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HomeMy WebLinkAbout105 York Town Pl - BR18-004292 - NEW SCREEN ROOMCITY OF S T®aCT j8 2Q'8 PERMIT APPLICATI®N 1 I BUILDING DIVISION e 1 g oApplicationNo: o t7 Documented Construction Value: $ Job Address: 05 X- / %6V L S-y f /o/,/ l SZ7T/ Historic District: Yes No Parcel ID: _ % ` ?0 4MD 'c/ Z-t"2 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: NEW S C fZ C E•6/ R 06.E ? / X / Z f /y.l /V G LaJ S cc/osv z X16 r // © v Pc-ypiPc Plan Review Contact Person: L vi S 6r,,o' c % A Title: Phone: ZO7) S 5 5 9 Fax: Email: (pulcicr _ b @ poi Mail L°' e"'e Property Owner Information Name T V AN %y0 f- C le1 Phone: Street: l 6'S Y©'-AC Toce/'01 PL City, State Zip: .Sat n Foy y L 3 Z- 77/ O% 773 0706 Resident of property?: Contractor Information Name / L ff!9 Phone: Street: l L 0 7 C Ayr 'L,cj''- City, State Zip: Ott & A o'o fG 32C Z5 Fax: State License No.: CS /Z 6 ©Z 7/ Architect/Engineer Information Name: /` C 14 /l 6-7G TlfO/1-1 P So.t/ Phone: Street: V ( 6 / % I lV E Gf; ,(l P A60 ,D , 7196 Fax: City, St, Zip: 0 f fo h /d zt: L 7 2 f'/7 E-mail: _ Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signatt ebfQ, r/Agent Date U VI n yAo rA (ef er/Agent's NameZ K/Z0 Si - eUp LIA Date FV '• Notary Public - State of Florida Commission # GG 172774 My Comm. Expires Jar. 7. 2C22 Bonded Narr.a Nc;an, Assr nown to Me or Produced ID Type of ID Isv zf-, Signature of Contractor/Agent Date qDr\ Ilel pe Print ntractor/Agent's Name Sig ure,p ,q ary- a e ate i Notary Public - State o Florida Commission # GG 172774JFMyComm. Expires Jar 7. 2022 Bcndec :hra F N cna Nc a^! Assn Co Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads MR-1 APPROVALS: ZONING: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: 5r- 11 4' lb Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County FL Inst #2018120306 Book:9234 Page:1451-, (1 PAGES) RCD: 10/18/2018 11:53:10 AM REC FEE $10.00 Name: N /i L f (' f} RcO1 m,, % ,d,,v Lois (O G- 2G/G tAddress: 4 64 -7'D of-rp- / t F I I, n n FL 3zr07 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: Parcel ID Number: 33 _ l / — 30 ` aw 0149 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROP RTY: (Le I description of the operty and street add as if available) LpT I'L MAYFTi!_ MLT7 11'6pcdr PT 29 e,oU 31 7033 GENERAL DESCRIPTION OF IMPROVEMENT: iVew SGO EEN 200 G i l( S-( oe t--ESN 66-&61 &7 UGe 4r OWNER INFORMATION: Name: 0 v A.Ll MD 4 ,P G Address: l OS Fee Simple Title Holder (fother than owner) Name: L CONTRACTOR: Name: (19/-1,9 (fO 4l rA vG T% Old Address: 4l Z 7' corTP d Sr E4 0fa t O f-6 32e-07 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: in addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a dtHerent date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury,) declare that 1 have read the foregoing and that thefacts stated In it are true to the best of y knowleg& and belief. x J VaV1 a V'/lC rrt les is Signature Ownees Printed Name Florida Sta ' 13.13(1)(g): ' The owner must signthe notice of commencementand no oneelse maybe pemdtted to sign in his or her stead' State of Ale l /u UCounty of67! a " ilt; Tti G JOB PY Theforegoinginstrumentwasacknowledgedbeforemethisdayofby . 7 v,7A %%O /-,r/- . Who Is personally known to me;E- Name of person making statement OR who has produced Identification type of identification produced- x"°,, LUISAGARCIA Notary Public- Stale of Florida Commission' GG 172774 CER I Nly Comm. Expires Jan 7, 2022 Notary Signature CGER BondeC: hm ghNa9Ma No3NAssn, r,1r1 COP'( GRANT MAlOY .. I rlIs: CIRCUIT COURT \L. rp UY, FtORml% Q n * VrDEPU_, CP( y, REQUffRE D INSPECTION' Bp# 15c - 4:;Lq a. O Footer / Sefhack Remwall ! Found-atimi / Form Board.*Survey Slab• /• Mono Slab• Pre our Lintel / Tie- Beam / Fill / Down Cell 1 Sheathing L Walls Sheathing' Raof Roof Dry I'n Frame Insulation Rough In IFirewallScrew Pattern Drywall / Sheetrock Lath Ins : ection Final Solar I Final Roof .j Final Stucco• / ,Siding Insulation Final Final Utility; Building - Final Door Final Win dQVr c90C) Final Screen. Room Final, Pool ScreenEnclosure. Mobile Home Building- Final Pre. -Demo Final Demo I i Final' Single Family Residence Final. Building Other i Address: 1 u I J[ nn max Ins e'cd n IDesclu0flon® Electric Underground Footer [Slab Sfeel Bond Electrzc Rough T.U. G. Pre -Power Final Electric Final A Mn Kt. 4. TM,F,• Max. yl.• .' V:. aY CNt.."' rw ,., y, lY,R h ts.:: .. D C 4i=i'.Y:PLi. "'J" :e?• is 'F 11110i•.'—•?'w' i. . ' M • • r a.7 Inspe6flon ]Des - Apti®n Plumbing Underground Plumbing Sewer I Plumbing Tubr Set I Plumbing Final i 4IGL: y'. litU Jtj• gil'ILLIL.ILI DunMax ICim§ ec4uon Descruun4u®n Mechancal Rough Mechanical. Final oM11 min I c Max rMs ec¢a®n. ADe§c u 4n®n Gas Underground Gas Rough I Gas• Final R ED' O ED, Ame 2014 I PPM iL'-W40LC COLOOY, FLORWA Parcel Information Property Record Card Parcel: 33-19-30-508-0000-0120 Property Address: 105 YORKTOWN PL SANFORD, FL 32771-3682 Parcel 33-19-30-508-0000-0120 Owner(s) MORALES, JUAN Property Address 105 YORKTOWN PL SANFORD, FL 32771-3682 Mailing 105 YORKTOWN PL SANFORD, FL 32771 Subdivision Name MAYFAIR MEADOWS Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2018) 107. 49 03 _7; o LO2sN r 112, C' LID Legal Description LOT 12 MAYFAIR MEADOWS PB 29 PGS 31 TO 33 Taxes Value Summary 2018 Working I 1207Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 99,058 93,513 Depreciated EXFT Value 600 600 Land Value (Market) 28,000 25,000 Land Value Ag mJust/Market Value *` 127,658 119,113 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 16,732 P&G Adj ._.. 0 0 Assessed Value 127,658 102,381 Tax Amount without SOH: $2,059.00 2017 Tax Bill Amount $2,059.00 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice Help rl...an PlIl1T IAI/'[ I WIC Alnn A.i \/nt.....rh A -------- 4- Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 127,658 50,000 77,658 Schools 127,658 25,000 102,658 City Sanford 127,658 50,000 77,658 J SJWM(Saint Johns Water Management) 127,658 50,000 77,658 County Bonds 127,658 50,000 77,658 I i Sales Description Date V Book Page Amount Qualified WARRANTY DEED 8/1/2004 05662 1819 114,000 Yes WARRANTY DEED 9/1/1991 02336 0165 68,100 Yes WARRANTY DEED 12/1/1988 02028 2012 66,400 Yes WARRANTY DEED 9/1/1986 01775 0045 62,800 Yes Land Vac/Imp Improved Improved Improved Improved Method Frontage Depth Units Units Price Land Value LOT 0.00 0.00 1 $28,000.00 I 28,000 RBuildingInformation CONSTNUCTION8'DEVELOPERS, LLC` Certified Building Contractor CBC 1260271 Certified Roofing Contractor CCC 1331183 Phone:(321)297-6079 WWW.ALPHACONSTRUCTIONFL. COM Juan Morales 105 York Town Pl Sandford, FL, 32771 407-729-6874 DATE„ 10/17/18_ INVOICE # L 1010 CUSTOMERID 105 DUE DATE 11/16/18 MMOWUM L1G.Ywl PJ p Type of structure: Screen enclosure, screen room. 24,500.00 Roof: Insulated 3", Fan Beam Qty 2. Kick plate: 16" Concrete: Footer 8"x8" 6"xl2" 110 LF, 2" Deco drain LF. Pavers: Thick pavers 932 Sq. Style: Gable, Studio Screen: 18x14 Doors: Single door 2 units Gutter: Supper gutter T' Job Site: 105 York Town Pl Sandford FL 32771 1. First payment of 50% to start project. ($12250) 2. Final payment of 50% after final inspection is pass. ($12250) Please include the invoice number on your check Subtotal 24,500.00 Taxable Tax rate Tax due Other I---- TOTAL _$ 24, 500.00 Make aU checks payable to ALPHA Construction and Developers, LLC If you have any questions about this invoice, please contact Felipe Lopez, 321.297.6079,Felipe@alphaconstructionfl.com ALPHA Construction and Developers, LLC Thank You For Your Business! C- - Kc "tc 4' f , t 6, /-' // f/ RECORD COPY Mg- r.• i, no A '_'i. rn i n _.. ''T? u. t Plan T Screen Room Sun Roam QFi[1 In Pool Screen Ca ' (Non -Removable Screen -- Designed to withstand actual Wind Speed) Car Port [Patio Cover REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER ATE IS7*Pr!ectAddress: dard DNon Standard Revision Commercial 0 75.00_Rush Fee l -5 IvC' Contractor Nam- r 1419'c% frrc v Address: el,'- SANFORD BUILDING DIVISION City:, j G 1 4 A PERMIT ISSUED SHALL BE CONSTRUED TO BE A J LICENSE TO PROCEED WITH THE WORK AND NOT AS Zip Code:AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT Phone/Fax: T` THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, ER1a11 G t CONSTRUCTION OR VIOLATIONS OF THIS CODE Choese Olrte: Mail ,Pick Up €-Fite Fed ExIUPS*7 # of Copies QSingle PDF Each Page Separate For FedEx option go to w.aluin numsc reendesic,n.coni and provide FedExtUPS account #) PaymentMCheck F]Credit Card* For Credit Card option. go to wwwI:alumffiurnscreendesi il:cotn to pay by credit card) Engineering prepared by: 5 tI 8- 92 oiLniNc SAN;=ORD Engineer: Michael Thompson, MSc, F.E. (R.E. # 47509) FA 4401. Vineland Road- Suite A6 Orlando' FL 32811 Office:407-734-1470 Cell: 407-721-2292 Project Manager Paul Thomas 386479-9504 Fax: 868-923-8181 Email. aluminumsereendesion(dyahoo,com Website: wwW.aluminumscreendesign.com CA#30930 Ultllrnate.Wind Speed.(mph}: Exposed Category:, C Rink Category: Kick Plate Pool=ScreeniCge Dome E]Gable ansard/Hip Shed/Slope Cutter PqFascia Block Wall Conventional Wall Beams 2 X .5 Uprights X, Purlin X - Chair RailX 2_ Beams X Uprights X Purlin —)(—Chair Rail X Kick Plate Insulated Pan Roof Fascia OBfock Wall ]Conventional Wall 4' WattGutter Beams X Post X Concrete: f Existing New: 4"Slab Pier E]R bbon Footer %r, f X Pavers 6" Thickened Edge Other: r 01 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 407-734-1470/Fax 407-734-1790 mmAS DA: 3 : M `7 n -n-u r" General Notes & Desi2n Standards Non -Removable Pool Screen) The following are general design standards. More stringent design standards may be noted on the plans. In the event f' 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 2017 (6`h Edition) Aluminum Design Manual 2015 ASCE 7-10 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -130 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 oftwo 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 offriction = 30 degrees Coef£ 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 PAWMINUMNF'INASD;;_nnLim SCREEN MG-_ 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 ofoverlapping sheets. For bottom plate and column base, secure with '/4" tapcons a minimum embedment of 1 1/8" and 2 '/4" respectively into concrete footer. 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 =130 MPH 2 x 2 Chair Rail = 6'-0" 2 x 2 Purlins = 6'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 9'-0" 2 x 3 Chair Rail = 8'-0" 2 x 3 Purlins = 8'-0" 2 x 3 Wind Brace = 8'-0" 2 x 4 Wind Brace = 9'-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'/4" ReinforcinZ 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. 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 1001 'EA 5 Dk : u m i n u rn ra i. r u c on F.ng3 , e ny Hole Alignment: Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All ships and foreign matter between contacting surfaces shall be removed before assembly. 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 column 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 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. 130 MPH PRIMARY ROOF MEMBERS -POOL CAGE ENCLOSURES SIZE Roof Span Maximum Beam Spacing = 6'-0" Roof Span Maximum Beam Spacing = 6'-8" Roof Span Maximum Beam Spacing = 7'-2" 2 X 4 17'-9" 16'-9" 15'-6" 2 X 5 23'-3" 22'-0" 19'4" 2 X 6 26'-0" 25'-0" 22'-9" 2 X 7 28'-0" 27'-0" 26'-6" 2 X 8 34'-0" 33'-0" 32'-6" 2 X 9 36'-0" 35'-0" 34'-6" 2 X 10 40'-0" 39'-0" 38'-6" Upright -Pool Cage Enclosures Upright 130 MPH SIZE Height 2 X 4 11'-6" 2 X 5 13'-6" 2 X 6 15'-0" 2 X 7 16'-9" 2 X 8 17'-9" 2 X 9 18'-9" 2 X 10 22'-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 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 V-6" concrete footer with 345 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 (35 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 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. 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 EM39 EM51AS DA L U M I N U M S1C 17 E E N ED 4"! ninur & _.^ra,r>_s'iI. ^ r, F n g e _. rig General Notes & Desi2n 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 2017 (61 Edition) Aluminum Design Manual 2015 ASCE 7-10 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -130 MPH (FBC Table 2002.4) (35 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 premisesand 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 UME 8 S y.+a. R tlw I P m._. k nmwty'z„"„Wo. '4i mr ta ws76 ems"<. 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. For bottom plate and column base, secure with ''/<" tapcons a minimum embedment of 1 1/8" and 2 'A" respectively into concrete footer. 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 =130 MPH 2 x 2 Chair Rail = 6'-0" 2 x 2 Purlins = 6'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 9'-0" 2 x 3 Chair Rail = 8'-0" 2 x 3 Purlins = 8'-0" 2 x 3 Wind Brace = 8'-0" 2 x 4 Wind Brace = 9'-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'/<" 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. 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 77773 R mn, j EASD-m. rzrrHoleAlignment: 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. Beams & Uprights: 1rl 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. 130 MPH PRIMARY BEAMS & COLUMNS -SCREEN & PATIO ROOM ENCLOSURES ROOF PANELS Beam -Size Max Beam Span & Max Column Spacing Column -Size Max Column -Height Pan Roof Span Insulated Roof Span 2 X 3 614" 2 X 3 8'-0" 3" Spans 13'- 6" 3" Spans 15'-0" 6" Spans 20'-0" 2 X 4 8'-6" 2 X 4 8'-0" 2 x 5 10'-0"1 2 x 5 9'-0" 2 X 6 12'-0" 1 2 X 6 10'-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 P-0" along the side, 3'-0" along the front and 1/2" along the front interface between the super gutter and the attached pool cage knee riser wall. Maximum deflection shall be limited to L/80. Edge Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer. Vinyl, tempered glass, and acrylic panels: Vinyl, tempered glass, and acrylic panels shall be removable. Removable panels shall be identified as removable by a decal. The identification decal shall essentially state "Removable panel SHALL be removed when wind speeds exceed 75 mph (34 m/s)." visible when the panel is installed. 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 12' LEFT WALL In the event of a conflict in member sizes shown ontheplansandthegeneralnotes, the contractor mustutilizethemorestringentmembersizerequirements. Engineer: Michael Thompson, P.E. 47509/CA30930 EXISTING HOUSE w U Zw z L.aL.s U c 2x3 2.3 2x3 2x3 10' 10' s L 47' FRONT "WALL LL 0 0 Z ww Of U W 2x3 2x3 V 16' RIGHT WALL a n CV c 3Co0 LL Y E y O z } O o C, c a U) ONmU) 0 M N d Q c7 CV N N 0 Z J U 2 J L p- w O v a Q > Q U W _ Z U O — v2t4002 w a OC' n amofAgEuLL inrn Ew d Z mzRo m w E EcE`— L)a Sheet I iP FASCIA IS ATTACHEDALUMINUMSCREENDESIGN3'XINSULATED ROOF WITH # 0 11' 6T0 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) 910 4" PER PANEL 2X2 POST .046 OR GREATER 2 HINGE 2X3 FRONT WALL TOP PLATI SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH 910 1" 6" FROM ENDS 24" O 2X4 FRONT WALL KICK PLATE IS ATTACHED TO STRUCTURE WITH 910 1" 6" FROM ENDS 18" O.C. ALUMINUMSCREENDESIGN.COM ALUMINUM S CREENDE S IGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 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. 3" INSULATED ROOF ATTACHED TO GUTTER W/ (4) #10 4" PER PANEL CHAIR RAIL IS ATTACHED TO UPRIGHTS WITH EITHER: BLIND SCREWED WITH (3) 910 3" OR, CAPRI CLIPPED WITH (4) #10 1" PER CLIP OR BLIND CLIPPED WITH (4) #10 1" PER CLIP UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 2" OR, CAPRI CLIPPED WITH (4) 910 1" PER CLIP & BLIND CLIPPED WITH (4) # 10 1 " PER CLIP DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH INSULATED ROOF IS ATTACHED TO LLUMINUM STRUCTURE WITH #10 4" FROM ENDS 24" O.C. 2X3 SIDE WALL TOP PLATE 1X2 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 2X4 SIDE WALL UPRIGHTS 2" X 2" X 1/8" ANGLE IS ATTACHED TO UPRIGHT W/ (2) #10 1" & INTO CONCRETE W/ 2-1/4" X 1/4" TAPCON 2X2 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. 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 130 MPH FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 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 TH 4401 VINELAND ROAD SUITE A6 OR 0, FL, 32811 P.E. # 47509 CA#3093 ALUMINUM SCREEN DESIGN FRONT WALL, BACK WALL & SIDE WALLS TOP 2X2 PURLINS WILL BE BLIND SCREWED PLATES ATTACH TO ROOF MEMBERS WITH # 10 1" 2X3 WIND BRACE IS BLIND SCREWED THROUGH ROOF BEAM INTO EMBOSS 6" FROM ENDS 24" O.C. TO ALUMINUM STRUCTURE WITH WITH (3) # 10 3" 1 (3) # 10 2", OR TOE NAILED W/ (3) # 10 2" BEAM WITH i w Urn o¢. N 2X5 X UPRIGHT QW O off. x N W N KNEE BRACE ON A 45 DEGREE SCREWED INTO H CHANNEL WIT146;i101"CMQONFAfHQIDF ITNT()T14PRFAM2WT(1 2 X 2 KNEE BRACE FOR 15'-0" MAX BEAM SPAN 2 X 3 KNEE BRACE FOR 30'-0" MAX BEAM SPAN 2 X 4 KNEE BRACE FOR 40'-0" MAX BEAM SPAN 2X2 CHAIR RAILS & GIRTS ARE ATTACHED WITH INTERNAL CLIPS WITH (4) #10 1", CAPRI CLIPPED WITH (8) #10 1", ORBLIND SCREWED WITH (3) #10 2" 2X4 OR GREATER BEAMS UP TO 15' ARE STITCHED TOGETHER WITH # 10 1" 6" FROM ENDS 24" O.C. 1X2 BOTTOM PLATE 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. 2 X 2 X 1/8" ANGLE SCREWED INTO EACH SIDE OF BEAM WITH (2) 10 1" & INTO CONCRETE WITH (1) 2-1/4" X 1/4" TAPCON AL UMINUM SCREENDE SIGN. C OM ALUIVIINUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 2X2 POST .046 OR GREATER 2 HINGE 2X2 IS ATTACHED TO BLOCK STRUCTURE WITH 4" X 1/4" TAPCONS 10 4" IF TO WOOD STRUCTURE) 6" FROM ENDS 24" O.C. 2X2 ANGLE IS ATTACHED TO BEAM WITH (2) #10 1" & INTO BLOCK WITH 2-1/4" X 1/4" TAPCON 10 2" IF TO WOOD STRUCTURE) HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C. DESIGN STATEMENT M I C HAE L TH?OMPS0N METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VI1`1ELAND ROADALLTAPCONSSHALLPROVIDEMINIMUMOF11/8" CONCRETE EMBEDMENT DEPTH SUITE A6 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 130 MPH O A , FL 32811 FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. P.E. 9 47509CONTRACTORSHALLFIELDVERIFYALLPLANSDIMENSIONSPRIORTOMATERIALPURCHASE, FABRICATION AND CONSTRUCTION _ CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA93 093 Q ALUMINUM SCREEN DESIGN SIDE WALL DETAIL 1X2 1X2 TOP PLATE IS ATTACHED TO 1X2 TOP PLATE IS ATTACHED TO 2X2 UPRIGHTS WITH CAPRI CLIP WITH (4) WALL BEAM WITH # 10 2" 6" FROM 10 1" OR BLIND SCREWED WITH (2) ENDS 24" O.C. 10 2" PER SIDE z C4Uw0 m2X4UPRIGHT X > Qw H W a 2Fti O0C7 N w,Oox 3 o [11 y 3 2X2 1X2 BOTTOM PLATE IS ATTACHED 1X2 BOTTOM PLATE IS ATTACHED TOTOCONCRETEWITH2-1/4" X 1/4" UPRIGHTS WITH CAPRI CLIP WITH (4) 5" X 1/4" IF THRU PAVERS TO FOOTER) 10 1" OR BLIND SCREWED WITH (2) TAPCONS 6" FROM ENDS 24" O.C. 10 2" PER SIDE ALUMINUMSCREENDESIGN.COM AL UMINUM SC RE END E S I GN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 CABLE DETAIL 000 0 0 0 O 1/8" THICK ANGLE BRACKET ATTACHED TO UPRITE AND GIRT WITH (6) 410 1" EYE BOLT WELDED CLOSED WITH DOUBLE NUTS COMPRESSION SLEEVE IDE VIEW OMPRESSION SLEEVE A.S.T.M. A-36 STEEL CLIP VITH (2) 2-1/4"Xl/4 TAPCONS ANCHORED INTO CONCRETE 3/4" FROM TOP AND BOTTOM CONCRETE WITH (2) 2-1/4" % 1/4" TAPCONS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE HOMEOWNER THAT THE CABLES AND CABLE ATTACHMENT MUSTBE INSPECTED BY THE HOMEOWNER AT LEAST TWICE A YEAR TO ELINIINATE ANY DEFICIENCIES ASSOCIATED WITH TENSION SLACK AND/OR CORROSION AND IF NECESSARY TO MAKE CORRECTIVE REPAIRS TO MAINTAIN THE CABLE FULL TENSION NO SLACK) DESIGNED FOR STRUCTURAL LATERAL STABILITY 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 130 MPH FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 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 THO 4401 VINELAND ROAD' SUITE A6 @O, FL 32811 P.E. # 47509 CA#30930 ALUMINUM SCREEN DESIGN ALUMINUMSCREENDESIGN.COM AL UMINUM SCRE ENDE SIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 A)8" X 10" FOOTER WITH 1 #5 REBAR BLOCK WALL HAS #5 REBAR UPRIGHTS @ DRILLED & EPDXIED 6" INTO CONCRETE TIED TO #5 TOP REBAR THROUGHOUT EVERY 5' & SOLID FILLED WITH CONCRETE SECTION VIEW Ol CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING: VAPOR & TERMITE PROTECTION (IF REQUIRED) CONCRETE SHALL BE A MINIMUM OF 3000 PSI FOR COVERED STRUCTURES, CONTRACTOR SHALL SECURE COLUMN BASE DIRECTLY TO THICKENED EDGE MICHAEL THOMPSON 4401 VINELAND ROAD SUITE A6 ORL O, FL 32811 P.E. # 47509 CA#30930, l BCIS Home. ! Log In. User Registration Hot Topics S Submit Surcharge i Sta b'pr d Product Approval USER: Public Userdrsnvn•- P-oi+uctAooror@? f +Qnnu > Application Detail FL # FL15491-113 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email J Structall Building Systems, Inc 350 Burbank Rd. Oldsmar, FL 34677 k13)855-2627 info@structall•com Frank Bennardo frank@engexp.com Search Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity TI RADCO LLP dba RADCO ATwining Company Quality Assurance Contract Expiration Date 05/01/2019 Validated By Keith E. Lorinos, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) SUndard yZar ASTM E72 1998 ASTM E72 2005 ASTM E84 1991 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect t s:/;wv;_:.firtridanUii ina.crg7l r; t'-3i)p 1=tt.,SpX'!paran =v,+GEV...h izVRGZriNg+,Ct.:,%I' c2zV!, c!<d 3p€toAKv'iHcSH+ g' :3d'l3d 6f 0/17, 7:21 PM Page 1 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC.Approval Date Approved EL15491 Euiv Fguiypdf Method 1 Option D 05/01/2015 05/01/2015 05/10/2015 06/23/2015 7Y tv .., `• ri "•..A ga; a`'` es' 'r., `-,,.'`.'.,£s,,.. +: 'e .i Lz it" c' d, a h at+'Fsl tllr'....O...i:.,f(811.. r'-;,,.,;eJ3. 4.n....:........r..:....s.:a ' L.py:...',.", 15491.1 i Snap-N-Lock Panel j EPS Foam Core Composite Panel, 3 , 4" & 6" with Aluminum i i or Steel Skins fi Limits of Use Installation Instructions Approved for use in HVHZ: YesJm152.1_B i,' AY19y&s Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE-0046549 i Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Drawing No. 15-2409a for Panel Limitations & j F 4 1 R3 AE vai. df 1 Spans Created by Independent Third Party: Yes G0@ The State of Florida is an AA/EEO employer. Cogyri . 007. 013 State of F9oridL„ :: Privacy Statement :: Accessibility, Statement :: Refund Statement Under Florida law, email addressesare public records. If you do not want your a-mait address released in .response to a public -records request, do not send electronic mail to this entity. Instead; contact the office by phone or by traditional mail. If you have any questions, please contact 850,487,1395, 'Pursuant to Section 455.275(1), Florida Statutes, effectiveOctober 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Deparment with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click hers-. product Approval Accepts: 99 hit±as:l,` f.r^.titrriUabui!rji;,_ergr r;r_ac i_r,t?.a5px^ arnR x;E:',..uG.t`r?' Zriti Ln`67f2rir'Ja! ;:Kc!F3ptt :K4ViHr.. <; 13d 3d 6120117,7:21 Pr.4 Pane 2 of 2 s §4 I NARGO. c. £.. rk 11 STRUCTALL BUILDING SYSTEMS i MAXIMUM ALLOWABLEDESIGNNOTES: ? LI'' FOAMj ((''f`(y t'''jy/ PANELSjn {,; METAL SKIN PG5tTIVE AFNtt tR CRTII£ DESIGN PRESSURES DESIGN PRESSURES: E i 4 %A M CORER ROOF f i i ]i +' / 1 7I d Lii CALCV A` EO FOR USE WITH T411S SYSTEM ko 2HAVE ,BEEN CALCULATED IN ACCORUR,4."E. I W17M A.SCE7-10 ANDTHE FLORIDA GUILD' —FRG t AS NOTFO IN cLEAR CODE USING ALLOWABLE STRESS DESIGN. j0 METHODOtOGYWITH THE CRITERIA SPANTA.L L£S I B1 f(j @'•' *+. OUTLINED ri REIM9g '`Y 70P+k EOTTOt•! FACJN .... $ kENcwsFDtitnRcaa5 : (' a q`r0024FU.UPI 0 0 4" ALUM {'t7+,},7K_sN5 $a5`O ON A.SCE '7-.10, VuR=. 710 Fi?ri - 180 MPH, r 9 t"d yw-?. u' 0 0 0' ALUM/ O 030' ALUM ENCLOSED STRUCTURE COMPONENTS & OADDING. RISK.CATEGORYa11. XU 0.85; KA-1.0, KZ-TAELE {7,,,tQL W y2 s. 25g3 STEEL, 12693 STEEL 30-3-1 CCp! tj-D 18 5 M£RN ROOF HEIGHT G / ,,. afl 1 y 1< s ILL, @i pp * 36" MAX OVERHANG jj : (j1 N J ,L 3 j J . fl9AkIh1 iM A I FRONT, 25'Y OF 3CRii G E9 CAS LOADS ci ? y W+ i (SEE ' R SP LAST" FA YcL't"IIOTii T. tYIND LUAR ARE TAKEN ASTHE NAXiMtSM BETWE °7; CSGE T 10 ENCLOSED STNK'TUk rJMFONEKC.: N 4N, M1 6, CIADDINI; (AS DE5CRt8ED ADOV Ei AND THE GOVERNING :DADS AS1 LUSTP.ATED IN FVTABLE 2;,02,4EDUj,AF ALONG SIOI"S, TYP, FOR. VERTTCoV, LOAM ON SOLID ROOFS, SIPTO 1>' MEAti RO.)F HEIGHT,, VVltm 130 WPH - 130 MPH. t q tILI P OVERHANG— OPE SyRI,C;jURC t 3. CA1,MATIOHS RASEDASCr`. 7 10, RODEOVER OPEN 57R_ .L+A+. {OMPOt+ENTS@Ct,A.:i'IFii;, OBSTRUI-TED WIND FLOW, RISK CATFGGRY.3T, Kd.0.0% rVt 1.0, K-0.84, 15' MEAN RDOF HEIGHT'; U wt- 130 MPH - 780 MPH, I t ':DAD COMBINATION UTILIZED IN THi HASTE PLAN SHE T RAVE SE.`.Ni FAtV-6 FRCIN 7ttEALLOYtABLESTRESSDF..iiGN ROAD LTiMBi'+ATiONS ILLUSTRATED tt ASC1;.7 X0 ALL W1140 SPEEDS LISTED HERE ARC V+IH ViNID SPEEDS Vasq WINO SPEEDS MAY 31`: ACC lTED KSTri {fj M` WIDr i i pR rIN -HE' F'OLCONliNGCCAtVERciON: V-Y+«4axdz JdO:Y UINCACI'tA7iGtl5 CONStDEE c2PF1Mfl1tOAOSSS OrtONAt Di 6(NEb ltGC SECTION 6J7.(SCO5ING t TA Sao } , i~ i UTTER OR GENERAL NOTES V q n Q CONNECTION AT i 1 DRIP CAR i'" HOST STRUCTURE 1. THIS SPlICIFICATION HAS PEENDESIN<D AND SHALT. BE FABRICATED IN A..t-ORDAN E +YCIS{ THE 1 REQUIREMENTS OFTHEFLORIDA BUILDINGCOVE FOR ISEWITHINANDOUTSIOETIfC- HVHZ COMPOSITE ,.q N j. PER SEPARATE PANEL I j'a t11ROOFP.Sd ISSHALL COPtPLf WiDi CHAPTER 7 SECTION '720, CHAPTER 8 SECTION 503, CWS A NTERtOR 4J $ -t ENGINEERING CEPTHy J : FINISH, AND CHAP'TER?6 GCT'(OMi 2603 OF TIiEFBi..: , j7, CONTRA 70R SHALL t' VEST1vATEAHO COr1EORPi TG ettt 1C CAL BUILCt4C CRLE AM ?I R9EId!> CONNECTION AND + WHICH MAY APPLY. DESiGH CRtT6R1A BEYOND A5 57A (ED Hfy+E iv MAY AtjUtR Aa>iJ.fTtLZAAL Q" gg `+ a SITE. -SPECIFIC SEALED ENC:NEERING. tf7 1. CQbI' ! ]{n5T 5FRUCTURE , " 3. ND 3 -11.':% !PlCREASfLNALSSNfABLE5TP.ESS HAS HEEN USED III 7F{E OS .>N OF. Ti! S $YSTEPI, i fQ c v. U a PER SEPARATE i 1 4 DESIGN PRESSURES AS NOTE-0 HEREIN ARE BASED ON A MAXIMUM TESTED PRESSURE DIVIDED BY A. w X O Er1GIYdc'ER1iVG { i c I +. 2 O FACTOR OF 4FETY M O 5 THE ARCHITECTrENC7 {EER OF RECORD FOR THE. PROJECT SU'ERSTRIiCTURF. WITH WMQ1 THIS 5 Of ON I' USED SMALL B RESPONSIBLE FOR THE INTEGRITY Of ALL SUPPORTING SURFACE5TO THIS SyrF 'A O DESIGN WHICH 5BALL BE CCKh1OIPNATED BY THE PERMITTINGCONTRACTOR. i 5 SEPARATE ` ITE-SPECIFIC' SEALED ENGINEERING SHALL HE RE ZUIRED N ORDER 7O DEVIATE FROM w n. 1 LOADS, DEFLECTIONS OR SPANS COPIIAMED HEREIN. LINEAR INTERPOLATION OTT14E ASAb#ISLE SPAN w L_sUPPORTTN s STRUcT URF. PER --' ` I TABLESL5, ci] HEfiF.LY SHALL NOT BE PERMIT f£O. CONTACTTHIS ENGINEER OR ALL ERMATESPAN S SEFARAT c EPI,[MEERING 1 CAIC%JLATIO i5 AS MAY 11E REQt1tAF.O: 1 THr SYSTEM DY:TAILED 'iEREiN IS GENERIC A140 DOES N07 PROVIDEtNFJi.a ut IFS Th. A SPECIFIC o i SITE. FOR SITE CO {O TIONSD FFERCHi FROM THE CONDITIONS ETArIED ER {N,.A IT FOR CLEAR ISOMETRIC I ENGUIEEROR REGISTERED ARCH; rECT S ALL PREPARE SAT SPEC iFICIXKUME`+ S FDA US INC(Y.c7UNa`TION WITH THIS DOCUMENT 8 EPS PANELPERFORMANU CHARACTERISTICS FOR SELF iNITIONFLAMEDREADANDSMCT{<': N:T.5- y I$OM...7RLC j DENSITY HAVE BECI4 , QVALIFIEO THROUGH APPLICABLE AS „ TEST STANDAR__ SEE EVAL3•°TION REPORT FOR MORE iNFORMAIION. 9. iNF CONTRACTOR SHALL ARER.LL-Y CONSIDER PO OU POSSIBLE IMPOSING LOADS ON R, INCLUDING BUT NOTLMITEDTOANYCQiiCEHTRATED LOADS WHICH M%:Y 3USnh CREATE DESIGN CRti£RIA. THIS ADDITIONAL R70EWAD CRFTERiA. SHALL BE PROPER Y A,%AtYnD BY'A L.'Cb7iSCD EFJG(`4CTRM q i1 44 m:aiii RE'I ST REDARU{ITECT 10. .EPS CORE COMPOSITE PA ?EL SHALL 8FCCNSTRUCTEDUSINGTYPE- 105 925 ALttMMUM FACINGS Apt SEAL ALL JOINTS OR AS7M AG t CS TYPE B HOT DIP C•ALVANrZEO G90 COATED STEELPAONG5 EXPANDC0 POLYS frREN +! 10,iyTfy I H W1SN COPLL JOINTS 0.024" ALUMINUM, FOAM SFtA.. L HRO'E TYPiL L be, ITY OF 1.0 PCF. PiE FPS FO4 SHALL BE. ADHERED TOTHE AaUf4iNUM m CAULKING'-" 0.030" AL.UMTMUFl. :FACING WITH MORAD M640 SERIES ADHESIVE (BYROHM ANO HAAS C',OMA ) FABRICATION SHALL BE IN v ' ACCORDANCE WITHAPPROVED FABRICATION METHODS BY MANUFACTURER FOR ALL PANELS_ T I ! 1L8 DENSITY EPS— j OR 26GA STEEL it. THE CONTRACTORIS RESPON5 BLF TO INSULAr4 ALL MEW, ERS FROM DISSIMILAR MATERIALS TO j ^ co f-CAM SKINS PREVEC71RRULYSt 1 J { { •u g2. NTi.LENGIN ER SEAL AFFIXED HERE iVAL.L1ATES STRCX:TORA D IGN AS SHOW d O+i Y L'S.. 0 THIS SPECIFICATION BY CON TLEGAL RACTOR, Ct, a AL INDEMNIFIES & SAVES HARMU-STHISENGUICCR FOR L COST1 & DAMAGES INCLUDEN( F-I, S & APPELLATE FEES xE'`.. N}a:it716 fRO:t MATERIAL PABA3CA'70N, SYSTEM EAEC+70N, & C01iS7 L'CTiON PRACTICE BEYOND THATWHICHISCALLEDFORBY .DCA4 STATE';. FEDERAL CODES & F0.OM D NIATIONS OF THIS PLAN. y_FL I}A.O 13. EXCEP'E A$ EXPP.£SSCY PROVIDED MER£:[N, MD ADh?71O?{1LCERTIHCAT.ON:>OR AFFIWU `104S ARE 4 C>ATBR'dzu'3C%R7(u45 4: ALTFRATIONS, AUDTTSOP15, OROfst£RMARKINGS TO'tN75I?C1CUN,E°TT ARE k07 PERM?TIED AMC= Ej w. «.«~.-»•"t+,.*'a^. _..E.. 7NVAt.tDA:fE 7Si5 CER"Rr>CA7iOR. +-2409.a. cRoss sEct DN nr TABLE VALUE- DERIVATIONS LYPICAI F; tiEI INrEaoyx. --- . ?A62 Dltssass ntt;. PANEL INTERLOCKPANELPFPEPIF 7, VANtt STRUCTURAL PROPERTIES DERIVED FROM CERTIFIED TEST REPORTS N05 T^-50Efi278 506027C, DETAIL fl T 5060 O j96 AEA SO OIaB BIEFLRAPFpYTESTING, F.,.O 2351 P-1, ESPi11 3 P 2, ES0123 h f'1 L M fS:G] 35 F- JA, ESPO 23S1P-4 E5Dt, t 1S1P 5 ESPD]Z'}S P G 5s 3i 235iP GA ESPO tt15iP I E5P0] 35,? 8, ESPO]1351P 9, TSPOf 351P-4A 1/Y ELEti'eNT MATERIALSTECHNC4,OGY N;I-•S, DPT2 i.: 2. PAWL DEAD 111Ap5 HAVE BEEN FACTORED INTO CAtCU'.AT10,J5 FOA L LOAIA OR UPI,IF+ R5 Sl AS.CALCULAT70RS FOR PANEL PROPERTIES, MAXiMUM11 ALLOWABLE.CLEAR SPAN__TABLE iO6& OVER ENCLOSED STRUCTtURE: 3VIfrcJ - LJve Ld2d Spoect Epolite ayr LIOQ j k4PH) - B'°G i:J t Puiefa 00.4" o.. AkimWr% 1 Akan Skui 0 ffi4' AknI SItO a^ Pa xl rs _ _ 0 03D . 2&,ta S.eul • AWm *ticin Sk'.A EPS P_$t _.,__.. 0.024 ' -i o 030' j 2692 ANm Skln Alum Skin + f0c 5kir, i-LB EPS t LB EPS { t L8 CflS. I I 1-18EPS 14.8 EPS_ 1 8 cPS 4 LB EFS } 1•L8 1- 933' 1 f4'-0^ t 471f--- 130 $ 4+F 28 ps J-+62TPi1 120 iD'S- ti'-D" iY,t_ f0'f'S 1Y-if iT 17_3 i 72't 1a'-9" 1300 780 9'•Y_i it 9__ 74_71 13'-9' t-F12 Uat 12D 10'S 11 9 -_ 17-1^T_ tY lt't_t77 t7 3" 1r 1 ...-13.3' 1 -3' t 14'-9" i i4 t7^ L 14'-YJ _-5-_.L-- J_ J ._ 1' 2'.-' 10-to'_ 9'-91' li- 2" 11'-11" 11'-51, IY 3" 1 i.39 PS pst 120 _. 730 99" 1 ti., i._ 8'•10" ii'-1" 11_I tOS I 12_Y '. _. 11-9'; 11 17_8" 14 f 32 VtT 240 ff-ff to s'• 0'-G f 10'-8" 115 tt'_S' wig 120 105' t 'li'-Y' - 1 a• ir_i" t 10•717' I IT-11' 77-:i 171 i33• il9_ 8'-4' 11 Y_ 8 9'it its 10.8' 11 2' tt ti 1 70' tt-6" f73' t3'-0" ,i 17-6`13' 17 14 t ta0 t0'9" 11'7G" t33 i41 id0 C *!'32pa! may i- 240 81" '7T fT_ 8 tf" 1 to l 8'8 -r tff-4 tt5 it 11 i'_ I1 4 l p ;+•I-59p51. tiI. 39 Ps1_ 7. 120 I80 8'4' l 10'.11J g i(Y 8',1 t 4 1 to 4` ta_Q" # tU.a" 11 4; f2'-8" Ill".SY-5 j 12'-9" I40 i p 34pai t55 6 _ 74b (rsf 72C 8 tY 11 3" - tt 7" 1r-6' tt'-T r IY 9 14'-.2 ) 14'4' 14'-Z" 8 -JiP 31 pal i - 8_ `rl- i pstt i, f£0_ 240 8'-tl"_i U'-3' 8'-2' I fo-ip' tU•T 9.1- ii'-71' 11-r 70'-1Q' t;'-7' - tI.3"ios'.i_ IZ-8"_ f_14'-4' it_-t 1" i,'•S' t7-iG j t71x 155 a C ..lpii{' 17J - ff4T _10'-3' - S fa"8_- it 't"_ j 0.8" 11$ 12':tD' TII 17 tY'_, t-37 Pdt3 ISo 240 S T]" 1Cf-Y 40• .E. A•-C+ foY 1 n.b" _.- 105 t12 I iL-7". i}-46`Wf 45 PqI i24 ta0.ff-8. ff7'.. 83.,.. Si A" i 119' IDS E. ... t4145p..fi5sr. 40 y.2%9'9" f._.ff8 toY t-8" 11-9- 1S5 _ B 14f-35Pst 120 8'r _i 1l1'. Y_ to-tY 70 Y St'..T 77'-b. 1010' _ tr-i1 _.3 11'- 9" 12'-10, iT-F T9" i it7-G, 9'-Y_ 1 ta's- 0'-10" iC- T 1 9'-i3^ tag 'B I+!-3 p6T 10g 240 to 10" 7Tf 12',2' C r-42 pa iss_'-----•. r v ft t20 sLw _ 3' 6' 8'7' c'• o" s.r` 9'•70' a'---_—'— 6" iff.T ff.,, t ivlo' ;_ 72'.7 tz-r 1 ON-g51 i I32V 12U... 7". rf,%' f/ 0. 10", 8' 11 9'7 i 871 ffi - a'ii 9V8 77-LP" 9 1-T10' it 910 j 101 } } 11:.. ii -9'fo' io•,11 - 166 ._.. a - 77 psf 240 12p -' i // fi iftg. I• _! 10,-1- J 10' E i i1 3 -_ ff7'.-.i ti tttttt79-7` iio` 170 6 -- "I-37 Paf 37Pat2 0 3" _ 9'-ti• iff 7 t_7 17,14 t 170 t_ C ._ 45 PsfJ_ 8D^ f _8'•3" _j 8''4A x._ - 70' T 5 r_ toy" iT 11'_ 1'.10_ i70 I wi1... w1. 45 Ps t80 0._4^ T170.4" fo-3" 9-T to-6 1Y 17- 10" 17A i C pt1l 770asf'- J 7- Sdtt•^:i. 176t I U '•r w!- 55 240 20 ._'/ 2` 0, 1 _._ of,' 11 57 B 3" 58 G- 8" fY 3' 8'$" f0' a j it'fl 11 70.. 8' b j 50'r j 10 9" f!• 5 io 7" 1 f0'-0" __. 170 t 75v ' C__D. + L 4 w all i 4-_.__•• 11'-5" _ 175 * a -'T SBps,f0"_i 175tt. p N-59psa1- 9 3". 2 87 10 I # ,;1 4 ' it:5•_- x g' t1" 9'•@" 5 0' 9 EO C M 51 psf811" 98" J 9-0" MAXIMUM ALLOWABLE CLEAR SPAN TABLE ROOF OVER 5CREEN WALL STRUCTURE; VJta! f + MPH)I 130 3on 130 1 130 130 1 130 Lrro LaxO ' W.C1' ExPOavragi01Lk*ft lung) I 8 0f ipai 120 B ' + i-2i Pat. fEO C_ 1Y3 C '! 271tat liz c vat z4o D -+ M za P f 120 1 26 pfraft ;Sp 3' Pw'tas O. AT4 0.03Q'....0 Akm SR"t Akxr. Skin L8 - Pr' +LLL 1 LB EPS f0"- 8" I f2 Y_ 9. 4. ± 12'4- 9' 3" tt It" @ 1i a' 10'- 4 t ft 8 _ 4 - Pnnels 024^ 0030 ' 209a 5toel Num SM+t_4}.A.lumSkit, 1 .. Skin 14 8 EPS 1 I -I8 £, S 1 1-!B EPS 1r5 t 3" 72'-5' I171" } 17.8" - ,7b" i0 11 12 5 i2 3" tr it 71 0 1r-o iii2^ 121G" 2'-0 to 10" ,2" 2 iz o^ 0 PaLs t 0024 R 0'taNw+ Sts, Akint .:Ah i- i.BEPSt-L8 EPS iT5 E i,'-,Y 13 5 i 14 7r ITS" _ , 3 at t3' Z"' t 14 -a f3 Y }, r _ i26ga trial gRai. t- t8 Ei>.S 1 1R Y 14 tm ta10 a 2" y.. 11.8ao 111oJ ,'f 28 yst 24Q _. 84^..., ai 1 10'A" 5 0 1s i 1t t0 I -1 •.....__ _ 12 t3 U S _ tia. 8^ 140 t40 S B +P p:,f 120 B 7Pst _, 80 1,'., t^ 9'-3" IV-i i" t 2 r13 17-3' la-12 t 12.4.-_, r I4 8 ? ,i<iii t40-+ 8 'F27fW-I 240 1 - - it-,2^ ii-,c 12'•_.. C.1,28pst I rb 9' r` 1 ,Tb• 0'ad0"-j. I80. U ^. J 2E psf 2408-4' tt 1_... A'-,0" I 7 7 11 0' 1 1Y2 139. 14 -8' - 140 30paf t20 f0.7 ! t, 5' tt 9 t2`$ ii.0 12 iL" f4.4 74-5 T4tl U T ' f 30 Ps1 tA0 9 0' „ 5A t0$" ! 17-T tt-0 r ti•" y 14 I tM1C U +! 3U paf 240 9'-2" t0 ,t" U A 10 ,1 91 B 12.0 120 10'Jb- 7 $' 17-0' t fT ,py_,r 1_ i3'Z' f4-9' 141. Ii" lzl,_171 13'x 14'-7 1411- 155 28 Pa i 240 8.4" i 71 1" B'-10" f i -1' 0" igy i T C + r 2B pdf_ f20 70-2 t 11 5"_ tt9 12 T 11 1(Y 1 14 12 1 [ 1 i-6 i55C._ L+l 29 Pat 1a0 L,1 5'_, iD$ .._121i I4 5 u_'--_ 156 C T 0w 240 8-3' lU tT' 9$" t 70'11 119 1i 2'1 i 3- T 14 e* i2 13i 13.0' tC 1 t. .._., Apsi '-' 240 T1D 10 5" 9'3 tQ S 1(1 ti tb tr 11 166 B j "i P t 12U1f72" 7i$" t7 ,0' Y-B 1_71 ip 1 t2 a 74 $` 144r ld0 9'1' tlb' 1 S09" t71 r if , 7 1Y x 14'-0' 4 S4 6 ea B :>'2s pst 74G h32psf -12Gt4•-G__ 0'11" i to 72" t a f71 71 -4 725 i310- IXtY t85 i C I 2 pa7 180 32 8'-tD" _ 10 f2' 70 5^ t1 5" t1'4" 9'S` i ,o @" il-a 12-5 t 13 iC" 13.9x 0" i3-Y i i4 12` i85 785,. .. 1 Pat 24UD ,./ 39 } s7 _ _120 8'1Y iff 8. 1Q 1 9i2... 1,C 7tY ' 2 tU'S i0'3' i ti 3 12- S85 p_ rr + i-39 psi1 ,a0 _ t.., @S I 9 fr _ 1x 9-Q" 0 1f" tC3 g'- 109'-i2' J ,0-3' tU'-17 y17-i 179 ,j 0 i.{ 29 Psf i - 2U a9Psi ' fog + i f'-S t 11• b^ tt'-9" 2 T ._ { 1'-10" _ a$"- t IraA• i2'-7 5' 14'. 5 14 -T E t2 i, t4 F fa T.._ f t80-- f 2'Ps1 ) 240 9'1" S'• 3' tf1-12" I 9•f)` 1 tQ ,1 - 1 '- V 17I 13-1' 148` 17011 C'+734pi 1 &, PS' { i0__8' 1072' I fi-0 . totx IY-0" 12'A' 12'-a' t7G C + •t4 Ps1 5'+0 b fd 8', to 12 11 a" ' 7o Y tT-0' 13,4 13'T 170 r 1 14 pst taD r wf ;Tpsi 24U a 8 _ 10 8" 77D^ l 90' b" toY tt b to 17 61 9tY• 5 f9 7 FT1i" 135` ! 13 T Si$ 72 ii i3' 170 C _..__1 41 PS t YaQ8'--7:. 170 i701 170. 175 t U +7 47 ps,' 120 U i 1 Pst ISO i +/4t ps{ 14Q 36 psi a0 A-7 ff 0" 8'-t. I 0-e Td I 9-8' a 9 11' f to-0" 9' ti 9'7'__1 8$' S 90 _ 911 t0. 8"^ 0 41 7Td t7-4 tff g' 12-f 72`-4'.. n61 c OP ' tsQ e'a _fo'. 5' a-m. 11 t5'a rrr f3-i ' 73a 175t D +i 43 t>st I ea a'<` 9'-5" 9`$" i tG'S- ff•9' t0-8" 1I f{ 1Y 0' 12'-0" 175 , rf 43 _ D Ps1 j. fa0CL + 37paf 12a 7-it 8 8 9Y to Y' S-6 7C 5' W ff' to'^ f 91 Y 10-8". I[ d II it 71 8 12 0. it ii - t00 180 780 C +! 37 pal-; 2a08'. i to 2' T••7 1V r' f2 t0-G' 8-12" j SA 1' la$" ri- 5" iTfr• tT 1S^'_ 71 -7 f -12'-a" 12'-1Y' SEE TABLE NOTES DEI'AiLEA Ot4 SHEET3 J 6 OLUur-15; fF L7[i ZXHr; Ww w itytoao i,%aff£ATi9iEA713F>flEas, is- 2409a mm MAXIMUM ALLOWABLE CLEAR. SPAN TABLErinroc .nticrs noC[J CTRt tr'TI )Q P:' - Wl+xt 1 DBfle tal 4peatl i j Liva Loan Er.pmn i ", UpDR i U xxt t_ R.i723" 111 0.03ff Ah, Skm I MA 18 m Y 4' Panels y _ 0.024' O.R3U" { 28Qa Stall, iVum Shan AI.In Skin I S01 6" Panch a¢ O.U24" D,03U' + 2 a Alum SW 147v`n Skin + alaet S'ktn MPH) — 1 fiJ tjp T g 729 psi( 129 1-(.B EP I L.8 EPS j0'S Yf-9" I Lr7 EP3 1,4.9_EPS i t to EP t7t_ Y171I171 9 0 EPSI i _Ei FPS1-k 3EPS133 t 14R t411 2$ PF ISO 2 } 11 iC tR T 5` 3' iT 1 1 3 € 4-Q" 1 53 130Bt _ _ 9' Tar i4'-ff t3 2 !_t4 9_14 if" 130 j 1i-a' ST ti 1217 Tli 9#_ Ta 629pattp'TG` 1? s { 2 1 13'2 74 4 it_ 29P 240 fU_.._! /3oPata- 12n a'4 j 17'i s550970` 11 f' 1 1715 31_ 1 a" 1m5i i} 173 13'8 I td-8"_ 717 t3a i irs iaRS psi ;,. TPA i._a 7 l 9'r 1 iffy" S 115' : tt"iS#ri it 130. 7z E" Ps 120 7C4 11'3' 1 1j` 17•U' 1T 11' -t{.. 57-,` 1G" 1z 3 1 12' T j 13 7 1 14 8 7 7f'_ tz 7 14 15 D r?9 paT- 24G t5 9 IC _ t4Q ..£• _. 1 35 P'iP12U J'S iQ'7 1C 59 15 8' 1 iC/1 r tt 12 140 G F357x1 180 35 Dsf 2;0 4 8iCT 7iC i is 5` CT , 91-8" t iC ti 9 TfY 5" 1CY 11 tit , TI- Ef> 1 5?' t 13!-6"_ 48 C {{ 1 r42 Paf 12U 140Da" 140 O ; ! 42 Psf f 240 7'-4 {. g-E 8 8" l.. 9' 7 T 7C 9" 17 5S. g } 1 34 pafl 12n 1 14 psi 7a0 9' T { 1C iN' 8 3' 1Q` 1'1' 91 7 i t i 11 i i i 1 1C 3' T 14 7" x 11 9 57 2" 13 7" 1 fY T2 T 1- 53' 7 1 g' 55SB _ 7 ff ` 7G8 9-4' I 10'8" v 7" 755 !} __f rpstt 240 j (• { 7 41 Par+"_ 12R _ 8 tT R T i u 9" 1G 1_ it 0" 1_ 4 1 Pa} taU —. 9-T _r ._-ff 9 7P 9' P' ,CT.9" i 10_t" 91 •U" f 12'-4' 17 1 SS .0 1 l 4l Pat j 740 p { t 48 pit 720%,f/, T- 5" V9' f 8 T } g 10" 1 I C t gi' i 9r.., 10 10 ' 12 12 5 f0'C 1 itr j f13' 1 7;5 p + 9Pat 189 f/ f // g 0 0 I It i i L 155DF49ps( { 24U Gl%!l ' a 12 8' Y R'3 Iff 5" _ 7 5 j 7 ri7f_"' 59" pafLU1572 j_ 7 16 g ` / 38-P 7 - 40 46 ps 1i• 52U7 7 1£* 42 52 8 11 t 1f5 1 1 1C 5 _ 05°- { 10998111 1? 8 77 11" iV4 ? Ylf .. f1-8 . 185 Cf85_ C 1 t48 p..f ta0 T10 , g2' 9'3" 10'S" 9B' iC 4" ! 11 7r 7$b C t f 46 P'f, 240 7 1" 1 9'7' 9 5' 9'•6 4-6 1 IC4 } 71 T S 17 8" 65 D i f G60..f f20f15 D j i aN psf ;, .18R MAIN// 8`7. i g. ._ t 5 T f M ayj240 jTq g + t 4G f120 f[ 8" 9' 70 T-t( Y (_ 8' S0'_ t - id t 1C f0' ttl f S fY 5 -1 10' 6 _. 10' 7" _ 117 7 1 ibF 17014b Psf , 180 1 { r 4 p"TI 2d0I E ' t" + N.IV 7 5 4 +3 iC" 9' a 1V 70" iC 1 8 a 9 79" 10 1 72-0"- 77 - iT 4 10 it" 12 3" f7G ® C-{l49pf-_ 80 570 # C s9 ph 120 _ 7 70 iC E I a9 psi 8C i7O { C +, 49 ps 2'0 j . fly f g-? 910'_ 9 2 1 U 1(i 1 9 r R 1 C tg 2 s -jf 8'-3 1Y r SI-8' r t YYY t8 D77Y it 4 S- 10'• 0" t 51 .f t i -4 6 1R 0' i 71 3 I 11 4 _ 170 r j. 8.:4 i 8.5 o t r 7(Yr to 3'_ 7o n 2408' fTSt C f 53P-yfi 7g7{f ti L g-8^1 6 t1' 89' 10" H"_ { 851" g R" 1C 1 { 1 T s u9'... .tC 17_t-0' 178 r- D 63 OPt,' D fr 8 1 i a', 8 1 .Jli 8.j 8 8' S' / 8 1R 1 9-1T B tZ' 8 70' 1; 9'•51° fi tr 175 - -+/ BT PaTi180_ s6c l« 55PPt 1 o j f`` `' i i x 9 r a s r •.17at; 18()' i tU•7" iC•9" t).-55 psil240_//irl y..5t t 8'-1Y, 8,.¢..-` R,.g, CLEAR SPAN TABLE USE INSTRUCTIONS: _ 1.. BE: rrRMjbE TYPE OF FNCLO$UP.fTiU DECOVEREDSENEUDSED, SCRf N£D y US OR OPEN F7RLN.NRE). 2. OE3ERMIF '+!E SITE SPECIFIC REQUIRED ULTIN.A'rE OEsiNWIND SPEED IMPH), 114 ACCORDANCE WITH THE FLORiDA WELDING COVE. 3. FIND ALLOWABLE COMPOSITE PA14EL CLEAR SPAN IN TABLES FOR APPROPRIATE PANEL DEPTtI, FACING THiCKtIFSS, AIxD E.s•S COREDENSITYSELECTED. 4. ( j5,u INDICATES VALUES NOT VALID FOR USE, DEFLECTION NOTES' 1. DETERMINE REQUIRED DFFIS.TION LIMITATION PcR 7'HE mimmuP1 P.EQUtRFNENTS ) 7].USTINTEO !N Tmr FWRLDA BUILDING CODE. 2. ( i) INDICATES ROWS FOR USE WITHIN THE HVH2 (NILY. OEFLECTION LNAT15 COHSID' RED FOR USE IN THE HVHZ ARE: 2.1. U8o FOR 5PAnS Sla U° 2.2. V I SO FORSPAit 17 OTHER CONSIDERATIONS: 1. FRONT OVERHANG MAY 4E UP TO 3'-0' W775I VALUES LISTED HEREIN. MAXIMUM UNSUPPORTED SIDE OVERHANG IS 25% OF LAST PANEL WIDTH (I P 91' M.AX FOR 48' Pk.4EL WIDTH). 4ams" EX 15u15rml9 uj g smaz N1 Rsp13: Inowsu _ 1 yof 15-14409a 8"ll DARY cUR z-1, GAL QEECRtPTT .tii• LOT 12, MA1 A`=', MEADOWS, ACCORDING TO THE PLAT THEREOF A5 RECORDE0INSLATBOOK29. PACE 31_3'13, OF THE PUBLIC RECOROS GE Sr-MINOLE COUNTY, FLORIDA, THE[ r'}} (tA,BC VEg tPEFERENCED PROPERTY tS LOCATED 1N ZfXl-1 '.X' ARFA r P- A,f,IR, n r D1_ COUNTY. M14R vvLillvv. A;• YLK DATED. SEPTEMBE'R 28 20G7 a3 ShdAv111 O'l ///dn. dW fR V C=45.37 Rom- 00 Alvtw 56'r- e-Ar 20PI%l 3l k /Z pFc 14 37216 105 )'" KTOHN PLACE v tosc/ a aaE.ct POW cm z wr *Kt AM A*ILIAL Oauorau,g, norw sawmy a aOt 1 11111ct1E4 AMMON— irTorAAOftOF a i`'M"C T R qrt rwma emW OM IM W VA'&I G111 Ckli i[1R90t 070t k u.EUVATawa to gAVS S OUNIN UNK fENZ aucwft CJL mm °0k Jf[ i w iionrs 4#eae e aAPmamn. T- }p PST cm mTm a cm im pmj P.APOW ° ZE IL P-% c rcwr or A Of Y m OOaa'm Am NO 1M['76MD® P.nL POOR an UE v. PRAYHOMMCENW AtAT IM SAI ET &WM OR EMZM6 p s pURWW 1 FGit_ JlitiN F'. Aft 2AkES T utrFr ov>E ECMW 51- 17.OBD l"W W-t7.W% RANDA LLuummilm UAW. - TO =CUM 4"-ft i .iifs •av iga A' V i kL. t?R Mw %mr BEY OA3E j , LiRR0FE' ZSi0NAL C 29- t8 LAND SUN ' t' FaAir OAtE raAMq?= GNW^ t AM OF t m