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Home My WebLink AboutPROJECT INFORMATIONSCANNED BY St. Lucie County ME7� 1 'Plan T�pes: Screen RoomE]Sun Room nF!ll In Pool Screen/Cage (Non -Removable Screen -Designed lowithstand actual Wind Speed) Car Port 7 Patio Cover F-10ther: '�Prqject Address: 4500 W MI DWAY RD 'City: FT PIERCE *Contractor NaMe,_EDEN SCREEN *Address: 1997 SE ESTERBROOK ST *city- PORT ST LUCIE KMIM1101 'Zip Code: 34983 *Phone/Fax: 772-216-6171 *Email; EDEN68(,5A0L.G0M +Cho o-se 0-ne: W1 Mail 11PickUp DE-Fille 0FedEX1UpS*3 # of Copies 0singlePDF U Each Page Separate -(For FedEx option go to wwNN�,-,Iuminurnsaee-rdesip,,n.com and provide FedEx/U.PS account #) p 66i� E]Check F%/1 Credit Card* ay Card option go to WWW.a]Lllllintimsereendesipp.com to pay by. credit card) Engineering prepared by: n�, .. . .. IFOF( Engineer. Michael Thompson, MSc, P.E. (P.E_ # 47509). 01)f 4401 Vineland Road- Suite A6 Orlanft FL K811 Ofrtce:407-734-1470 Cell: 407-721-2292 G r Project Manager Paul Thomae 386-479-9504 Fax 88&923-8181 If (;0 Email., alt,*mjnumscreeridesicinf&yahoo-corr. ST . 130GO Website: www-aluminumsereendosign.comCA#3�0930 FILE COPY Ultima'te Wind S eed (moh): 'so P- ii�ii�ed Category. C Risk, Ite ry: go F] �§creen Room guil,-RbOffi: [-�Flll F-� Insulated Ran Roof F] Gutter 017ascla EjBlock Wall E]Conventional Wall Ele Wall Uprights —X . Top Plate x Chair Rail —X— Uprights —X— Top Plate _____X_-ChaIr Rail —X Kick Plate 0 Dome OGable W Mansard/Hip E:]Shed/Slope F16utter- E]Fascia [:]Block Wall n Conventional Wall, Bearnsj, X 10 Uprights NO X Purlin2x3 X Chair Rail NO X— Bearnsi�::X:V Uprights —X— Purlin —X—Chair Rail —x �L )y y Kick Plate P,dtil-q Cover C'ati'�P-6ft� F] Insulated FjPan Roof DGutter F]Fascia nBlockWall nConventional Wall 04th Wall Beams—x—post . X— Existing E] New: 4"Slab nPier E]Ribboln Footer F] Pavers F16" Thickened Edge Other:HALF MANSARD TO ATTACH AT FASCIA/WALL OPPOSITE SIDE OF ROOF.BEAMS TO ATTACH TO A CARRIER BEAMIATTACHED TO 15" BY I UTALL CONCRETE POST. 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 materialls,,labribation 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, FIL 32011 (CA#30930)-Ph 407434-1470117ax 407-734-1790 ALUMINUM 5C:FtEQN DEVIGN lmm!ASDAluminuvtr-.&-Conslructio�n Engineering 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. Desien Codes: Florida Building Code 2017 (6' Edition) Aluminum Design Manual 2015 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 affach site specific plan sheet (FBC 1609.4.3) Adfitional 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 pound7load 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-mlong any I 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 representativelengineer. Soil bearing capacity — 2,000 psf Minimum Provide neat excavation for footing and place concrete immediately after excavation and inspection. OIR Pump water from footing excavation if greater than one inch. Compact all fill to 95% ASTM D698 density. r C;0%3 Un it Soil weight = 105 pcf 01)e ST. %�00f- Eritemal angle of friction = 30 degrees 15000 Coeffi 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 No miAS&k,Iv,-w'-'inum-& Cansiru�ti= Engi neerIng Stmeturall Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum design. All aluminum shall be 6005-T5 CE-- 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 beprotected 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 "r 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 na more than T' from the end of overlapping sheets. For bottom plate and column base, secure with 1/4" tapcons a minimum embedment of 1-1/8" and-2-V4" respectively into -concrete footer. BOIT&O 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 Bra": Chair rails, purlins and wind brace shall conform with the below maximum span lengft 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 2x2ChairRail=4'-9" 2x2Purlins=6'-6" 2 x2 Wind Brace =4'-3" 2x3(0.125)WindBrace=8'-W' 2x3ChairRail=6'-9" 2x3Purlins=6'-9" 2x3WindBrace=6'-9" 2x4WindBrace=8'-O" Concrete Conform to ACI 318, latest edition and ACI 301 Compressive Ultimate Strength (Minimum at 29 days) shall be 3000 psi Exposed charnfer 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 ASIM 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 22 - I 3.0 sra-4--i MHFILIFOI SCREEN D'7�S!C_14 NO* A 5 MA'iULM6�inum & ConstTuctlan Engineering Hole Alignment: Poor matching holes must -be rejected. Contractor shall prevent holes from Arifling and distort the metal. All chips and foreign matter between contacting surfaces shall be removed before assembly. M5 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 colimin 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 ft' with bottom each end of cables seem to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 1/2" x V4" tapeons or equal. Beams & Uvrights: In the event of w-conflict with the values -in this table and the site specific plan, the contractor must utilize -the more stringent7dimensions and/or member sizes between the site specific plan and the below applicable span limitations Drior to orderiniz materials. fabrication and/or construction. 150 MPH PRIMARY ROOF MEMBER-S-POOL CAGE ENCLOSURES 5JZ_E Roof5pan .*MaximumBeam 'Spacing =-G-O" -RoofSpan *Maximum BeamSpacing= 61-813 RoofSpan *Maximum Beam Spacing = T-2" =2X 14'-3L'- 13'�V' 10'-6* 2X5 19._011 IV-011 15'-6" Q� 22'-3" 20'-0" 18'-9" 2X7 24'-0" 21'-811 21, 6" 2X8 28'-0" 26'-9" 26'-6" 2X9 30'-0" 28'-5" 28'-0" —6 X T1 33'-6" 31'-11" 31'-6" Upright -Pool Cage Endosures Upright 150 MPH SIZE Height 2X4 10�3 Tx 5 IV-3" 2X6 13�3" ZX7 14'-V 2 X 1 '�- 2X9 ls�" 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'. Purtin: 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 IW' concrete tooter 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 pso. Intermediate Girls: 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. Edp_e 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