' Reinforcing Steel: Conform to ACI 318 and 315, Latest edition All reinforcement steel shall be ASTM A615 Grade 60. ro� 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 COIB 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 WASDALUMINUM SCREEN DESIGN Aluminum a Construction Engineering Hole Alienment: 1 r1 I" 1 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 & Uprlehts: 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 6'4" 2 X 3 7'-0" 5" 3" Spans 12'-9" 6" Spans 16'-11" 2 X 4 8'-0" 2 X 4 7'-0" 2 X 5 9'-6" 1 2 X 5 1 V-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'. 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 1'-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 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 AS, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com __L iL J I r3�r-_j _1'._ ---- --- — ---- --- A"I __T ----- _ '%A Jn the eve it-cf-4 conflict in member sizes shown oh-___ I i the plans Ond 0 genpral notes, the co ax ctor mu i '4 ufiliZe the -more m an _J ------ i J----- --- ------ ---------- T, x7Z i i�r A -P . . ...... T4 _J 13 t I... . ...... 1_"'_"'""_"[ ------ 7 T 17 ----- - ---- 12- _ .t i 1 a. CONST WtION INC A--- L 49 —FF ERMA'RETAVENLI --FL-'4982j'PiE I GE ---- --- ALUMINUM SCREEN EXTRUDED FASCIA IS DESIGN L IS ATTACHED& O BLOCK STRUCTURE WITH CON$ 3" INSULATED ROOF WITH #10�1' 6T0 6" FROM ENDS 24" O.C. TTO 3T INSULATED OOF WITH 6 #10/1" PER SIDE FROM ENDS 24" O.C. EXTRUDED GUTTER IS ATTACHED 3" INSULATED ROOF WITH #10 1" 6" ROOF IS ATTACHED TO FRONT & BACK 2X2 POST .046 OR GREATER HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL 0" to 36" 2 HINGE DOO tj / EACH DOORIS SCREWED INTO UPRIGHTS WITH 910 1" 6" FROM ENDS 24" O.C. KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. ALUNIINUMSCREENDESIGN.COM ALUNIINUMSCREENDESIGN_ @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP ➢T TTm nr MDUll RrtT[T /A\ N In 1" D V V fT M 1X2 IS ATTACHED TO FRONT WALL " INSULATED ROOF IS ATTACHED TO ,LUMINUM STRUCTURE WITH #10 4" SIDE WALL TOP PLATE 2X3 SIDE 1X2 IS ATTACHED TO BACK WALL WITH 910 2" 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 1" & INTO CONCRETE BLIND SCREWED WITH (3) 910 3" OR, W/ 2-1/4" X 1/4" TAPCON CAPRI CLIPPED WITH (4) #10 1" PER CLIP OR 2X3 CHAIR RM MT TATTI rT MDUT llnT IA\ 41 A III DT:D rT TD F I UPRIGHTS ARE ATTACHED WITH: 1X2 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) T,T T.,,. T,,,.T.T..,,T....T .I. u. ,„ T.,-T, 111 T 6" FROM ENDS 24" O.C. ` '� ALL TAPCONS STALICKNESS SL PROVIDE MINIMUM TATEMENT EMBEDMENT DEPTH Q� r METAL IS . DESIGN THICKNESS OR GREATER, ALLOY IS 6005-TS THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (61H 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 ORLANDO, FL 32811 - . --P.E. # 47509 f x �,�� DAluminurn ALUMINUM SCREEN , r-.. DESIGN ! i +• , , n :Types: {Screen Room ❑Pool Screen/Cage (Non -Re gvable Screen — Designed to.withstand actual Wind Speed) ❑Car Port ml hESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS >. ❑Patio Cover REQUIRED BY FIELD INSPECTORS THAT ❑Other: k,0 MAYBE, NECESSARY-WORDEP,M cOc7PLY.5'dFlAI# L (f'LICA'L CODES: Reference: Standard 9 Non Standard ❑ Revision X Commercial' *Project Address: 3301 Orange Ave City: FortPierce Date: 2/612018 *Contractor Name: Coastal Aluminum Construction, Inc. *Address: 496 S Market Avenue *City: Fort Pierce FL *Zip Code: 34982 *Phone/Fax: (772)468-0288 , *Email: Gnman2287@att.net *Choose O_ne Mail* Pick Up ❑ E-File❑Fed Ex*❑ 4 No of Copies *(For FedEx option go to www.aluminumsereendesign.com and provide FedEx account #) *,Payment Check❑ 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) 1 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: aluminumscreendesignevahoo.com WebSlte: www.aluminumscreendesign.com CA#30930 ®,„�� `', LU INUAA SCREEN DESIGN ® Aluminum & Construction Engineering .•.�__._..,_..... _,_r __�._. .., * Ultimate Wind Speed (mph)' 150 Exposed Category; C Risk Category:; Screen Room: Insulated ❑■ Pan Roof ❑ Fascia ❑ Wall: Block ❑ Conventional ❑ Uprights 2 X 5 Top Plate Z X 6 Kick Plate Pool Screen/Cage: Dome ❑ Gable ❑ Mansard ❑ Gutter ❑ Wall: Block ❑ Conventional ❑ Beams X Uprights X Purlin X ;Car Port: Insulated ❑ Pan ❑ i Fascia ❑ Wall: Block ❑ Conventional ❑ Beams X Post X Patio Cover: "IL"' COPY Insulated ❑ Pan ❑ Fascia ❑ Wall: Block ❑ Conventional ❑ Beams X Post X Concrete: Existing❑ New: 4"Slab ❑ Pier ❑ Ribbon Footer X Pavers❑ Other: Freestanding - 4th Wall Construction Note. -Inn -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 DIESIGN ® Aivmfinrm. 8 Gar.sirut1ltan Engineering _ 1'llA� 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. Desien Codes: Florida Building Code 2017 (6t1 Edition) Aluminum Design Manual 2015 ASCE 7-16 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -150 MPH (FBC Table 2002.4) (45 ps) 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"/o ASTM D698 density. _ Unit soil weight = 105 pcf F"ILE 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 02131ASDA!v.i... 8 Ec es truGt7 cn En93ceering, 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 `Y" 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 %d' tapcons a minimum embedment of 1 1/8" and 2 '/4" respectively into concrete looter. 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'-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'/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 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 IASDALUMINUM SCREEN DESIGN Aivminum 3 Construction EngineertnQ In Iti 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. 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 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'-0" 2 X 5 V-6" 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 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 amaximum of 1'-0" along the side, 3'4' 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. EdgeDistance: Contractor is required to install uprights to provide a 2" 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 I (. i41 Ail a I I ' jj fntgee ntofacodictinpem"rsizes shown on t the planss nd e general notes, �e contractor must uGtue the,Imore,kstnngent membet size requnemenEs. , III t i_ I � _ , lr4 10 I i t _ p _2 Zr COASTAL-AWMINVM .. CONS TRUCTIN INS 4.MhK-E9PCL49 99 ALUMINUM SCREEN EXTRUDED FASCIA IS ATTACD DESIGN TTACTO BLOCK 3" C CHANNEL IS 6H#10 /1" 3' INSULATED ROOF WITH # 0011' 6T0 6" RO EM NDS 24"�O.C. & TO 3" INSULATED ROOF WITH PER S] FROM ENDS 24" O.C. EXTRUDED GUTTER IS ATTACHED 3" INSULATED ROOF WITH #10 1" 6" C3iZf73FY:NVIMS)VIA 112Yola ITIN0I1:�7C�7 i IN 2 HINGE IT WALL TOP PLAT 161lzcc); ISile (i)►I.9 SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. ALUMINUMSCREENDESIGN.COM ALUMINUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP nT TAnI rT ronvrl nrtTV /n\ R t A 1 " nvn Of M Iii�c c[�T:1� _TICil�:iil�l �1/:\71� " INSULATED ROOF IS ATTACHED TO .LUMINUM STRUCTURE WITH #10 4" SIDE WALL TOP PLATE 1X2 IS ATTACHED TO BACK WALL WITH #10 2" 6" FROM ENDS 24" O.C. 2X3 SIDE WALL UPRIGHTS CHAIR RAIL IS ATTACHED TO UPRIGHTS 2'.X 2" X 1/8" ANGLE IS ATTACHED TO WITH EITHER: UPRIGHT W/ (2) 910 1" & INTO CONCRETE BLIND SCREWED WITH (3) 910 3" OR, W/ 2-1/4" X 1/4" TAPCON CAPRI CLIPPED WITH (4) #10 1" PER CLIP OR 2X3 CHAIR RAI nr nm rr MDVT llT[ /n\uln 1"DCn nrro UPRIGHTS ARE ATTACHED WITH 1X2 IS ATTACHED TO CONCRETE BLIND SCREWED WITH (3) 010 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) nr n M rr MDvn llnm r.n e1 n 111 DnD rT ro 6" FROM ENDS 24" O.C. io I s 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 THOn 4401 VINELAND SUITE A6 ORLANDO; FL 32811 E i