Loading...
HomeMy WebLinkAbout136 Mayfair CtApplication No: 16-- &is CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value: $ % Job Address: / o f7'1 io Q = Historic District: Yes No,r Parcel ID• Zoning: Description of Work: tv s" Plan Review Contact Person: q Title: Phone: Y07 9,:.?,5- V 9r?7 Fax: /O 7 a3/ E-mail• / Property Owner Information Name "9"10,/ 10/ We /rt Phone: V07 T Street: /;,!ftu C'r/— Resident of property? City, State Zip: p Contractor Information Name /-S G Phone: h'' e! 9 7 C),,?RZcFStreet: ' d•'/ n -e Gam/1 / Fax: 67 0 "?Y City, State Zip: /Z—cl ,Z1157 J 97-_*.3 State License No.: CRC 0 3 U 67 Arch itectlEngineer Information Name: ztic i lv l c r J / n Phone. Street: O d VIA-t-4— C/ le0" Fax: City, St, Zip: © / 61 01 / 7 E-mail: Bonding Company: Address: Building Permit A( Square Footage: No. of Dwelling Units: Electrical New Service — No. of AMPS: Mortgage Lender: Address: PERMIT INFORMATION Construction Type :v' No. of tories: // 01 Flood Zone: Plumbing New Construction - No. of Fixtures: Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 1: 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. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of bwnedA t / Date Print Owner/Aaent: Name 1 4`;,i'r'`••, BRYANDORION Notary Public - State of Florida Commission # FF 181319 My Co m. Expires Mar 27, 2019ikofc,.`•` BoPdfd t Assn. Owner/Agent is Personally Known Me or Produced ID Tv pe R_ Joc'. APPROVALS: ZONING:-25- ,TILITIES: ENGINEERING: COMMENTS: S-- h KoWe MCMUWgent Date Print Contra gent's N Slt f F orida ?ate BRYAN DORfOR Notary puplk . State of Florida Commission # FF 181319 FOF F My Comm. Expires Mar 27.201E Produced ID Me or WASTE WATER: BUILDING: ` Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 i i t tTL' 1 V 1Llli'it 7 ll l l 5450 Bryant Avenue - Sanford, FL 32773 Telephone: (407) 324-9960 - Fax: (407) 322-3039 State Certified: #CBC053007 www.sunroompro.com NAME s -4,V/ to b # L7 7 . 9 6 ADDRESS t f3- i/ f7 s' 7.71 DIRECTIONS: SCREEN: % 4/ CATEGORY: /VIA FLAT: ---GABLE: TIE IN: ROOF SIZE:./C- )L ?—(?y?E: 41 i 4 H KICKPLATE: c 7 S/ // Al-4is" ih v e" GUTTERS: i n WINDOW TYPE: FRAME COLOR: PORCH OVERHANG: HOUSE O.H.: SOFFIT? PEAK: SIDE: FAN BEAMS: SLAB SIZE: All EXISTING SLAB: DEMO: ;Z- 1-90 V.A. ._ij ELECTRICAL: GATE CODE: P" 6 !12- v toe( i SI! ' P..P•! i t.'a f .-sue+ v sunroompro. c®m MATERIAL AND WORKMANSHIP GUARANTEED FOR.4 YEARS. NOTE: ttaIrt Contractor expressly reserves all contractors, mechanics and material man's lien which may be asserted under any provisions of the law to secure payment of the contract price and may assert and fix the same as a lien upon the real property on which installation is made. Purchaser agrees to supply electrical power at job site. NOTES: 1) HAIRLINE CRACKING OF NEW CONCRETE SLABS IS A COMMON OCCURRENCE. _ 2) SPRINKLER SYSTEM MUST BE RELOCATED BY CUSTOMER. _ 3) DRAINAGE AT BASE OF ROOM IS RESPONSIBILITY OF HOMEOWNER. _ 4) FLOOR MAY REQUIRE LEVELING FOR TILE INSTALLATION. _ 5) OWNER IS RESPONSIBLE FOR ANY REINSPECTION FEES DUE TO INACCESSIBILITY OR MISSING PERMIT. _ 6) HOMEOWNER IS RESPONSIBLE FOR HOA OR ARC APPROVAL. _ 7) ALL WORK AREAS MUST BE FREE OF DEBRIS AND FURNITURE. 4 n (s l q /f 111111 1ili lflil lilli dill ilili illl illiTHISINSTRUMENTPREPAREDBY: Name: KENT PRAGER Address: 2938 STONEWALL PLACE SANFORD, FLORIDA 32773 NOTICE OF COMMENCEMENT Permit Number: Parcel ID Number: 33-19-30-505-0000-0190 MARYttNNE NORSE? SEMINOLE COUNTY CLERK, OF CIRCUIT COURT 1, C'0111TROLLER BK 8529 F's 292 ( 1Pq ' CLERK'S 4 2015089837 RECORDED t_i8114/21115 02 = 42 -'40 I'll RECORDING FETES $it1.00 RECORDED BY hdevore 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. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) LOT 19 MAYFAIR VILLAS PB2 PPGS 9&10 136 MAYFAIR COURT SANFORD FLORIDA 32771 2. GENERAL DESCRIPTION OF IMPROVEMENT: SCREEN ROOM 3.^ OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:' Name and address: DAVID HOLT 136 MAYFAIR COURT SANFORD FLORIDA 32771 Interest in property: FEE SIMPLE Fee Simple Title Holder (if other than owner listed above) Name: same Address: 4. CONTRACTOR: Name: PRAGER BUILDERS, INC Phone Number: 407-324-9960 Address: 2938 STONEWALL PLACE SANFORD, FLORIDA 32773 5. SURETY (If applicable, a copy of the payment bond is attached): Name: Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 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)(a)7., Florida Statutes. Name: KENT PRAGER Phone Number: 407-324-9960 Address. 2938 STONEWALL PLACE SANFORD, FLORIDA 32773 8. In addition, Owner designates KENT PRAGER of PRAGER BUILDERS, INC to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 407-324-9960 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different 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 I, 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 0R RECORWYOU%NOTICE OF COMMENCEMENT. J a DAVID HOLT AuthorizedAuor Owner or Lessee, 0 0 s or Lessee's (Print Name and Provide Signatory's Title/Office) Authhoo rized Officer/Director/Partner/Manager)Manager) State of P 65 ''/ e6 County of The foregoin instrument was acknowledged before me this 7 day of /'7 tj° , 20 J by j i' Who ' ersonally known t me OR Name of person making statement who has produced identification type of Identification produced: J U;!°tq,, y BRYANOORMN _ r ; . Notary Public - State of Florida 4 Commission At FF 181319 My Comm. Expires Mar 27, 2019 jam_ F OF ` Bonded through National Notary Assn. A UG cLERKOFT ECIr2 CMPTO' SEMINOLE COIN BY u DEPUTY CLERK ISCPA Parcel View: 33-19-30-505-0000-0190 http://www.scpafl.org/ParcelDetailWo.aspx?PID=33193050500000190 Ocivki Johnson. CFA PROPERTY APPRAISER SEMINOLE COUNTY, FLORIDA Property Record Card Parcel: 33-19-30-SOS-0000-0190 Owner: HOLT DAVID L Property Address: 136 MAYFAIR CT SANFORD, FL 32771 Parcel:33-19-30-505-0000-0190 1 Property Address: Dwner: HOLT DAVID L Mailing: 136 MAYFAIR CT SANFORD, FL 32771- Subdivision Name: S Tax nstrict: Sl-SANFORD Exemptio . HOMESTEAD(2014) DOR Use Code: 04-CONDOMINIUM M Nwqe 1 17 Value Summary 205 Valdes orkng I Values ert2014fed Valuation Method Cost/Market Cost/Market Number of Buidings 1 1 Depreciated Bldg Value 119,775 95,820 Deprecated EXFT Value 1,600 1,600 Land Value (Market) Land Value Ag ValueJ*ust/Market 121,375 97,420 Portabity Adj Save Our Homes Adj - 23,176- 0 Amendment 1 Adj Assessed Value 98,199 97,420 Tax Amount without SOH: $1,141.7 2014 Tax BII Amount $1,141.7 Tax Estimator Save Our Homes Savings: $O.0 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 19 MAYFAIR VILLAS PB22PGS9&10 Taxes Taxing Authority Assessment Vakie Exempt Valdes Taxable Value County General Fund 98,199 1 $50,000 48,19, Schools 98,199 25,000 73,19' Cty Sanford 98,199 50,000 , 48,19' SJWM(SaintJohnsWaterManagement) 98,199 $50,000 ! 48,19' County Bonds 98,199 50,000 t 48,19' Sales Description Date Book Page Amount Quaff'ied Vac/Imp WARRANTY DEED 12/1/2012 07938 1932 108,500 Yes Improved SPECIAL WARRANTY DEED 4/1/2012 07773 0627 100 No Improved i PROBATE RECORDS 4/1/2011 1 07552 1 0506 100 No Improved WARRANTY DEED 12/1/2003 05206 1 1060 100 No Improved WARRANTY DEED 8/1/1984 01576 0542 63,000 i Yes Improved 1 of 2 8/2/2015 11:04 AM r 08/05/1,015 09:16 4073223039 P RECORD COPY PAGE 01/04 t amAm . '12m D A-:-, *-, B, m ; ' AIur°c nurn 3 1 r 5'f.., lion t :Gj:nee,it-a Plan. Types: n Ro Pool ScreenlCage L1 Car Port Patio Cover Other: SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND npT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE PLEASE SWAMP ALL PAGES WITH NAME ADDRESS & LICENSE # REVIEWED POR CODE COMPLIANCE PLANS EXAMINER C-''IS DATE Ref /4 - New lion Date.'__ y•awwwwwww„ Iw Project Address: /9 h i Cow- Ctw c -N Contractor Name., PRAGER BUILDERS INC. aAddresS: 2938 STONEWALL PL.* City: SANFORD* Zip fie: 32773* Phone/ aX: 407-383-9655 407-322-3039 # 15 Email: INFO@PRAGERBUILDERS.COM Choose One: flail [:] Pick Up k Fed Ex 3-No of Copies For FedEX option go to www.aluminumscreendesign.com and provide FedEx account #) Payment: CheckWI Credit Card For Credit card option go to wtiw;. aluminumscrs-endesign. com to pay by credit card) Engineering prepared by: Engineer-, Michael Thompson, MSc, P.E. (P.F- ## 475m) 5200 Vineland Road- suite 250 Orlando, FL 32811 Off 407-520,3300 Cell 407-721-2292 Project Manages', Paul Thomas 386479-9604 Fax 889-923.8181 Email' sminumsc rnlasiran(n vehoo.c4m Website, w w aluminumscreendesiQn.Com CA#30M 08/05/2015 09:16 4073223039 P PAGE 02/04 AS1W Al'jrn;rtucr• d. Con j c t OS- Cn.91 .•1 Uldmaw wind Speed. (mph):/-? Exposed: off C Risk Category: late Pan Root Fascia Wall: Block Conventional Uprights 2 X„'-1—rop Plate ,R ick plan; P061.scmen ege : Dome Gable Mansard Gutter Wall: Block Conventional Beams X Uprights x Purlin X Car. -Port: InsulatedD Pan Fascia Wall: Block Conventional Beams x Past X 9 Patto" Covw. Insulated Pan[] Fascia Wall: Block Conventional Beams x Post x Come: Existin New: 4" Slab Pier[] Ribbon Footer X Pavers Other: Note: In ttte event that there t5 a conflict with the design plans and the general notes and design standard, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction betwaen the plans and the general notes and design standard. d I.3,u-m Y. to-iltruciien Engfirx-Xing 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 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 of two orthogonal directions using the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. In addition to wind pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. Design Basis: Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor General Requirements: Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of information shown as correct and obligates himself to any expense, real or implied, arising from their use. A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor and must be submitted to the engineer for approval. The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall bear no responsibility or liability for the construction of premises and accuracy of the drawings. Foundation and Earthwork: Applicable only when unsuitable soils are encountered. When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer. Soil bearing capacity — 2,000 psf Minimum Provide neat excavation for footing and place concrete immediately after excavation and inspection. Pump water from footing excavation if greater than one inch. Compact all fill to 95% ASTM D698 density. Unit soil weight = 105 pcf Internal angle of friction = 30 degrees Coeff. Of friction between footing and soil = 0.5 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com 1:10— ls ALUMINUM SCREEN DESIGNENMSDlarats cu erCrucraait E6gir<^-rng 1 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. 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'-9" 2 x 2 Purlins = 7'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 10'-0" 2 x 3 Chair Rail = 9'-0" 2 x 3 Purlins = 9'-0" 2 x 3 Wind Brace = 9'-0" 2 x 4 Wind Brace = 10'-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" 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. 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. 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com ALUMINUM SCRVEN DESIGN0:3E03AS D&WT.11"M iR ax4Y C.t1CtiGis langinsrMring 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 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 13'- 2 X 3 6'-0" 2 X 3 8'-0" 6" 3" Spans 15'-0" 6" Spans 20'-0" 2 X 4 8'-6" 2 X 4 8'-0" 2 X 5 10'-0" 2 X 5 9'-0" Knee Bracine: Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and length requirements. Purlin• Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall not exceed 7'-2". 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com W 2 irx-mi B-6(5o 7 CL o, mm m N r— N 0V LO cnm LL] 0CV 1170 Co m 08/05/2015 09:16 4073223039 P PAGE 04/04 PRAGER BUILDERS, INC. 5450 * Dryant Av ' enue 9 Sanford, FL.32773 Te1ep#one:.(407) 324-9966.o tax: (407) 322-3039 State Certified. #CBC053007 WWW.Suxlroompro.com 510' 7 37 NAMIE _Dlwll 41 1711011— OV 41,1S7J-0Y j6L'fX/Tt ADDRESS.•ZY 4, -A l DIRECTIONS: A SCREEN: CATEGORY. A - FLAT: ! GABLE: TIE IN: ROOF SIM-./AT_ Jc_>_Akpp- J'/ d— fl KICKPLAt.E: GUTTERS, WINDOWTYPE:. 0 FRAME COLOR. PORCH OVERHANG - HOUSE PEAK: SIDE: EAN. BEAMS: SLAB SIZE: All el. -_1 4' EXISTING SLAB: DEMO: 4D ELECTRICAL: GATE CODE: www-sunrownproxom MATERIAL AM WORKMANSHIP allAAQUEED FOR 2 YEARS. Contractor expressly reserves all contractors, mechanics and N01t -1) HAIR13NECIRACKING OF NEW CONCRETE SLABS IS matchal maws lieu which'may be aisgrred ceder as provisions of the law to secure paMent ofthe contract price and may asscrtand fix the samecase COMMONOCOCCURRENCE. 2) SPRINKLER SYSTEM MUST BE RELOCATED BY CUSTOMER. Uen uporrthe real property on which insCalldtion is made.* 3) DRAINA:GEATB,ASE OF ROOM ISRESPONSIBAXIYOF Purchaser apm to supply electrical poweratjob site. HOMEOWNER. 4) FLOOR MAX REQUIRE LEVELING FOR TILE INSTALLA nION. 5) OWNER IS RESPONSIBLE FOR ANy REINSPECTION FEES DUE To INACCESSIBILITY OR MISSING PERMIT.' 0) HOMEOWNER IS RESPONSIBLE FOR HOA OR ARC APPROVAL. 7) ALL WORKAREAS MOST BE FREE OF DEBRIS AND FURNITURE. NOTES: 4 .. of a 0"0 MIGIvIA46:P40 PSC 5200 VINELAND RD. 4_ RUZO, FL 32811 CA#30930 1/We have read the f oinZ pro con c d e same on the . terms and coonditi -ns p d on the reverse do C9 71asstatedabove. CONTRACMUCE Purchaser. 7 Date Estimat Ter. BAL. DUE 0Cash, ChczI. 3% Conv 'ence Fee for Credit Card mnaactioms. We fill years labor and material. guarantee, ALUMINUM SCREEN DESIGNEXTRUDED FASCIA IS ATTACHED TO 4" C CHANNEL IS ATTACHEDTHRU FASCIA INTO RAFTER TAILS WITH 910 2" 6" FROM 4" INSULATED ROOF WITH #10 1" 6" ENDS 24" O.C. & TO 4" INSULATED ROOF WITH (6) 910 1" PER SIDE FROM ENDS 24" O.C. EXTRUDED GUTTER IS ATTACHED 4" INSULATED ROOF WITH #10 1" 6" FROM ENDS 24" O.C. ROOF IS ATTACHED TO FRONT WALL WITH ( 4) #10 5" PER PANEL 3X2 FRONT WALL TOP PLATE HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL 2 HINGE 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", CAPRI CLIPPED WITH (4) 910 1" PER CLIP BLIND CLIPPED WITH (4) 410 1" PER CLIP UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 2", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP INSULATED ROOF IS ATTACHED TO LUMINUM STRUCTURE WITH #10 5" FROM ENDS 24" O.C. SIDE WALL TOP PLATE 1X2 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 3X2 SIDE W. 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. ALUMINUMSCREENDESIGN. COM DESIGN STATEMENT MICHAEL THOMP SON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 5200 VINELAND RD. ALt: 1MINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE 250 @YAHOO. COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) PHONE #: 3 86-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI L-OPENSTRUCTURESANDSHALLWITHSTANDULTIMATEWINDORLANDO, F32811 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. 47509 FAX #: 888- 923-8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER MM EDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS MCA#3 093 0 Page 1 of 2 FRJIIUd Depart(I je ( BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links ( Search Busines Professi al USER: PuubtgApProval Regulation Product ADoroval Menu > Product or Aoolication Search > Application List > Application Detail FL # FL2291-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Metals Building Products Address/Phone/Email 7815 American Way Groveland, FL 34736 352) 787-7766 bkaufmann@metalsbp.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Bill Kaufmann Address/Phone/Email 7815 american Way Groveland, FL 34736 800)342-9077 bkaufmann@metalsusa.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Products Introduced as a Result of New Technology 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 the Evaluation Report Florida License PE-0046549 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 11/29/2015 Validated By Jorge A. Pomerantz, P.E. Ea Validation Checklist - Hardcopy Received Certificate of Independence FL2291 R8 COI Indeppdf Referenced Standard and Year (of Standard) Standard ASTM D1929 ASTM E72 ASTM E84 Equivalence of Product Standards Certified By Sections from the Code Year 1996 1998 2003 8/25/2015 Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/27/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/23/2015 Summary of Products FL # Model, Number or Name Description 2291.1 Pro -Fab Roof Panels Aluminum and Steel Skin EPS Core Sandwich Panels Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2291 R8 II Dwg.Ddf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: - For outside patio construction only. - Refer to FL2291 R8 AE Eval.pdf engineering drawing #04-151-0001 for limitations and Created by Independent Third Party: Yes conditions of use. Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department 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 hem . Product Approval Accepts: C SArFE 8/25/2015 EPS FOAM CORE ROOF PANELS - METAL SKIN SEAL IOINT WITH CONTINUOUSCAULKINGOR SEALING TAPE OPTIONAL FAN BEAM T--- .................... d do :. 1-- :'':i:-.':i::iii: •.•..`{':: ::.:?iiiir`.i L?T"::i:3'ir z PANEL INTERLOCK 1 N.T.S. VERT'SECTION TO WOOD: (2) Y4"0' LAG SCREWS WITH 1 ' MIN. THREAD PENETRATION TO EXISTING WOOD HOST (G=0.55 OR BETTERj, 3/" MIN. EDGE DISTANCE, SPACED AT 6' O.C. MAX. 1K" TO CONCRETE: (2) Ya 0 ITW STAINLESS MIN. STEEL TAPCONS with 13t," MIN. EMBED. TO EXISTING 3192PSI NON -CRACKED CONCRETE HOST, 2%' MIN. EDGE DISTANCE, SPACED AT 12" O.C. MAX. HOLLOW BLOCK: (2) Y4 0 ITW STAINLESS STEEL TAPCONS WITH 1 %4" MIN. EMBED. TO EXISTING HOLLOW /f BLOCK, 2Y2" MIN. EDGE DISTANCE, MAXIMUM PROVIDE ly" MIN. SPACING BETWEEN ANCHORS IN EACH PAIR, TYP. EXISTING 0.024.OR 0.030" HOST STRUCTURE ALUM OR 26ga BY OTHERS, TYP. 4' MAX WIDTH PER STEEL TOP & BOTTOM PANEL INTERLOCKING PANEL FACINGS DEPTH (1/4' PER FOOT MIN SLOPE) EPS CORE (1.0 PCF) C-CHANNEL, MIN 0.045" THICK (6G63-T6 ALUM) CLEAR SPAN (L) INSIDE TO INSIDE S8x3'16 SAE GRADE 5 SMS AT 6" O.C. MIN. TOP & BOTTOM, TYP. 1 ROOF PANEL/SPAN DETAIL 1 N.T.S. VERT SECTION LRI F Expo- VAnd SPeedara LWe L08d Deneldkn 8!w UpIR ( S"P4neh O.o2A' I 0.030' Atum SBn [Alum Skin 1-LB EPS IIII 1•LB F3S zeGA II0.024•t') Srod Skin I Alum SNM 1•LB EPB 111 &LB FPS 0.02d' Alum StM 7•LB EPB 4'Panda 0.030' 269a sled Akun Skin I Skin 1•LB EPS 1•LB F35 6"Pe1wM 0.02r 0.03P' 289' Alum Skin I Ahura Skin Sled Skk1 1•LB EPS 7-LB FPS 1•lB EPS 110 MPH ( B B PSF 1 120 15.11- 1 166• I 1ff-r + IIr-r 18'-11' 1 20-5 I ZT-T 23'-0" f 27.0• 1 27.0" 110MPH I C I ID PSF 1 120 15-T 1 7T-7' I 19-r M 15-10- 1T-li" I 1ff-4- 1 27-7 10MPH 1 D 1 13 PSF 1 120 14'•1• 1 16.4- 1T4' : 14'•8" 15••8• I 1T-11' 1 20-0• 21'-l' L 2Y•2- I 23'-O 120 MPH I B 1 11 PSF 1 120 14'-11- i 1T4- 16.r + 1S-7- 1T-9' I IV-1- 1 21'•10' 22S I 23'-0' 23'-0' 120 MPH I C 1 12 PSF I 120 if r I 166• 1T•7- 14'-1P 16'•10• I iB•T I 20.8' 21'4' 1 2Z-6• 1 23'-W 120 MPH I D I 1SPSF c 120 I.T4• i 15'•S 1 16.u" 17-11' 1S•B' I 1T.T 1 18'-T 10.1T f 21'-0• I 27-0' 130 MPH I B 12 PSF i' 120 14'-T 1 16'•S 1T-W 3 14'-1? 19.9• 1 19-11 1 20.8' 21'•3- I 27.4' I 2T-W 130 MPH i C 14 PSF I 120 1T6' I 15-W W-r 1 14'-1' 15-1T 1T-r 1 79'-r 204' f 21'•3- 1 2T-W 130 MPH i O 17 PSF i 120 17-T I 14'-T 15'-6' i 17•T 14'•11' 1B•1' 9 1T•T 70'•10' i iff•1P Y ZT3' 140 MPH 1 B 14 PSF 1 120 131-V I 15'6' 16!.W 1 14'-1" 164T 17-3• 1 19-7' 20J• 1 21'.4" 1 274• 140 MPH I C 17 PSF Y 120 17-V 1 W-9- 15.9' ! 134" 16.1" 1T-T i /T-1V 19•-1• l 20-7' $ 27A' 140 MPH I D 20 PSF 1 120 11•-1T I 13'-11• 14'5' i 176" 14'-r 15.4• 1 16.6' 1T-1T , 16.11" 1 20.10• 150 MPH 1 B 15 PSF I 120 13'-T I 16-r 16J" I IT-9' 15'-T 16.IT 1 18'-10' 19'-T I 20.8• 1 274• 150 MPH I C 19 PSF 1 120 17-T I W-T 1P-11' 17-9' 14.6" LEW I 76•-11• 16-4• I JIM- f 21.6- 150 MPH D 23 PSF 1 120 11•-W I 13W IT-r 12-0• I17-T 11W 1 IVA" 1T-1i 18••T a 19-B' 156 MPH 1 B 17 PSF 1 120 1Z-8• 1 14'6" 15••8• I IT-W 16.0' 16•2- 1 1T-9- 18'•1T 1 19.12* 2Z-T 166 MPH I C 1 21 PSF 1 120 11•41' 1 I -10' 14'•4' 1Z5" 14•-1. iSJ" 1 19a- 1T•10' I 16'-10' i 20•T 158 MPH , D 25 PSF 1 120 11'-T 1 1TAT 17-0• 11.6• 13•-0' 14'-4' I 14'-9" 16'-5' 1 11•8" i IV-9- 160 MPH I B 18 PSF ! 120 1Z4' 1 144' 75-Y i 77.11' 74'6' 1"0. 1 1T-Y 19-T I 196' I 21'-10' 160 MPH I C 22 PSF k 120 11'S" I 17-T 13'-12* , iZ-W 13'-11• 14'47 i 15.10" iT-7' I 196• i 20.1' 160 MPH Y 0 28 PSF I 120 lVAT 1 7Z-0" 176• iv-6, 17.0- 14'-1'g 14•-S' 18'S' 165 MPH B I 19 PSF I 12D 17-T 14'-1" 14W i 17.9• 14'-6• 1S.r + 16-ff I. 165 MPH I C 23 PSF 1 120 1V-W 17.4' ITT 17.0' 13'-T IV-8- 16-r 1T-T IU-r 1 196• 165 MPH I C 28 PSF f 120 10-V ' 17.6' I 174' I 11'.T 17.9' 17-W + 77-11" 1F-T 1 16.9• 1 1TA- 170MFH 1 8 20 PSF f 120 11••1T 3 1X-11' 14.6• 1 1Z-6• 14'-T I IF-V 16-V 7T•17 10'•11• I 20.9' 170 MPH 1 C 24 PSF f 120 1I-r a 17.1' 17-7 1 11'-r IT-C I 14'-S" - W-11" 16-7' IT-V IV -IT 170 MPH I D 29 PSF + 120 10-T 1 17-T 11'-7• 1Z-lr I 176• ° 17•r 15-1• 1 16•7 1TJ" WOMPHT I C. 30 PSF' ° 80 11•-T I it'-11' 11'-9' i 1Z-V iZA' 174r ' 17.9' 1Z•0" i 12'4" I 1Z-V 170 MPH I C 30 PSF' 120 10•S' 1 11'-11' 11'41' 10.1P 12'4' 13'4' V 13W W-V 15.11' 1 IW.11* 170 MPH t i C 30PS 9-1- 1 107 1V'r ' W-V 70•iP 17'-B• i 17.4" 13••8' 141S' 6 W-91 1 1 C 30 PSF' 80 IT-7 I 11'-11• 11'A' f 1Z-0- 7Z•0' 77.0' i 17.0" 17-0- i 17.0- Y 17-0' 175MPH I C 30 PSF'. 120 105• 1 11'-17' 71'A' Y 10-11- 1ZA' IT-V 1 17.4• W-T ' 15'-11' 1 IT-11' I C 30 PSF • 1 180 ff•1" 1 10.7• 11'.T 1 W4r 10-10" 11'6" 1 17.4• 106' 14'.5" 1 194T 11b1 0 31 PSF 1 80 11--1- ll'•IT 11'6' 1Z-0' 17.0' 17-0• 1ME 17-0' 174' d 17-0• 775MPH ! O 31 PSF 1 120 105• i ll'•10' 11.6' I 10'-70 17-r 17.3- 1 17-T 74'.8 i 15'-IW 1 16-W OD (G= 0.55 OR BETTER): Y4"0 LAG SCREWS WITH MIN. WASHERS, 1 z MIN. THREAD PENETRATION TO DiST SPACED 2' WOOD MEMBEREACHMIN. EDGE EACH END AND 5" d.C. MAX. TO ALUMINUM ( 6G63-T6 MIN. ALLOY): Y4'0 SAE GRADE 5 SMS WITH 1 V2'0 MIN. WASHERS, SCREWS SHALL BE 1" LONGER THAN PANEL THICKNESS WITH 1 %1" MIN. EDGE DISTANCE, SPACED 1' FROM ENDS' WITH THE FOLLOWING BALANCE: TO 0. 045" MIN. THICK ALUMINUM: 2. O.C. MAX TO 0. 062' MIN. THCK ALUMUM: 2-3/4" O.C. MAX TO 0.090' MIN. THICK ALUMINUM: S" O.C. MAX TO 0.125' MIN. THICK ALUMINUM: 6-3/4" O.C. MAX 6"0 SAE GRADE 5 SMS WITH 1%170 MIN. WASHERS, SCREWS SHALL BE 1" LONGER THAN PANELTHICKNESS WITH 1 %" MIN. EDGE DISTANCE, SPACED 1" FROM ENDS WITH THE FOLLOWING BALANCE: TO 0.045" MIN. THICK ALUMINUM: 2-1/2" O.C. MAX TO 0.062" MIN. THICK ALUMINUM: 3-1/2" O.C. MAX TO 0.090" MIN. THICK ALUMINUM: 6-1/4.O.C. MAX TO 0.125" MIN. THICK ALUMINUM: 8-1/2' O.C. MAX OPTIONAL GUTTER OR DRIP CAP 36" MAX O/ H AT FRONT & 25% OF LAST PANEL WIDTH AT SIDES ( UP TO 12' MAX 0/ H AT SIDES) TABLE NOTES: 1. CALCULATIONS BASED ON FBC SECTION 2002.4, SOLID SURFACE VERTICAL LOADS, RISK CATEGORY I, 10 PSF MIN LOAD. EXP'B' PRESSURES VALID UP TO 30' MRH. EXP'C PRESSURES DERIVED USING FACTOR OF 0.86 & EXP'D' PRESSURE DERIVED USING FACTOR OF 0.89 PER FBC TABLE 2002.4A. WIND PRESSURE VALUES FOR 156MPH EXP'C' &'D' 165MPH EXP'C &' D' OBTAINED USING INTERPOLATION PER ASCE 7-10 METHODOLOGY. 2. DEFLECTION LIMIT- L/120, MAXIMUM ALLOWABLE ROOF SLOPE SHALL BE 3' MAX PER FOOT (3:12). 3. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR GRAVITY LOADS AS WELL AS CALCULATIONS FOR PANEL PROPERTIES. 4. MAXIMUM ALLOWABLE ROOF OVERHANGS FOR THE VALUES LISTED ABOVE SHALL NOT EXCEED 3'-0". MAXIMUM ALLOWABLE SIDE OVERHANG IS 25% OF LAST PANEL WIDTH. i.e. 12" MAX FOR 48" PANEL WIDTH). S. (1) INDICATES ROWS FOR USE WITHIN THE HVHZ ONLY. DEFLECTION LIMITS CONSIDERED FOR USE IN THE HVHZ ARE: 5.1. L/ 80 FOR SPANS SIT-O' 5.2. L/ 180 FOR SPANS > 12'-0" DESIGN NOTES pq 49-c ALLOWABLE DESIGN PRESSURES UTILIZED IN THIS DOCUMENT HAVE BEEN CALCULATED PER THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & ASCE 7- 10 USING ALLOWABLE STRESS = FI1 x DESIGN METHODOLOGY WITHTHECRITERIAASOUTLINEDHEREIN. Z S GE NERAL NOTES r 1. THIS SPECIFICATION HAS BEEN DESIGNED AND ' SHALL BE FABRICATED IN ACCORDANCE WITH THE 1 REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR USE % i WITHIN & OUTSIDE OFTHEHVHZ. COMPOSITE ROOF PANELS SHALL COMPLY WITH CHAPTER 7 SECTION RFINISH, H, > ULLW CHAPTER B SECTION 803, CLASS A INTERIOR FINISH, AND a Q W z ppp CHAPTER E TIGATE AND C OF THE TO ALL LOCAL Z m W $ SHALL INVESTIGATE AND CONFORM H ALL LOCAL BUILDING CODE AMENDMENTSWHICHMAYAPPLY. DESIGN ppq} CRITERIA BEYOND AS STATED HEREIN MAY REEQQUIRE W ~ W M 3 m ADDITIONAL SITE -SPECIFICSEALEDENGINEERING. J 2. THIS SYSTEM IS NOT APPROVED FOR LARGE OR In N SMALL IMPACTRESISTANCE. WHEN USED WITHIN THE p W e HVHZ, THIS SYSTEM SHALL BE LIMITED TO NON -HABITABLE IO W •• LIVING AREAS. '4 0 3. NO 33- 1/3% INCREASE IN ALLOWABLE STRESS HAS s BEEN USED IN THE DESIGN OF THIS SYSTEM. 4. THE ARCHITECT/ ENGINEER OF RECORD FOR THE .. PROJECT SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE FORTHE INTEGRITY OF ALL gyI SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE a COORDINATED BY THE PERMITTING CONTRACTOR. d 5. SEPARATE'STTE- SPECIFIC SEALED ENGINEERING SHALL BE REQUIRED IN ORDER TO DEVIATE FROM LOADS, e DEFLECTIONS, OR SPANSCONTAINEDHEREIN. LINEAR INTERPOLATION OF THE ALLOWABLE SPAN TABLES LISTED 4 $ HEREIN SHALL NOTBEPERMITTED. CONTACT THIS m ENGINEER FOR ALTERNATE SPAN CALCULATIONS AS MAY BE REQUIRED. 6. THE CONTRACTOR SHALL CAREFULLY CONSIDER E POSSIBLE IMPOSING LOADS ON ROOF, INCLUDING BUT NOT LIMITED TO ANY CONCENTRATED LOADS WHICH MAY JUSTIFY GREATER DESIGN CRITERIA. THIS ADDITIONAL R ROOF ROOF LOAD CRITERIASHALL IS PROPERLY ANALYZED BY A LICENSED ENGINEER ORREGISTEREDARCHITECT. Q 7. EPS CORE COMPOSITE PANELS SHALL CONSTRUCTED USING TYPE AM ALUMIMI N EPS FUM w! T g FACINGS, 1.0 PCF EPS. THE EPS FOAM SHALL BE ADHERED 'O fS TO THE ALUMINUM FACINGS WITH MOR-AD M-652 _ MOISTURE CURE URETHANE ADHESIVE (BY ROHM & HAAS ' • Co.). FABRICATION SHALL BE IN ACCORDANCE WITH K 0 APPROVED FABRICATION METHODS BY METALS BUILDING • "Tj g PRODUCTS AT THEIRGROVELANDFACILITYFORALLPANELSEXCEPTTHE 3' / 0.024" ALUM SKIN / 1.5•lb FOAM N b PANELS, WHICH SHALL BE MANUFACTURED BY METALS .+ BUILDING PRODUCTS AT THEIR GROVELAND FACILITY. n 8. EPS PANEL PERFORMANCE CHARACTERISTICS FOR SELF IGNITION, FLAME SPREAD AND SMOKE DENSITY HAVE BEEN QUALIFIED THROUGH APPLICABLE ASTM TEST STANDARDS. SEE EVALUATION REPORT FOR MORE INFORMATION. 9. ALL FASTENERS TO BE fib OR GREATER SAE GRADES UNLESS NOTED OTHERWISE FASTENERS SHALL BE CADMIUM -PLATED OR OTHERWISE CORROSION -RESISTANT' a NOW S MATERIALANDSHALL COMPLY WITH 'SPECIFICATION. FOR ALUMINUM STRUCTURES" SECTION 3.3.1 BY THE ALUMINUM ASSOCIATION, INC., & ANY APPLICABLE FEDERAL, STATE, rq @@@ AND/OR LOCAL CODES. r`g 10. CONCRETE ANCHORS NOTED HEREIN SHALL BE € ' EMBEDDED TO NON- CRAKCED CONCRETE ONLY. INSTALL 61 ALL CONCRETE ANCHORS PER MANUFACTURES S - - - t= RECOMMENDATIONS. R % K 11. THE CONTRACTORISRESPONSIBLETOINSULATEALL4SSEEE#yyy y1 MEMBERS FROM DISSIMILARMATERIALSTOPREVENTagtlELECTROLYSIS. R g88812. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS a Rg SPECIFICATION CONTRACTOR, N. el. INDEMNIFIES & i egg 3 SAVES HARMLESS THIS ENGINEER FOR ALL COST g DAMAGES INCLUDING LEGALFEES &APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM WPBH21IX0{FP.V7ILIFNLVmOPE ERECTION, & CONSTRUCTION PRACTICESBEYONDTHATWnnceISCALLED FOR TBnuLOCAL, UeAweu FEDERAL115-2406 NS, OR OTHER MARKINGS TO RMITTED AND INVALIDATE OPERTIES DERIVED FROM EPORT 5033E, S NOS. 50410-D, 410-0410- F, BY TERRAPIN TESTING, [NC.). 0.030- T 1. 3, 4• S. 5.1 5.2 MAXIMUM ALLOWABLE ROOFS OVER ENCLOSED CLEAR SUNROOM SPAN TABLE ADDITIONS: 5149 w0%1s yAypp4TE OF rz W Q x S lu Z "m W $ W 59 r J O DJa Y yW0 a a d Q a G 07 R i u s g 8 a J:S E 5 W= 3 g v y{q 5 I= sg$i5 9, y€ pg q@ a^ NWWPE c3 Li S Zj S(u'7# CWYF11a1f=FFAWLB aa aa 15-2406 PAGE SCALE N.T.S. DEscwPmN a MAXIMUM ALLOWABLE CLEAR SPAN TABLE ROOFS OVER, ENCLOSED SUNROOM ADDITIONS: 3' Panels 4" Panels If 8" Panes Wed Expo- I Live Load 3• Panes 4' Panels 6' Panels 1 •- VILLAS, A CONDOMINIUM, ACCORDING TO THE DECLARAA77ON OF CONDOMINIUM THEREOF, RECORDED UNDER OFFICIAL RECORDS BOOK 1195, PAGE 170, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, AS AMENDED BY 774AT CERTAIN AMENDMENT TO THE DECLARA71ON OF CONDOMINIUM RECORDED IN THE OFFICIAL RECORDS BOOK 1213, PAGE 413, AND PLAT BOOK 22, PAGES 9-10, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, TOGETHER W1774 ALL APPURTENANCES 7HERET0, INCLUDING AND UNDIVIDED INTEREST IN 7HE COMMON ELEMENTS AND 7HE LIMITED COMMON ELEMENTS OF SAID CONDIMINIUM AS SET FORTH IN 7HE ABOVE DESCRIBED DECLARA77ON AS AMENDED. SANFORD, FL. LONG SURVEYING, INC. DRAWN BY CHECKED BY: DLL I BRETT CER77FIED 70: DAVID AND DEBORAH HOLT LEGAL DESCRIPTION: LOT 19, MAYFAIR ound any _: (A.E —ALLEY j1-vcy A/c -AIR Y EEASEMENT EMENT B.C. — BLOCK CORNER BLK — BLOCK C.B. — CONCRETE BLOCK CB.S — CONCRETE BLOCK STRUCTURE C.M. — CONCRETE MONUMENT CONC — CONCRETE D — DEED D.E. — DRAINAGE EASEMENT E.O. P. — EDGE OF PAVEMENT F.C. C. — FOUND CROSS CUT F.F. E — FINISHED FLOOR ELEVA77ON FND — FOUND ID. — IDENTiFiCA77ON I.P. — IRON PIPE LR. — IRON ROD I.R. C. — IRON ROD & CAP L — ARC LENGTH L.B. — LAND SURVEYING BUSINESS LS — LAND SURVEYOR LE. — LANDSCAPE EASEMENT M — MEASURED M.E. — MAINTENANCE EASEMENT N&D — NAIL AND DISK P — PLAT P.E. — PEDESTRIAN EASEMENT P.C. — POINT OF CURVATURE P.C. C. — POINT OF COMPOUND CURVATURE P.C. P. — PERMANENT CONTROL POINT P.L. — PROPERTY LINE P.O. B. — POINT OF BEGINNING P.O. C. — POINT OF COMMENCEMENT P.O. L. — PANT ON LINE P.R. C. — POINT OF REVERSE CURVE P.R. M. — PERMANENT REFERENCE MONUMENT P.D. A.E. _ PRIVATE DRAINAGE AND ALLEY EASEMENT P.T. — POINT OF TANGENT R — RADIUS R/W — RIGHT OF WAY S/W — SIDEWALK ft — UTILITYEASEMENTWFS —WOOD FRAME STRUCTURE RIGHT—OF— WAY LINE rb CENTERLINE X BARB WIRE FENCE WOOD FENCE CHAIN LINK FENCE PLAS77C FENCE BEARINGS SHOWN HEREON ARE BASED UPON THE SOUTHERLY LOT LINE OF MAYFAIR COURT BEING S 15*17'43" E PER PLAT NOTES.• 1) Thls survey is based on the /ego/ description as provided by the Client 2) 7hls Surveyor has not abstracted the land shown hereon for easements, rights of way or restrictions of record which may affect the title or use of the land 3) Do not reconstruct property lines from buffdkng ties 4) No footing or overhangs have been located except as shown 5) No knprovements or utilities have been located except as drown 6) Not valid without a signature and the authenticated e/ectronlc seal or the orlglno/ raised sod of a F7orldo licensed Surveyor and Mapper Cert/ticatlon: I certify that this survey was made under my dkectlon and that It m qq1i, ihp, Inknum techn2d standards set forth by the &,{g oLP.Mslpnd Land Surm)crs and Mappers h Chopt F44 a, Administrative St Statutes. Code, pursuant;' tbo o-? No. 5910 ORID S OhACI sum/ LEON L. HAMPTON P.S.M. NO. 5910 O LOT 20 Long Sumoving, Inc. COMMUNITY NO: Specializing in Residential Surrering" 120294 LB No. 7371 PANEL;' SUFFIX 0065 F F.I. R.M. DATE 09/28/ 07 1061 S. Sun Dr. Ste. #1113 FLOOD ZONE Lake Mary, FL 32746 Office 407- 330-9717 or 407-330-9716 Fax 407- 330-9775 SURVEY NO. FIELD DATE 65763 08/ 07/15 ivitizi%laltgsllrrevi/lg.cont e. PARCEL # 33- 19- 30-300-0300—DODO N 00100100" E 77.67'[P) 1 nnYf n 7ca r 17 'fl*rA17 MAYF_AIR COURTi 30R/ W) — APPROVED PLANS Uk Aa in. 54 11 4(OLI CURVE TABLE [P] CURVE RADIUS LENGTH I DELTA C— I 324. 60' 43.33' 1 1577'43" CURVE TABLE [M] CURVE RADIUS LENGTH DELTA C-1 324. 58 43.29 157i43- T REQUIRED INSPECTION SEQUENCE 15-2615 BP# ' BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Mobile Home Tie Down Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) Address: 5 G ZO&VA41 o cc1- ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final PLUMBING / GAS PERMIT Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Gas Underground Gas Rough Gas Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final REVISED: June 2014