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HomeMy WebLinkAboutAluminum Screen*Plan Types:; ❑ Screen Room ❑ Pool Screen/Cage (Removable Screen - Remove screen when wind speed exceeds 75 MPH) Pool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed) ❑ Car Port ❑ Patio Cover ❑ Other: *Refelience POLLAND Newn Revisions Date: *Project Address: 7100 SEBASTIAN RD *City: FT PIERCE, FL 34951 *Contractor Name: EDEN SCREEN CO., INC *Address: 1997 SE ESTERBROOK ST *City: PORT ST LUCIE *Zip Code:34983 *Phone/Fax:7722166171 *Email: EDEN68@AOL.COM *Choose One.; Mail Pick Up❑ Fed Ex*❑ 3 No of Copies *For FedEx option got to www.aluminumscreendesign.com and provide FedEx account #) *IPaymemt Check ❑ Credit Card *Q *(For Credit Card option go to www.aluminumscreendesign.com to pay by credit card) Engineering prepared by: n w h�{ -g j Engineer: Michael Thompson, MSc, P.E. (P.E. #47509) 4401 Vineland Road —Suite A6, Orlando, FL 32811 Ofice:407-734-1470 Cell:407-721-2292 ! Project Manager: Paul Thomas 386-479-9504 Fax: 888-923-8181 Email: aluminumscreendesign@yahoo.com Website: www.aluminumscreendesign.com CA#30930�� _..y Screen Room Insulated 7 Pan Roof ❑ Fascia ✓❑ Wall: Block ❑ Conventional❑✓ Uprights _3" x3" Top Plate 2 x 6 Kick Plate Dome ❑ Gable Mansard ❑✓ Gutter❑ Wall: Block❑ Conventional ❑✓ Beams 2 x 6 Uprights 2 x4 Purlin 2 x3 Insulated ❑ Pan ❑ Fascia ❑ Wall: Block ❑ Conventional ❑ Beams x Post x I?.atio Corer Insulated ❑ Pan ❑ Fascia ❑ Wall: Block❑ Conventional❑ Beams x Post x aExisting New: 4" Slab[—] Pier❑Ribbon Footer 8" x8" Pavers❑✓ Other: CLEAR SPAN 12' WITH 2 X 6 SMB & 5" GUTTER BEAM FOR THE POLY ROOF?? 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.�� c o� 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 NEIRIAS DA irm j num .y. C. o 6siruc4 oir Engtneesing General Notes & Design Standards ICI (Non -Removable Pool Screen) 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 (51 Edition) Aluminum Design Manual 2010 ASCE 7-10 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -150 MPH (FBC Table 2002.4) 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 -pile 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 ICGPY www.aluminumscreendesign.com 0 ALUMINUM a SCREEN DESIGM INEASDA`kiminum& Construction En_g3_ner rinq Structural Aluminum: 1111 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. 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 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 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. 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) 40 -t79 www.aluminumscreendesign.com ,Op j, mEmMAS ALUMINUM SCREEN DESIGN DAluminu.mS. Cpn.siruction Enginea.ring �A Cables: - Contractor shall provide a minimum 1/8" diameter stainless steel cable tie down at side and rear walls of pool screen enclosure. Contractor shall secure cable to top of column located at each comer and where there is a difference in column height locations. In addition, cables shall be spaced to provide wall support not exceeding 227.5 ftZ with bottom each end of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 ''/z" x '/4" tapcons or equal. 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 ROOF MEMBERS -POOL CAGE ENCLOSURES SIZE Roof Span *Maximum Beam Spacing = 6'-0" Roof Span *Maximum Beam Spacing = 6'-8" Roof Span *Maximum Beam Spacing = 7'-2" 2 X 4 14'-3" 13'-3" 10'-6" 2 X 5 19'-0" 18'-0" 15'-6" 2 X 6 22'-3" 20'-0" 18'-9" 2 X 7 24'-0" 21'-8" 21'-6" 2 X 8 28'-0" 26'-9" 26'-6" 2 X 9 30'-0" 28'-5" 28'-0" 2 X 10 33'-6" 31'-11" 31'-6" Upright -Pool Cage Enclosures Upright 150 MPH SIZE Height 2 X 4 10'-3" 2 X 5 12'-3" 2 X 6 13'-3" 2 X 7 14'-6" 2 X 8 15'-6" 2 X 9 16'-6" 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 x4 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". Header Beam: Contractor is required to install a minimum 2 x 7 header beam supported with 3 x 3 column space at 10 feet (max) with a 2' x 2' x 1'-6" concrete footer with 3#5 each way when screen enclosed is required to be attached super gutter at the interface of the insulated roof panel. Contractor is required to install insulated roof covering pursuant to the Florida product approval specification (45 psf). Intermediate Girts: Contractor is required to install intermediate chair rails/girts spaced at mid -span between the chair rails and top rail or 6'-0" max on center when column height exceeds 11 feet. Contractor is also required to install one additional intermediate chair rail/girt to be located 3 feet below the top rail when column height exceeds 14 feet. 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 .piz'e 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-17® www.aluminumscreendesign.com PY V(7 ......,. ....., V %A,ly Nl- _..._.._......... .............:...,.__.._....,..-. «��._ �.� . _........... i < 0 i In the event of a conflict in member sizes shown on Mg the plans and the general notes, the contractor must t' utilize the more stringent member size requirements. J dk3 HdWObS'T56bE'tj'3JU71d 1i'Qa NVIISV835 00TL'ONVI10d AO.Of *9or 7ry071OV 89N303 TL19-9 Z-ZLL N33U35 N3Q3 2X2 POST :046 OI�GRE 2 HINGE SCREEN EXTRUDED FASCIA IS ATTACHED DESIGNY 3" C " 6" FROM ENDS 24" EL IS ATTACWITH #10 2 HANN ALUMINUM INSULATED ROOF WITH 910 1"6T0 & TO 3C ' INSULATED ROOFEWITH 6A#10 1' PER SIDE FROM ENDS 24" O.C. ROOMS ATTACHED TO FRONT WALL WIIJ9l�4) #10 4" PERT wL>=l .< <J m m $�,,,UDED GUTTERS HED TO .�;��, ORT BEAM WI*A1@ ` M ENDS 24" O.C.-i n m z m w- �7ora0 �r n -- y o r p:6mv:ru tiER oomo momoo ©�-,00 HINGE LOCA'RON� `�' o m A SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" /7AY-ai'76- ST. Li1CrD Dp �RLMPNO �ISJON gES�lE«TE UEyJE�`+'ED BY 'DATE pER�iIT 1►ILJS BE 'p ON PLANS AND ORNO INSPEC iION WILL BE MADE. 3X3 POST IS ATTACHED TO BRACKET WITH 13/8" X 3 1/2" CARRIAGE BOLTS ; ` BRACKET FROM 3X3 IS ATTACHED TO CONCRETE WITH 2 1/4" X 2" JOIPAPCONS TYP. 3X3 POSTS ARE ATTACHED TO 2X6 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. 3" INSULATED ROOF IS ATTACHED TO ALUMINUM STRUCTURE WITH 910 4" 6" FROM ENDS 24" O.C. UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER BLIND CLIPPED WITH (4) #10 1" PER 1X2 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 2X4 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 WITH (3) 910 3" OR, W/ 2-1/4" X 1/4" TAPCON CAPRI CLIPPED WITH (4) 910 1" PER CLIP OR 2X2 CHAIR RA BLIND CLIPPED WITH (4) #10 1" PER CLIP UPRIGHTS ARE ATTACHED WITH: 1X2 IS ATTACHED TO CONCRETE BLIND SCREWED WITH (3) #10 2" OR, CAPRI CLIPPED WITH (4) #10 1" PER CLIP & WITH END X 1/4" TAPCONS 6" BLIND CLIPPED WITH (4) #10 1" PER CLIP I.. FROM ENDS 24" O.C. itlev a SCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD SCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE AG �Y DO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) P�: 407-734-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLANDO, FL 32811 SPEEDS OF 140 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED109.2 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. # 475 09 FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION i4 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS _ _ - - - - — - - iA#3 093 0 ol ALUMINUM SCREEN DESIGN PURLINS ATTACHED T W/ (3) # 10 2" SMS, PLACE WASHER UNDER SCREW IN GUSSET CORNER T 1" GUTTER STRAP IS ATTACHED SMS 1-1/4 O.C. TO GUTTER WITH #10 1" & INTO PER CONNECTION PER FASCIA WITH #10 2" PER STRAP SIDE SIDE YP. T 24" O.C. MAX 4" FROM EACH UPRIGHT BEAM TO FASCIA • • SEE GENERAL NOTES • • • • & DESIGN STANDARD • • • FOR ADDITIONAL • • • • INFORMATION TYP. • • SMB • • W NOTES • 0 1. GUSSET DIMENSIONS ARE MINIMUM 8" ON BOTH SIDE OF BEAM, MAY BE INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES ADD OR /0 K+ SUBTRACT TO MAINTAIN A 1-1/4" O.C. SCREW SPACING 3. GUSSET LENGTH REMAINS CONSTANT, C WIDTHS CHANGE TO MATCH BEAM SIZE BEAM IS ATTACHED TO GUTTER W/ 2X2X1/8" ANGLE & (4) #10 1" PER SIDE 2X4 ANGLE BRACE CONNECTION 2X4 ANGLE BRACE IS BLIND SCREWED BEAM TO WALL TO ALUMINUM STRUCTURE WrM (3) #10 2", OR TOE NAILED W/ (3) #10 2" 2X2 IS ATTACHED TO STRUCTURE W/ 4" X 1/4" TAPCONS (#10 4" IF TO WOOD STRUCTURE) 6" FROM ENDS 24" O.C. • 2X2 ANGLE IS ATTACHED TO BEAM WITH (2) # 10 1" & INTO BLOCK WITH 2-1/4" X 1/4" TAPCON MICHAEL THOMPSON ATMINUMSCREENDESIGN.COM DESIGN STATEMENTMETAL IS.046 SS OR GREATER, IS 65-175 SCREENDESIGN ALL TAPCO S SHALL PROVIDE MINIMUM OF 11 1 8 EOMBEDMENT DEPTH 4401 VINELAND ROAD SUITE A6 @ OO.COM REQUIREMENTS OF THE 2014 EDITION) THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE (5TH ORLANDO, FL 32811 PH : 407-734-1470 OF THE 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 SHOULD CONDITIONS FROM CONSTRUCTION PLANS--- �C A#3-0930 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SITE DIFFER _ ____- - --- - ALUMINUM SCREEN DESIGN SIDE WALL CONNECTION DETAILS WHEN PURLIN DOESNT HIT POST 2X2 ROOF PURLIN 2X2 TOP PLATE IS ATTACHED TO / 2X2 PURLIN WITH (2) #10 4" THRU BEAM INTO PURLIN EMBOSS DOOR FULL Z OR DOOR JAM STANDARD 2X3 POST ORDOOR JAMB 7i tin 02 HINGE DOOR a O z EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" SCREWES 24" O.C. IX2 FASTENED TO 2X2 W/ #10 2" 6" FROM UPRIGHTS 24" O.C. SLOPED PURLIN CONNECTION DETAIL 2X2 TOP PLATE IS ATTACHED TO 2X2 PURLIN WITH (2) # 10 4" THRU BEAM INTO PURLIN EMBOSS 1X2 FASTENED TO 2X2 W/ # 10 2" 6" FROM UPRIGHTS 24" O.C. 1M1 1-1/2" X 2" X 1-1/2" X 0.062" RECEIVER CHANNEL REMOVE BACK TO FIT OVER PURLIN PROVIDE (4) #10 X 3/4" INTO PURLIN & UPRIGHT SIDE WALL CONNECTION DETAILS WHEN PURLINDOESNT HIT POST 2-1/8" X 1-1/2" C-CHANNEL C-CHANNEL ATTACHES UPRIGHT TO TOP PLATES WITH (4) #10 1" INTO UPRIGHT & (3) #10 1" INTO TOP PLATES UPRIGHT ATTACHES TO PURLIN W/ 1X2 ANGLE & (4) #10 1" PER SIDE FRONT WALL TO BEAM SMB BEAM IS NOTCHED OVER UPRIGHT 2X2 INTERNALLY SCREWED THRU BEAM W/ (3) # 10 2" 1X2 FASTENED TO 2X2 W/ #10 2" \ 6" FROM UPRIGHTS 24" O.C. (6) #10 1" INTO GUSSET PLATE PER SIDE TYP. ALUa;-!� JUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD ALUIRNUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE A6 @Y - O.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) PHO 407-734-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORL 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: 4 -73 4-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION- -CONTRACTOR SHALL NOTIFY THE -ENGINEER IMMEDIATEL-Y-SHOUL-D-SITE-CONDITIONS-DIFFER FROM CONSTRUCTION PLANS '' CA.93 093 ALUMINUM SCREEN DESIGN COMPOSITE ROOF TO GUTTER TO BEAM DETAIL SMB r BEAM is ATTACHED TO GUTTER W/ 2X2X1/8" ANGLE & (4) 910 1" PER SIDE ROOF IS ATTACHED TO FRONT WALL WITH 4 #10 4" PER PANEL I— I — 7-11 EXTRUDED GUTTER IS ATTACHED TO SUPPORT BEAM WTTH #10 1" 6" FROM ENDS 24" O.C. 3X3 POSTS ARE ATTACHED TO 2X6 BEAM 2 3/8" X 3 1/2" CARRIAGE BOLTS TYP. K BRACING DETAIL K BRACE IS ATTACHED' 1MINUM STRUCTURE WT " C CHANNEL & (6) #101" BLIND SCREWED WITH `10 2" PER END DESIGN STATEMENT MICHAEL THOMPSON AL�SCREENDESIGN.COM METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD AL SCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH I SUITE A6 @YAHOO•COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) PHONE: 407-734-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLANDO, FL 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. P.E. # 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_ _ _ _ - -- � - C--A93 0 9 3 0 ALUMINUM SCREEN DESIGN SIDE WALL DETAIL 1X2 1X2 TOP PLATE IS ATTACHED TO 2X2 WALL BEAM WITH #10 2" 6" FROM ENDS 24" O.C. CU O C) _ u ryq� O&- OA S. z SIDE WALL UPRIGHT X y a H �j0 NDn '�Uv LT. �" O n C7 C� N Z C) �0 3H 3 SEE GENERAL NOTES cn a & DESIGN STANDARD o. y N ¢ FOR ADDITIONAL X 3 - x INFORMATION YP. 1X2 BOTTOM PLATE IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4" TAPCONS 1X2 BOTTOM PLATE IS ATTACHED TO (5" X 1/4" IF THRU PAVERS TO FOOTER) UPRIGHTS WITH CAPRI CLIP WITH (4) (#10 2" IF TO WOOD DECK) #10 1" OR BLIND SCREWED WITH (2) 6" FROMENDS 24" O.C. #10 2" PER SIDE CHAIR RAIL & KICK PLATE DETAIL 2X2 CHAIR RAILS & GIRTS ARE ATTACHED W/ INTERNAL CLIPS W/ (4) 910 1", CAPRI CLIPPED, W/ RECIEVING CHANNEL & (6) #10 1" W/ (8) #10 1", OR BLIND KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. RECIEVING CHANNEL CLIP DETAILS BLIND CLIP & CAPRI CLIP DETAILS SELF MATING UPRIGHT DETAILS 1X2INTERNALLY SCREWED THRU 2X2X1/8" ANGLE TO UPRIGHT W/ (2) # 10 X 1-1/2" FASTEN 1X2 TO CONCRETE W/ 3" X 1/4" (5" X 1/4" TAPCONS IF THRU PAVERS) (# 10 2" IF TO WOOD DECK) SCREW CONCRETE ANCHOR 6" FROM UPRIGHT 24" O.C. NEW PAVERS 8" X 8" p FOOTER WITH 195 THRU OUT p UPRIGHT SHALL BE STITCHED W/ #10 X 1" SELF TAPPING SCREWS 12" O.C. TYP. 0 910 1" PER SIDE 0 AEUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON A%VMIN UM SCREENDESIGN ALL TAPCONS SHALL TAL IS .046 PRO DE TOR GREATER, ALLOY IS HICKNESS OF 11 1 8 EMBEDMENT DEPTH 5-175 4401 VINELA ND ROAD SUITE A6 @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) ORLANDO, FL 32811 PHONE: 407-734-1470 OF THE 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. P.E. # 47509 FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION_ — CONTRACTOR SHALL NOTIFY THE ENGINEER Ry vIEDIATELY-SHO.ULD-SITE-CONDIT-IONS-DIFFER FROM CONSTRUCTIONPI;ANS - — CA#3 093 0 ALUMINUM SCREEN DESIGN NEW PAVERS 8" X 8" FOOTER WITH 1 #5 THRU OUT 1X2 BOTTOM PLATE IS ATTACHED TO CONCRETE WITH 5" X 1/4" TAPCONS THRU PAVERS 6" FROM ENDS 24" O.C. 2 X 2 X 1/8" ANGLE SCREWED INTO EACH SIDE OF BEAM WITH (2) #10 1" & INTO CONCRETE WITH (1) 5" X 1/4" TAPCON All CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING: VAPOR & TERMITE PROTECTION (IF REQUIRED) d�a CONCRETE SHALL BE A MINIMUM OF 3000 PSI l®1 FOR COVERED STRUCTURES, CONTRACTOR SHALL SECURE COLUMN BASE TO THICKENED EDGE 10 MICHAEL T'HOMPSON ALt' IINUMSCREENDESIGN.COM 4401 VINELAND ROAD ALUMINUMSCREENDESIGN @YAHOO.COM SUITE A6 ORLANDO, FL 32811 PHONE: 407-734-1470 .E. # 47509 FAX: 407-734-1790 P, CA#30930