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HomeMy WebLinkAboutScreen Room SpecificationsHE R SM, Pet n'-1 -n p U L-?''!k 0 A0.npurlu t - 7 FZscreen Room OPoo,Screen/Cage, (Non -Removable Screen:— Designed, to withstand actual Wind Speed) FICar Port F-]Patio,cover 09a F-10ther: U *Contractor Nam -ea LID *Address..- L-�U S N. dQ' *City: -�- -T-)-, -Ife Zip Code: . . 3 Lk q *Phon,e/,Fax-. (112) 4u9-02-00:S *Email: --Hmytan -22-0,1(9 a-H-,, re-+ '00"hd. Mail20pick Up E-REl eFed No of Co pies *(For Feffikpption go to'W-WW.ajuMjnutnscr I eendes) an. coin and provide F' account 4). v edEx c ,"M#nt.." Check[❑ Credit Card* *(For Credit Card, option go to wmw aluininumscreend'esign. com to pay by credit card). Engineering prepared by: 90i ti, I MR ST. LUCIE COUNTY fS, �.0 FAS'NERS OR ATTACHMENTS BUILDING DIVISION W WED ARE IN, Irc, P"ISPONSIBILITY OF THE %IREVIE a FOR COMP REVIEWED BY RECORD cs ,ONTRACTOR OF DATE 494CIL7 PLANS AND PERII' MUST BE KEPT ON JOB OR Engineer: ".Michae!.ThqMps0'n,MSO,iP.E..i(P,.E.:#4760) NO INSPECTION WILL BE MADE 40.1 Mn616nql RqOcl- Suite A6. Qrlando,. FL 32811 Office.:407-734-1470 Coll: 407-721-2292� Project Manager Paul..T,horri6s.:aB6-.479=96.04 Rak: 888=923-8181 E001-. aluminLiMscrOend6�§!6h(&Vdhot,;r-om Webs4(: umlnumsscrel�hdesig h'xom.cA#3*0930 vvmtwal OF flwt UJI IN fi A 1, r o .0 S7i'd Uliarnate W"nd Sp eed XI� Pd"d7Za�- C Risk Screen Insulated an Roof F] Fascia. Wall: Wall: Block F� Conventional F F ' fad- 11Uprights - ToPPlate Kick. PlatRoa►I Screen/Cage Dome R Gable. F-1 Mansard ❑ Gutter R Wall: Block 0 Conventional F-] Beams X Uprights X Purlin X :Car Port: Insulated F] Pan R Fascia F-1 Wall., Block R Conventional :E] Beams A Post X Insulated ❑ LanF� Fascia ❑ Wall: .Block ,F] Conventional ❑ Beams X Post X Existing 9 New: 4"SlabF] Pier F-1 Ribbon Foo r te X. Pavers[] Other: Note: lnthe e event that there ls�aconflictwithAhe design plans. and.pnger general, ndd design standard, the contractor Ve 4 psig shall utilize the more stringent dimensions m ersizes, prid and me b r to ordering.mater.i,aigfabric.ationandlbr construction beW6en: the Plansand the. general notes and design st andard. Engineer; Michael Thompson, P, R.F. (PE.#47609) MS CONCEALED FASTENERS OR ATTACHMENTS .. 4401 Vineland Road Suite..A6, Qrlan'lo, FL 32811 . ARE THF RESPON"190 OF THE (CA00.30)rPh 407-734-147.0/Fax,4077734!*1790 CONTRACTOR OF RECORD ALUMINUM E 6 A 2r sninurn &. Cnnsirtc-Finn E. n:gi ,ue„ng 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 2014 (51 Edition) Aluminum Design Manual 2010 ASCE 7-10 f^� J4r 4a ft Design Loads: Pursuant to FBC Chapters 16 & 20 f ti Ultimate Wind: -150 MPH (FBC Table 2002.4) (45 psf Risk Category: -See attach site specific plan sheet (FBC Table 1604.5) Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3) Additional Load requirements: Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. In addition to wind pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. Design Basis: Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor General Requirements: Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of information shown as correct and obligates himself to any expense, real or implied, arising from their use. A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor and must be submitted to the engineer for approval. The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify all existing conditions prior to the start of any work. All inconsistencies shall be, reported to the designer and/or structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall bear no responsibility or liability for the construction of premises and accuracy of the drawings. Foundation and Earthwork: Applicable only when unsuitable soils are encountered. When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer. Soil bearing capacity — 2,000 psf Minimum Provide neat excavation for footing and place concrete immediately after excavation and inspection. Pump water from footing excavation if greater than one inch. Compact all fill to 95% ASTM D698 density. 0NWLEG FASTENERS OR ATTACHMENTS Unit soil weight = 105 pcf it Internal angle of friction = 30 degrees ARE I n� RESPONSIBILITY OF THE CONTRACTOR OF RECORD 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 nALMAINUM SCREEN DESIGN ;77uminurr, u Cn sirvc;inn Engtneert.n"g Structural Aluminum: _ I 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 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. n CONCEALED FASTENERS OR ATTACHMENTS ARE TIME RESRONSIBILITY OF THE CONTRACTOR OF RECORD 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 s ism ig ')ALUMHUPA SCREEN DESIGN t: - Aluminum C-ansirect7un E:nginee;t.ng 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 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. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD �Z 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 EXTRUDED FASCIA IS ATTACHED TO 3" C CHANNEL IS ATTACHED THRU FASCIA INTO RAFTER TAILS WITH 910 2" 6" FROM 3" INSULATED ROOF WITH #10 1" 6" ENDS 24" O.C. & TO 3" INSULATED ROOF WITH (6) #10 1" PER SIDE FROM ENDS 24" O.C. zo cn S 2 HINGE EXTRUDED GUTTER IS ATTACHED 3" INSULATED ROOF WITH #10 1" 6" FROM ENDS 24" O.C. ROOF IS ATTACHED TO FRONT WALL WITH (4) 910 4" PER PANEL ?X2 POST .046 OR GREATER 3X2 FRONT WALL TOP PLATE, HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP 1X2 IS ATTACHED TO FRONT WALL WITH #10 2" 6" FROM ENDS 24" O.C. CHAIR RAIL IS ATTACHED TO UPRIGHTS WITH EITHER: BLIND SCREWED WITH (3) #10 3" OR, CAPRI CLIPPED WITH (4) #10 1" PER CLIP OR BLIND CLIPPED WITH (4) 910 1" PER CLIP UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 2" OR, CAPRI CLIPPED WITH (4) #10 1" PER CLIP & BLIND CLIPPED WITH (4) #10 1" PER CLIP " INSULATED ROOF IS ATTACHED TO ,LUMINUM STRUCTURE WITH 910 4" " FROM ENDS 24" O.C. 2X2 SIDE WALL TOP PLATE 1X2 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 2X5 SIDE WALL UPRIGHTS 2" X 2" X 1/8" ANGLE IS ATTACHED TO UPRIGHT W/ (2) 910 1" & INTO CONCRETE W/ 2-1/4" X 1/4" TAPCON 2X3 CHAIR RAIL 1X2 IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4" TAPCONS (5" X 1/4" IF THRU PAVERS) 6" FROM ENDS 24" O.C. ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VMLAND ROAD ALUMINUMSCREENDES IGN 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) SUITE A6 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. 9 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 CA93 093 0 �5 LOT 6 BLOCK 120 Fo_ 1/2" PIPE 101 DRAINAGE 8 UTILITY EASEMENT LMKLWU IV rnnn - ulv, , ,u BOOK 11 PAGES29, 29A-29D r -_ DINT LUCIE COUNTY, FLORIDA LOT 5 BLOCK 120 N 890 37, 20" E 80.00'(P8M) EXIS ING COT WELL BLOCK 120 LOT 23 BLOCK 120 9, .o a. THIS CERTIFICATION IS TO AND ONLY TO N THE FOLLOWING PARTIES:CHASE MANHATTAN MORTGAGE CORP., FIRST AMERICAN TITLE CO., M d RICHARD L. 6 CAROL A. SINOTTE ON( A EXISTING .RESIDENCE c C, I I_ gn.5l EXISTING SEPTIC FIELD PIPE 80.00'(P8M) e7 N 890 37' 20" E Ld ' IL U RIVEWAY PIPE o r. asphalt pavement 701 PUBLIC R/W-OPEN C/L SALERNO ROAD FD. LOT 4 BLOCK 120 " PIPE LOT 25 BLOCK 120 6705 SALERNO ROAD FT. PIERCE, FLROIDA DISTANCE FROM WELL TO HOUSE=50' DISTANCE FROM WELL TO SEPTIC FIELD=90' IFD. 1/2" PIPE 6 CAP COULD NOT READ # I13- z wuj �(L 0 o� 0� o 399.20' P&M) v � D. NAIL m wa DISK oo car • •- I: I� �a �'� :fit i��� .�V�Lg ; SETBACKS, LOCATym . S:&:CITY SEWER & WATER AV ILABILITIES TO BE VERIFIED BY CONTRACTOR ❑ . PLOT PLAN& iDPO SURVEYgOMARY'SURVEY ❑ - FORM BOARD SURVEY AILS -BUILT SURVEY ❑ . ELEV. ARE ASSUMED ❑ = ELEV. ARE N.G.V.D.. IM DATA LEGEND: D = DEED C = CA ".. [) X = EXISTING GRADE PRO. = PRORATION DISTANCE M = MEASURED DISTANCE P = PLAT DISTANCE P.C.P. = PERMANENT CONTROL POINT P.R.M. = PERMANENT REFERENCE MONUMENT ELEV. = ELEVATIONS CONC. = CONCRETE MON. = MONUMENT CA. =CENTERLINE FD. = FOUND N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM F.F. = FINISHED . LOOR RAY = RIGHT OF WAY P.C.= POINT OFCURVE R AC. = POINT OF REVERSE CURVE P.T. = POINT OF TANGENT C.M.P. = CORRUGATED METAL PIPE C = CHORD CS = CHORD BEARING s .: --n i" nnn-r FORTH:E Ic{3Wi Fes:ER Im- :-WAY-OF-RECOHf)- )WI SS1ONS NOT VALID WITHOUT THE 51113NA1 utir A14U , nC vn,vnvn� nn,.aw _ - -• OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR CONSENT OF THE SIGNING PARTY OR PARTIES.