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Home My WebLink AboutALUMINUM SCREEN DESIGN PAPERWORKY b+cv1 '�LSiFi.L�' M #""'�M r iri w. 2 Ultimate Wind Speed (mph): l C� Exposed Category: C Risk Category: 1 Ej Screen Room ❑Sun Room P ill In: Insulated ❑Pan Roof ❑ Gutter ❑Fascia ❑Block Wall ❑Conventional Wall ❑4' Wall 'Uprights X Top Plate X Chair Rail X Kick Plate U ri hts X Top Plate X Chair Rail X P g SCANNED BY Pool Screen/Cage : St. Lucie County ❑ Dome ❑Gable ❑Mansard/Hip ❑Shed/Slope ❑ Gutter _❑Fascia ❑Block Wall ❑ Conventional Wall Beams X Uprights _X_ Purlin X_Chair Rail _X_ Beams X Uprights _X Purlin X Chair Rail _X ❑Car Port ❑Patio Cover: Insulated ❑Pan Roof Gutter ❑Fascia ❑Block Wall Beams X Post _ X Kick Plate ❑Conventional Wall ❑e Wall Co crete: Existing ❑ New: 4"Slab ❑Pier ❑Ribbon Footer X Pavers ❑6" Thickened Edge 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. Engineer: Michael Thompson, MSc, P.E. (PE#47509) 4401 Vineland Road Suite A6, Orlando, FL 32811 (CA#30930)-Ph 407-734-14701Fax407-734-1790 Design Standards - 1 J The following are general design standards. More stringent design standards may be noted on the plans. General Requirements: " Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of i nation shown as correct and obligates himself to any expense, real or implied, arising from their use. A change to the s ctural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor and must be su mitted to the engineer for approval. The general contractor and each subcontractor shall 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. DeAs n Code: lorida u g Code 2017 The Aluminum Association, latest edition ASCE 7-10 Galvanized Bolts: All bolts shall be galvanized be ASTM A572, grade 50 threaded round stock with a minimum yield stress of 50,000 psi. Design Loads: Ultimate Wind: 160 mph at 3 second gust (30 psf minimum) Pursuant to Chapter 1609 LL (—Table 1607; WL- Section 1609) Risk Category I (Table 1604.5) Exposure Category: "C" (FBC 1609.4.3 & ASCE 7-10, Section 26.7.2) Deck Live Load: 60 psf Dead Load: 10 psf Roof Live Load: 20 psf Components and cladding, design wind pressures + 50psf/-50psf Timber: Design in accordance with the National Design specification for wood construction, with loading in accordance with the Florida Building Code. All graded structural lumber shall be pressure treated and meet the following minimum requirements: Minimum bending stress =1250 psi (No. 1 Dense So. Pine) Young Modulus = 1600 ksi Maximum of 15% moisture content Contractor may use Southern Yellow Pine No. 2 or U.O.N. Lumber sizes shown are nominal sizes. Lumber shall be furnished in finished sizes meeting the requirement of the American Softwood Lumber Standard. Structural Aluminum: Conform to latest edition of Aluminum Association of Florida standard practice for aluminum design. All aluminum shall be 6061-T6 (E= 10,000 ksi; Fy = 35 ksi) Concrete Conform to ACI 318, latest edition and ACI 301 Compressive Ultimate Strength (Minimum at 28 days) shall be 3,000 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. Min footing cover 3" Smooth dowels & ties shall be ASTM Al85 Structural Steel: Conform to latest edition of AISC "Specification for structural steel building" and AISC "Code of standard practice for steel buildings and bridges". All structural steel shall be ASTM A36, (E= 29,000 ksi; Fy = 36 ksi) Splicing prohibited without prior approval as to location and type. Burning of holes in steel members is prohibited. Any member with bursted holes must be replaced. Welding: Conformed to "code for welding in building construction" by the American Welding Society, latest edition. Steel Weld IAW AWS Dl.l (latest edition) —E70XX electrodes Aluminum Weld JAW AWS D1.2 (lasts edition) -Filler Alloy 5356 or equal. Connection welds to be sized for forces and reactions indicated. All steel welds shall be E70XX low hydrogen, 250 degrees min. Welds shall be full penetration welds at all points of contact. The contractor shall provide protection to wood and wood based products against decay. Framing members less than 8 inches and sheathing/sliding 6" above grade shall comply with FBC R317. y Bedroom Egress Window - w 20.70' w = + 37.00' Proposed Existing Shed Carport 14.00' 59.00' . 20.70' 37.00' --- . Proposed Existing Shed Carport Existing Concrete Slab 8.00' I 8.001 ld-Hol 0 onaaona == 1 14.00' Site Address: 3210 Scarlet Tanager Ct Port St Lucie, Florida Contractor: South Florida Aluminum Products 4807 So. US Hwy-1 Fort Pierce, Florida 34982 RECENED APR ® 8 7019 Permitting Department St. Lucie County OE60EVO1609LV *3'd'uosdwoU laegoryrl �aaul6u3 'sluawannhai a2s1agwaw lua6ulgs alDw ayl anlgn lsnw ioloeilum agl'salou lelau96 agl pug sueld agl uo UMoga sansMgwaw ul lo!WDO elo Juana eyl ul SCANNED BY St. Lucie County 1°b3- MOM REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY SOCC zn3m 0 - � NJ y I a 3210 Scarlet Tanager Ct. Port St. Lucie, FL 34952 ALUMINUM SCREEN DESIGN T ALUMINUMSCREENDESIGN.COM ALUNIINUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 efdFn�iyn LARMI[TPLWOMJ ETIFAN W Q'A�IN9PN awsHrocmmsrrnrein I.4Dvw[wvata WLLLMNTuuuTA2mu mraa¢n } 4➢IR4S:�O llu4B[IYR}LLEortQfLL'LFAC[V[[f }[F'yYV1tN 1}LLKQs4fTfW i[RVLBGMTH1FD fF4>4l\lTACRRE[ ShIDICA16N} m-.mrv�nmon°r° DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION)' FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF I(0MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0. AND EXPOSURE C, RISK CATEGORY 1. 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 MICHAEL THOVIPSON 4401 VINELAND ROAD SUITE A6 ORLANDO, FL 32811: P.E. # 47509 I ALUMINUM SCREEN DESIGN PANNELS ARE ATTACHED TO TOP PLA O WITH 4 #10 4" PER PANEL 6" FROM ENDS 24" O.C. DOUBLE 2X4 HEADER NAILED O TOGETHER WITH 16P NAILS 6" FROM EDGE 12" O.C. 2X4 16" O.C. ATTACHED TOP & O BOTTOM WITH 2 16P NAILS & SIMPSON H25 STRAPS P.T. 2X4 IS ATTACHED TO CONCRETE OD WITH 3/8" X 4-1/2" WEDGE BOLTS 48" O.C. 7/16" OSB & VAPOR BARRIER O ATTACHED WITH 1 OD NAILS 4" OUT FIELD & 6" IN FIELD SIDING IS ATTACHED WITH O SIDING NAILS EVERY12" ALUIVIINUMSCREENDESIGN.COM ALU HN-UMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 Sm 2L 2-2IFDiADERS ING DOORFRAM #8 ORBIGG ORTAPCON 6' FROM EN 1CK STUDS 3/8'X4' WE O ANCHORS• Sm 2L 2-2- X 6- ENT. HEADERS I- E SUCURED WD11 ER 3• WOOD SCREWS SI/4'X3- DS 24. O.C. FR DGE OM SING WINDOW FR all ORBIGGE ORTAPCON'. 6- FROM ENT kCK STUDS 3M-X4- WEC ANCHOR 8^F CONCRETE PNDS 48. O.0 DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-175 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUMNENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 160 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 124.8 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. 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 4ME SUCURED WITH R3' WOODSCREWS 1/4' X 3- )S 24.O.C. GE ROM ORLANDO, FL 32811 PR # 47509 CA#30930, EXTRUDE FASCIA IS ATTACHED TO ALUMINUM SCREEN D ES I G N Y INSULATED ROOF WITH #10 1' 6" FROM ENDS 24" O.C. EXTRUDED GUTTER IS ATTACHED 3" INSULATED ROOF WITH #10 1" 6" FROM ENDS 24" O.C. ROOF IS ATTACHED TO FRONT WALL WITH (4) #10 4" PER PANEL ALUMINUMSCREENDESIGN.COM ALUMINUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 3" C CHANNEL IS ATTACHED TO WOOD STRUCTURE WITH #10 2" INTO STUDS 6" FROM ENDS 24" O.C. & TO 3" INSULATED ROOF WITH (6) #10 1" PER SIDE IhI.�I11I:rI�� : • •73f.: � : .I • • STRUCTURE WITH #10 4" WOOD STRUCTURE DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 160 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 124.8 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. 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 MICHAEL TIRO SON 4401 VINELAND ROAID SUITE A6 ORLANDO, PL' 32811 P.E.' # 47509 CA#3093 ALUMINUM SCREEN DESIGN SIMPSON H3 -@ EACH END OF CRIPPLE STUDS SIMPSON STUDS TO TOP PC ® ' BLOCKING AT imim- M iml SHEATHING SPLIC I I ., TOENAIL EACH END xjVHEADER ! II H I IiIi Ilii lla I! DE OF OPENING JACK STUD EACH SIDE OF OPENING CORNER MD I CI II :;' # F SINGLE 2X PT- (SEE e * R Pa SIMPSON SP4 STUDS 7-0 130TTOM , L TE ALUNNUMSCREENDESIGN.COM ALUNHNUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 SIMPSON SP4 STUDS TO BOTTOM PLATE � DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-175 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 160 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 124.8 MPH UP TO A 15F F ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. 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 m MICHAEL 4401 VINE] SUITE A6 ORLANDO; FL 32811 P.E. # 47509 CA#30930,