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Home My WebLink Aboutplans- set 2 File Copy i4il:. I� s.��.vi VliJiaiLil I VI' li. ism ALUMINUM SCREEN DESIGN cONT RACTOROFRCCOU NmASDAluminum d Constrvcllon Engineering *Plan Types: i n SE FLANS AND ALL PROPOSED WORK ❑ Screen Room ARE SUBJECT TO ANY CORRECTIONS Pool ScreenlCage REQUIRED BY FIELD INSPECTORS THAT Car Port ❑ Patio Cover [AAY SC NECFS',PARY IN ORDER TO `. • tC0rlPLYWrf �;�L IPPLICZ-1!COMES. Other. _ *Reference: 'Y\v- Revl Ion Date: *Project Address: 7y5q Ze, " s 'e _ 0"A) *City: kl> Sa L � Si. >�i{'. z��z r saT'.-eS'.uN *Contractor Name: Sc�'"J-,86�� / ScoT/ j Si DATE � • s�, *Address: //95,a rile S ND PER-Ai1"f >ti ST BE KEPT -N JC" � � *City' ��ce Girufat t - *Zip Code: 3q7 7Z *Phone/Fax: 772- *Email: *Choose One: Mail®Pick Up ❑ Fed WF❑ No of Copies *(For FedEx option go to www.aluminumscreendesign.com and provide FedEx account #) *Payment: CheckQCm3d1t Card '(For Credit Card option go to www.aluminumsereendesign.com to pay by credit card) Engineering re red by: 10MASD Engineer.Mwuial Thompson.MSc,P-E-(P.E.#47509) 520o Vineland Road-Suite 250 Odando.FL 32811 _ off 407-529-3300 Catl 407-721-2292 Project Manager:Paul Thanas 388.4749604 Fax SM923.8181 Emall: ivatm.mn , Website:www aluminumscreendesltan com cA#3mo I ::AS®Aurnu NUM SCIkEEN DESIGN Aiminnt S ConsrruFrlpn Engineering *Ultimate wind Speed(mph): Exposed CategprY' C Rlsk Cat GW. 1 Screen Room: Insulated ❑ Pan Roof❑ Fascia❑Wall: Block❑ Conventional ❑I Uprights X____Top Plate X Kick Plate Pool Screen/,Cage Dome❑ Gable[:] Mansard Gutter[] Wall: Block ❑ Conventional❑ Beams 2 XZ Uprights_Z_X o Purlin Z,,X 3 Car Port: insulated❑ Pan❑ Fascia❑ Wall: Block❑ Conventional ❑ Beams _X__ Post X_ Patio Cover: Insulated ❑Pan❑ Fascia❑ Wall: Block❑ Conventional❑ Beams _X_ Post X Concrete: ExistingQ New:4"SiabE] Pier[] Ribbon Foptor X ❑ Pavers Other: ` Note:in er wmd Ow two is a=d&t with tM dedgn plus erd the generd rotes rrd dedgn eurdard,the cordredor shell udtlm the tron sbirpent dfrnwsdpps,p.W nMmbw sites prior to ordering notwists,tebrloal�on atAW oorstvcdan between On plans and 1M genwel role end design.etsedscd . File Y �■ ALUMINUM SCREEN DESIGNl ENEMAS DAlurninurn E Construction Engineering I� General Notes & Design Standards (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(5th Edition) Aluminum Design Manual 2010 ASCE 7-10 Desien 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 4401 Vineland Road.,Suite A6,Orlando, FL 32811. (P)407-734-1470(F)407-734-1790 www.aluminumscreendesign.com r File Copy ■NEAS Dm ALUMINUM SCREENl Auinum 3 Consirutilen Engineeringeer:n�; 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. 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 V 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 till ALUMINUM SCREEN DESIGN ININNEA DAWminurn 3 ConsiructiDn Engt=e<_!ing Cables: , i 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 corner 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 ''/2" x '/4" tapcons or equal. 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 Upright-Pool Cage Enclosures PRIMARY ROOF MEMBERS-POOL CAGE ENCLOSURES 150 Upright MPH Roof Span SIZE Height Roof Span *Maximum Roof Span 2 x 4 10'-3" *Maximum Beam Beam Spacing= *Maximum Beam 2x5 12'-3" SIZE Spacing=6'-0" 6'-8" Spacing=7'-2" 2 x 6 13'-3° 2 X 4 14'-3" 13'-3" 10'-6" 2 X 7 14'-6" 2 X 8 15'-6" 2 X 5 19'-0" 18'-0" 15'-6" 2 x 9 16'-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" 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 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 I I 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 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P)407-734-1470(F)407-734-1790 www.aluminumscreendesign.com . .,.. .�. , _.._ .. i ! �a � � g.o �e..4�S ' ' �o�i✓1Lo�L v In the event of a conflict in member sizes shown on KN I to plans and the general notes,the contractor must utilize the morestringent member size:requirements. _ka r r r w L G � i5 2 •2 � ' o 2Yt, N--3 tl 13 J tt N "7.3 7.S 7,3 �•3 �eG (/fi �:L I,,G loV � r �� ao 3YL iY 150. b7.4 ALUMINUM SCREEN DESIGN File cony -64, co W S�Fj�P krF rr FR I"PAVERS W/ 4"CONCRETE �O THRU OUT 4"THICK CONCRETE CONTRACTOR SHALL BE RESPONSBL VAPOR&TERMITE PROTECTION CONCRETE SHALL BE A MIAII MIC ALUMINUMSCREENDESIGN.COM 4401 ALUMINUMSCREENDESIGN @YAHOO.COM ORL PHONE: 407-734-1470 FAX: 407-734-1790 ALUMINUM SCREEN DESIGN PURLINS ATTACHED TO BEAM W/ (3)#10 2"SMS,PLACE WASHER UNDER SCREW IN GUSSET CORNER File coigy REVISED TO CALL 1"GUTTER STRAP IS ATTACHED T CONNECTION FROM TO GUTTER WITH#10 1"&INTO BEAM 1 TO GUTTER FASCIA WITH#10 2"PER STRAP ON BAY WINDOW 24"O.C.MAX 4"FROM EACH UPRIGHT BEAM TO FASCIA • SEE GENERAL NOTES • • • • &DESIGN STANDARD • • • FOR ADDITIONAL • • • • INFORMATION TYP. • • • • • SMB • • NOTES • O 1.GUSSET DIMENSIONS ARE MINIMUM 8"ON BOTH SIDE OF BEAM,MAY BE INTERNAL OR EXTERNAL 2.AS BEAM SIZE CHANGES ADD OR r+ SUBTRACT TO MAINTAIN A 1-1/4"O.C. O SCREW SPACING 3.GUSSET LENGTH REMAINS CONSTANT, O WIDTHS CHANGE TO MATCH BEAM SIZE BEAM IS ATTACHED TO GUTTER W/ 2X2X1/8"ANGLE&(4)#10 1"PER SIDE BEAM TO WALL 2X2 IS ATTACHED TO STRUCTURE W/ 4"X 1/4"TAPCONS(#10 4"IF TO WOOD REVISED TO REMOVE STRUCTURE)6"FROM ENDS 24"O.C. PEAK OPTION • • 2X2 ANGLE IS ATTACHED TO BEAM WITH(2)#10 1"&INTO BLOCK WITH 2-1/4"X 1/4"TAPCON ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MIC REVISED TO 150 MPH METAL IS.046 THICKNESS OR GREATER,ALLOY IS 6005-175 4401 V ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8"EMBEDMENT DEPTH @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 ORL 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 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS ALUMINUM SCREEN DESIGN DIAGNOL BRACING DETAIL Tile L CONINECTIO REVISED TO DIAGNUL BRACE �OESNT HIT POS 2X2 ROOF PURLIN 2X2 EDGE BEAM 2-1/8"X 1-12"C-CHANNEL 2X2 TOP PLATE IS ATTACHED TO C-CHANNEL ATTACHES UPRIGHT TO 2X2 PURLIN ATM(2)#10 4"THRU TOP PLATES WITH(4)#101"INTO BEAM INTO PURLIN EMBOSS UPRIGHT&(3)#10 1"INTO TOP PLAIT DOOR FULL Z OR DOOR JAM 1X2 FASTENED TO 2X2 W/#10 2" UPRIGHT ATTACHES TO PURLIN W/ STANDARD 6"FROM UPRIGHTS 24"O.C. 1X2 ANGLE&(4)#10 V PER SIDE 2X3 POST OR DOOR JAMB z tin 02 HINGE DOOR FRONT WALL TO B a SLOPED PURLIN CONNECTION DETAIL SMB BEAb "3 OVER UP 30"TO 36" O PURLIN z 2X2 INTERNALLY SCREWED 2X2 TOP PLATE IS ATTACHED TO THRU BEAM W/ 3 #10 2" 2X2 PURLIN WITH(2)#10 4"THRU EACH DOOR IS SCREWED INTO UPRIGHTS BEAM INTO PURLIN EMBOSS 1X2 FASTENED TO 2X2 W/#10 2" • 6"FROM UPRIGHTS 24"O.C. WITH#10 1"SCREWES 24"O.C. • 1X2 FASTENED TO 2X2 W/#10 2" • (6)#10 1"INTO GUSSET 6"FROM UPRIGHTS 24 O.C. 1-12"X 2"X 1-12"X 0.062" PLATE PER SIDE TYP. RECEIVER CHANNEL REMOVE BACK TO FIT OVER PURLIN PROVIDE(4)#10 X 3/4" O PURLIN&UPRIGHT ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT Nuc REVISED TO 150 MPH METAL IS.046 THICKNESS OR GREATER,ALLOY IS 6005-175 4401 V ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8"EMBEDMENT DEPTH @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 ORL 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 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS