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Home My WebLink AboutEngineering/plans A, , —ALUMINUM bis `ireNMI ' N Rim �,. 0 Aluminum & Consfiruci !on Engineering *Plan Tvpes•` 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) F]Car Port THEM PLANS Aids a.6L PROPCSEd WORK Patio Cover AREUQJECT TO ANY CORRECTIONS OOther: REQUIRED �C�YMELD INSPECTORS THAT n wt a A, r yll tl CLca L-' Ya� ° *Reference: Rittenbaugh New[✓ Revision❑ Date: 6/23/2017 *Project Address: 469 Nettles Blvd *City: Jensen Beach FL 34957 *Contractor Name: Coastal Aluminum Construction, Inc. *Address: 496 S. Market Avenue ; fj� 1_.�COJ *City: Fort Pierce FL ]_ Lu *Zip Code: 34982 DATE, ? c i13 FF,.tl� *Phone/Fax: (772)468-0288LIN tis,, ,.rf F°_ _� �;r,i13J -� a i.>-.Y iii"i i r y,L'L f",�: .. *Email: tinman2287gatt.net *=Choose One_ Mai10 Pick Up[ Fed Ex*[ 3 No of Copies For FedEx option got to www.aluminumscreendesign.com and provide FedEx account#) *aPaylmentw Check[ Credit Card *0 *(For Credit Card option go to www.aluminumscreendesi-qn.com to pay by credit card) Engineering prepared by: s� s rx"�ap Engineer:Michael Thompson, MSc,P.E. (P.E.#47509) 5200 Vineland Road—Suite 250,Orlando, FL 32811 0 Office:407-529-3300 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 0 I ALUMINUM SCREEN E 3 Yy 1 D DESIGN & Cons•truction Engineering *;Ultimate Wind Speed (mph) �5° Exposed pated,olly C ,Risk Category:; 1 Screen Room -Flip Insulated �/ Pan Roof❑ ® ' Fascia❑ Wall: Block❑ Conventional❑✓ Uprights 2 x 5 Top Plate 3 x 2 Kick Plate Pool�Screen/CWaget, Dome ❑ Gable❑ Mansard F1 Gutter❑ Wall: Block❑ Conventional❑ Beams x Uprights x Purlin x `Car Port: Insulated ❑ Pan❑ Fascia❑ Wall: Block ❑ Conventional❑ Beams x Post x PtiCove ao r. Insulated❑ Pan❑ Fascia❑ Wall: Block❑ Conventional❑ Beams x Post x Concrete Existing New: 4" Slab[—] Pier❑Ribbon Footer x Pavers❑ Other: 4th Wall Construction. Screen Enclosure on Existing Wood Deck. 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. ,. Aluminu:rn Gons_iruction En*g1ne+r1r.-U _ 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�ttie`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 7-10R � ® Design Loads: Pursuant to FBC Chapters 16&20 Ultimate Wind:-150 MPH(FBC Table 2002.4) (45 psj) 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 ALLIMUNIUM SCREEN DESIGN i �1 IBM A 5 DANminurn & Ccnsiructicn En:gime.r.0 Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard'practice for"aluminum - I 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. File c® y 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 Al 85 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 ALUMINUM SCREEN DESIGN E - AWmindrn Eng!n ;:,U i.� 4AP f 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'spaii 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'- 2X3 1'- 2X3 6'-0" 2 X 3 7'-0" 5" 3"Spans 12'-9" 2 X 4 8'-0" 2 X 4 7'-0" 6"Spans 16'-11" 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 F-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 7- .............. J .............................. ....... ................. .... . ..... . ..........L-- ...... ....... ...... .......... ... .......... ........... ............ ........... ........ .............. 11 ............S_n_ ............ .... .............. six3 Pbs, 1 3Y-3 Ltum- ............................. ........... tTc-.T PPPEL ......................... I. i r to .............. A ... ...... ................. ..... ...... LL • ........... ............ ...... y i i : E . ............... ........... i _4� ........... . ......... .................. ............ File C 0111 71 ............... .............. fy ............J z N A .......... .... .............. .......... 4RI .......... .......... ........... ......... V ............ Cvi ........... A ........ .... In the event of a conflict ersizes Shbwn.6n... .......... jctinmemb .......... the plans and the general notes,the contractor must utilize the more stdngbnt memberi.,size requirements. ............. .......... wt> .... ........................ 3w ................... Coastal Aluminum I W*ci ...... Construction, n c. ............. f ........................ ........ .......... 496 S. Mar et.Averiue, k .......... .................... ...... ............ ...... Fort.Pierce FL 34982 .............................. ....... .......... .......... . .... J ............................... EXTRUDED FASCIA IS ATTACHED 3"C CHANNEL IS D TO 4TH WALL STRUi TTAC ALUMINUM SCREEN DESIGNY INSULATED ROOF WITH#10 11'6T0 6"FROM EM NDS 24"�O.C. ITO 33"INSULATED ROOF FROM ENDS 24"O.C. EXTRUDED GUTTER File, COPY 3"INSULATED ROOF ISATTACHED #1011 6"T FROM ENDS 24"O.C. ROOF IS ATTACHED TO FRONT WALL WITH 4 #10 4"PER PANEL UPRIGHTS ARE ATTACHED WITH: "INSULATED BLIND SCREWED WITH(3)910 3", „ iJMII�tiJM S 3X2 FRONT WALL TOP PLATE CAPRI CLIPPED WITH(4)#10 1"PER CLIP FROM ENDS BLIND CLIPPED WITH 4 #10 1"PER CL 2X2 POST.046 OR GREATER 3X2 SIDE WALL TOP PL HINGE LOCATIONS 1X2 IS ATTACHED TO FRONT WALL WITH#10 2"6"FROM ENDS 24"O.C. 1X2 IS ATTACHED SCREEN DOOR FULL Z OR WITH 910 2"6"FRO DOOR JAM STANDARD DETAIL 0"to 36" 2X5 SIDE WALL UPRIGHT 2 HINGE DOO ' CHAIR RAIL IS ATTACHED TO UPRIGHTS 2"X 2"X 1/8"ANGLE IS AT EACH DOORIS SCREWED INTO UPRIGHTS WITH#10 1"6"FROM ENDS 24"O.C. WITHEITHER: UPRIGHT W/(2)#10 1"& BLIND SCREWED WITH(3)#10 3"OR, W/2-1/4"X 1/4"TAPCON CAPRI CLIPPED WITH(4)#10 1"PER CLIP OR BLIND CLIPPED WITH 4 #10 1"PER CLIP 2X5 FRONT WALL UPRIGHTS ARE ATTACHED WITH: KICK PLATE IS ATTACHED TO STRUCTURE BLIND SCREWED WITH(3)#10 2"OR,CAPRI CLIPPED WITH(4)#10 1"PER CLIP& 1X2 IS ATTACHE WITH#10 1"6"FROM ENDS 18"O.C. W/#10 2"6"FRO BLIND CLIPPED WITH 4 #10 1"PER CLIP ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT METAL IS.046 THICKNESS OR GREATER,ALLOY IS 6005-T5 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 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 11 ALUMINUM SCREEN DESIGN File Copy 3X3 POSTS ARE ATTA cf) 6 s�T� AO CO BRRIAGE BOLTS 3T/ 2 M YI A �LL� �T�Il O3X3 POST IS ATTACHED B BRACKET WITH 13/8" X CARRIAGE BOLTS B 1X2 IS ATTACHED TO W O W/#10 2" 6" FROM ENDS M M C ALUMMUMSCREENDESIGN.COM DESIGN STATEMENT ALUMINUMSCREENDESIGN METAL IS.046 THICKNESS OR GREATER,ALLOY IS 6005-175 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 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 CATEG 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 U