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150 Mayfair Ct 17-2764 Construct screen roomCITY OF SANFORD BUILDING & FIRE PREVENTION 9 2017 } PERMIT APPLICATION k, Application No: Documented Construction Value: S Job Address: 1 tJ r r ' " c lrv'istoric District: Yes No Parcel ID: 9 ( 0 O p p_o - 6 D Residential [ICommercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: L= X *ern d _ & W+m ^v- , T(Y& Plan Review Contact Person: ,,.t Title: Es. 4-1 V`s' -r Phone: r 0 / ax:.t % s3 3t r3 mail: 1h > c- ../ v v i t a Property Owner Information Name lam.f 1 &I C(A LLJ,/ &Tt Phone: ;3,9 I 3 ZP)Wb Street: Resident of property? Ue S City, State Zip: 4"1- 01 '3 7 r A S Contractor Information Name f° .' [ ...-Y C Phone: 2`1 67 ^ ( Street: t.---q / ( Fax: Lt A '% c City, State Zip: c-f;,.. F( ?. 7, J7 State License No.: Architect/Engineer Information Name:` 'v' I+ r- -e1 Phone: Street: Q O 1 If' l e-z,(Al Fl 1, V Fax: City, St, Zip: D / ioen of? n Ys & 2% E-mail: Bonding Company: Address: Mortgage Lender: 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: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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. Signature of Owner/Agent Date Signature of Contractor/Agent Date t (Ar4u,.e- Ile Print Owner/Agent's Name Print C n Sig" tUr' of o on Date Sign 4ila' Date Notary Public - State 01 flof{W Commission # FF 1813`19n + a o— 1v ail n-Im EA^1'nc gar 47, '2019 Gj,„c [hrough dational v Owner/Agent is ersonally Known Me or Contractor/Agent is ersonall Know o .Me or Produced ID Type o Produced ID Ty BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: It J25 UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: k l C U nl& I Cu c+ -'C re'eyi rmw tN&n 1 l um ea,UVIUO. e j -b H o 14 0. f y-bVoLl . Revised: June 30, 2015 Permit Application SCPA Parcel View: 33-19-30-505-0000-0260 http: //parceldetail. scpafl.org/ParcelDetailInfo. aspx?PID=331930505 00000260 Parcel Information Property Record Card Parcel: 33-19-30-505-0000-0260 Owner: LAURSEN BELINDA Property Address: 150 MAYFAIR CT SANFORD, FL 32771 Parcel 33-19- - - -0260 O er I LAURSEN BE Property Address 150 MAYFAIR CT SANFORD, FL 32771 Mailing 150 MAYFAIR CT SANFORD, FL 32771 Subdivision Name MAYFAIR VILLAS Tax D' ict S1-SANFORD DOR Use Code 04-CONDOMINIUM Exemptions 00-HOMESTEAD(2007) Legal Description Value Summary 2017 Working Values 2016 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 108,075 108,075 Depreciated EXFT Value 2,000 2,000 Land Value (Market) Land Value Ag Just/Market Value ** 110,075 110,075 Portability Adj Save Our Homes Adj 20,267 22,114 Amendment 1 Adj P&G Adj 0 0 Assessed Value 89,808 87,961 Tax Amount without SOH: $1,393.16 2016 Tax Bill Amount $949.87 Tax Estimator Save Our Homes Savings: $443.29 Does NOT INCLUDE Non Ad Valorem Assessments d 1.-of 3 8/45/2017 1?:1.1 P.M PRAGER BUILDERS, INC. 5450 Bryant Avenue • Sanford, FL 32773 Telephone: (407) 324-9960 • Fax: (407) 322-3039 State Certified: #CBC053007 www.sunroompro.com 3 43 7, ",)-C- DATE L6 kDDRESS r p 1 A \4,, /- Ci+-` / ,E- / , 7 f DIRECTIONS: `i I r A l4 P°4 ii V t' W A SCREEN: 1 /,V CATEGORY: FLAT: GABLE: TIE IN:x ROOF SIZE: Im) X&A OTYPE: t? DOORS: C:S71 KICKPLATE: JUTTERS: i n r CCt C/ WINDOW TYPE: - m FRAME. COLOR: PORCH OVERHANG: MOUSE O.H.: SOFFIT? PEAK: ^ — SIDE: c" FAN BEAMS: 5r.-"ey.,.", ` s SLAB SIZE: EXISTING SLAB: DEMO: ' '.ia^-0 VA- ELECTRICAL: '- DATE CODE: --y Ir t su]Cllroompro oM MATERIAL AND WORKMANSHIP GUARANTEED FOR 2 YEARS. INc ALS NOTE: 1) HAIRLINE CRACKING OF NEW CONCRETE SLABS IS A Contractor expressly reserves all contractors, mechanics and material COMMON OCCURRENCE. man's lien which may be asserted under any provisions of the law to 2) SPRINKLER SYSTEM MUST BE RELOCATED BY CUSTOMER./2: secure payment of the contract price and may assert and fix the same as a 3) DRAINAGE AT BASE OF ROOM IS RESPONSIBILITY OF lien upon the real property on which installation is made. HOMEOWNER. Purchaser agrees to supply electrical power at job site. 4) FLOOR MAY REQUIRE LEVELING FOR TILE INSTALLATION. A 5) OWNER IS RESPONSIBLE FOR ANY REINSPECTION FEES 1> 0 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 Email: FURNITURE.c V4, Q4 ae- b -G4- I/We have read the forgoing proposed contract and accept the same on the terms and conditions printed on the reverse side Sasstatedabove. CON CT PRICE _ Purchaser. c % D to IR t DEP SrZEstimator: dS Terms: l A) BAL. DUE J Cash, Check. 3% Convenience Fee for Credit Card transactions. Two fiill years labor and material guarantee. Permit Number: ' (5 p (j Folio/Parcel Identification Numt r: Z Prepared by: 6t, 1 Return to: C9 9 3 .jivYGRANT MALOYr SEM114OLE COUNTY 1 J CLERK OF CIRCUIT C:0>_ H & C:OMF'TROLLER BK 976 F'3 891 (1Pgs) 0773CLERK' 5 Av 2617085414 N-, 6ECORDED 08/23/2017 11:16.'10 )11 NOTICEOFCOMMENCEMEa_ G M , iEC) h a F'E:ESi.i t 2 StateofFlorida, County of Orange r IREC E . lid rig 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 proper, and str et address if available 2. General description of impcov4ment 3. Owner informafit— t -cc-- information ' sep cont act for the improvement Name I - I e,C VY— Address © , r % Interest in Property Name and address of fee simple titleholder (if different from Owner listed above) Name Address 4. Contractor Name J T leph Num r Address I I f? 5. Surety (if applicable, a copy of the payment and is attached) Name Telephone Number Address Amount of Bond $ 6. Lender Name Telephone Number Address 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7, Florida Statutes. Name Telephone Number Address 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name Telephone Number , Address 9. Expiration date of notice of commencement (the expiration date may not be before the completion of construction and final payment t st# contractor, but will be 1 year from the date of recording unless a . different date is specified) 4/ M LX r. ci WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT; "I ? 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, C NSt1L,'' e WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEM NT: u Under penalty of perjury, 1 declare that I have read the foregoing notice of commencement and that tt1''eLL facts stated in it are true to th best of my knowledge and belief. Signature of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager J S' ' P l1 // The foregoing instrument was acknowledged before me this 5—da O /"(J jL nthlyear nam erson as for Ty p u h icer, trustee, ttorney in fact Name of p rty on behalf w o ' trument was executed r7ff Si of Notary Public — a orida Pr(pntVt ,e, or sta pffMRiI5@ilq 1'G name Notary Public Notary Public - State of Florida Personally Know OR Produced ID r * = Commission # FF 181319 fae"" f roduced ;< roc My Comm. Expires Mar 27, 2019 Bonded through National Notary Assn. Form Revised: September 26, 2011 08/23/2017 08:11 4073223039 RECORD C6PY PAGE 01/04 AL51LACCH PC31'G " INNAb' ADAREVIEWED FOR CODE COMPLIANCE pLANS EXAMINER ic nTy'• I DATE- reen Room exceeds 75 MPH) olScreenlCege ( Removabie Screen -Remove Scr;en when wind speedDeSi nedt+P- -ION oi Screen/Cage (Non -Removable Screen — 9 A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 11car Port LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET Patio Cover ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT r' t h r. THE BUILDING OFFICIAL FROM THEREAFTER II I cni uQitir A CnRRFCTI PLANS, Project AddreSS: City: r -- w iL1-b:. w PRAGEsPoLDRRS INC At1L11F.,,*; 2039 CT4AIP%AiAI I City: SANFORD Zip Code:32773 ThonelFax: 407-383-95551407-322-3039 F_ m9;l:1NFO@P>2AGERSUILDERS.COM Fed l Ej No of Copies ChOOSe One: Meii Pick Up For FedEc option got to wwW.aluminumscreende' n.com sandprovide FedEx acetiuni #) payment: Check[] Credit Card credit card) x(lror Credit Card option go to alumin ms eende ' n_Q0M to pay by Engineering prepared by. SANFORD yagm 7_ 2764 MEN #"%,k47509) l: ngireer. Michael Thompson, M$C, 52w Vineland Road _Suite 2.50, oiiando_FL92811 08/23/2017 08:11 4073223039 P PAGE 03/04 sw 114 aanNft10ft. . ULLUMINUM SCREEN DESIGN was In p„uminutTt & CO, n,tnse wind peed tniph}: Isaa exposed Category. C WIsk Category. u m , screen R . Insulated Pan l-aof El Wall: Block[]Conventional[] Fast;a To Play: Kick Plate` uprights X p l Aj_ 1 Pool SrmenlCatge: Mansard[] Dome EI Gable[] Conventional[] Gutter] wall: Block[] x Purlin Beams _.,_. —. Uprights ,...._ Car Porgy: PanInSLlil'd ---I C'c n•«ntit nrll Fascia lnrall. Iv:i+ Fast Beams-- w _ Patio Cover: PanInsulated Conventional[] Fascia wall: Biack Beans Post Pavers Concrote, . 4 Slate Fier[, F.XIS ting iV nf' Other: Iff-WAS DAh"M nUffl I i20"rUC4iL" 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 (5`' Edition) Aluminum Design Manual 2010 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 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 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 t A':; D rnin Srfi S C o n Siftic' iOn E1ty:.e e 3 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 B18.6.4 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'-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 1/4" 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 Al85 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. 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 E E I x I AlnF S DA .,.rrs.r.rr s ,_.,rr rr.gr 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 Beam -Size Max Beam Span & Max Column Spacing Column -Size Max Column -Height Pan Roof Span Insulated Roof Span 2 X 3 6'-0" 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" 2 x 5 9'-0" 2 X 6 12'-0" 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. 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 In the event of a conflict in member sizes shown on the plans and the general notes, the contractor must utilize the more stringent member size requirements, rc s 08/23/2017 08:11 4073223039 P PAGE 02/04 PRA.GER BUILDERS,IN 5450 Bryant Avenge • Sanford, FL 32773 Telepbone: (407) 324-9960 • k'az: (407) 322-3039 State Certified: #CBC053007 www.sanmjnpro.com A ME o J # DArE EJ t J'-- F 1AD SS Q T ARECTIONS: MFF-N: /.P/ Y CATEGORY. r. r A DT C. TfG r1S• t 1 ROOF =Et i XtsZ ChYPE: > J r DOORS: KICKPLATE: GUTTERS: / h e C, WINDOW TYPE: FRAME COLOR: PORCH OVER ANG: f s itOUS6O.rL: f SOFFM PEAK: ^' SIDE: AN BEAMS: 7 '5.", r SLAB SIZE: 4- EXISTING SLAB: 011M0: ! C Yh -(I V k 'Ci tr{gaa ELECTRICAL• "9- 4; 1/1 91,161 `?;P77f t o r, ( L 0 If p t vrfl rj/ p V' k Q 7 OATECODE: -E- DUI1Y9 .su nr.00mproxoni rumu MATFRIAL AND WORKMANSHIP GUARANTEED FOR 2YFARS. NOM 1) HAkRLINE CRACKING OF NEW CONCRETE SLABS IS A N 1A Contactor cxprmly tese m all cot —Ts, . K* r. and adwdai many iim which may be assured under any provisions of the raw to COMMON OCCURRENCE. 2) SPMNKLl it SYSMI Iv W BE RELOCATED BY CUSTcMER/ZpE wum payment of the cpeaaq prion wad may snot and fix the same as a 3) DRAINAGE AT BASE OF ROOM IS RESPONSIBILITY OF A upon dte tcal property on which katgj ation is made- HOMEOWNER Pmchwer sVus io supply elaarisal power at job site, 4) FLOOR MAY REQUIRE LEVELING FOR TILE INS &LLATION. A 5) OWNER IS RESPONSIBLE FORANY RBIIdSP FEES MrfDUETOINACCE55TB1,I..i'[Y OR MISSING PER1ufTL 6) HOMEOWNER IS RESPONSIBLE FOR 50A OR ARC APPROV 7) An WORK AREAS MUSE BE FREE OF DEBRIS AM Email: FURNITURE. IJWe have read the forgoing pmposea ton"ct sad aeeapt the same on the terms and conditions printed on the rcvmc side as stated above. _ tt pnrchastr: O .3. 1 Dgte of Tetms: 111)r YYYY ash. Check_ 3% Convenience Fee for Credit Card transactions. Tivo foil yems labor and matmisil gaatant". 0 ALUMINUM SCREENDESIGNYINSULATEDETRED FASCIA IS ATTACHED TO 3" C CHANNEL IS TO BLOCK STRUCURE ROOF WI H # 0 11" 6" 6" FROM ENDS 24' O C. & OD3" INSULATED ROOF WITH 6H10/1" PER SIDE FROM ENDS 24" O.C. EXTRUDED GUTTER IS ATTACHED 3" INSULATED ROOF WITH #10 1 " 6" FROM ENDS 24" O.C. ROOF IS ATTACHED TO FRONT WALL WITH (4) #10 4" PER PANEL 2X2 POST .046 OR GREATER 2 HINGE 2X2 FRONT WALL TOP PLATE HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH 410 1" 6" FROM ENDS 24" O. KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. ALUMINUMSCREENDESIGN.COM ALLMINUMSCREENDESIGN @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. CHAIR RAIL IS ATTACHED TO UPRIGHTS WITH EITHER: BLIND SCREWED WITH (3) #10 3" OR, CAPRI CLIPPED WITH (4) #10 1 " PER CLIP OR BLIND CLIPPED WITH (4) #10 1 " PER CLIP UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 2" OR, CAPRI CLIPPED WITH (4) #10 1" PER CLIP & BLIND CLIPPED WITH (4) #10 1" PER CLIP DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH INSULATED ROOF IS ATTACHED TO LUMINUM STRUCTURE WITH #10 4" FROM ENDS 24" O.C. 2X2 SIDE WALL TOP PLATE 1X2 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 3X2 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. MICHAEL THOMPSON 4401 VINELAND ROAD THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) OF THE 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 SUITE A6 ORLANDO, FL 32811 47509 30930 111 ... I ii i 1' I '' i i ' SUPPORT BEAM TO SIDE WALL DETAIL 0 2X6 SUPPORT BEAM 0 0 0 3X3 POSTS ARE ATTACHED TO 2X6 BEAM 2 3/8" X 3 1/2" CARRIAGE BOLTS TYP. 3X3 POST IS ATTACHED TO BRACKET WITH 1 3/8" X 3 1/2" CARRIAGE BOLTS BRACKET FROM 3X3 IS ATTACHED TO CONCRETE WITH 2 1/4" X 2" TAPCONS TYP. CONCRETE ROOF IS ATTACHED TO SUPPORT BEAM WITH (4) #10 4" PER PANEL INSULATED FILLIN PANEL C-CHANNEL IS ATTACHED TO ALUMINUM STRUCTURE W/ A #10 1" & TO CONCRETE W/ 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. B C-CHANNEL IS ATTACHED TO INSULATED PANEL W/ 10 1" 6" FROM ENDS 18" O.C. ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON ALLTIv]QNUMSCREENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE A6@YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) PHONE: 407-734-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND R ANEtO 32811 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. . # 4.7509FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS (r-A#3 093 0 N W ,X E s 30 R'APLIC SCALE UNPLA.TTED PER PLAT) BOUNDARY SURVEY PROPERTY DESCRIPTION: LOT 26, MAYFAIR VILLAS, ACCORDING TO THE PLAT THEREOF ASRECORDEDINPLATBOOK22, PAGES 9 AND 10, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. ZONING DATE El- O2 L _ l DELTA/CENTRAL ANGLE AiC = AIR CONDITIONER BB = BEARING BASIS CALCULATED GHOrD CHORD BEARING CP = CONCRETE BLOCK WALL LI = CONCRETE MONUMENT A - CORNER NOT ACCESSIBLE It'll = C.CNf BETE COVERED A>PHAI.T BRICK 1 } PAVERS V LINE BREAK CENTEPLINE n' SSA --- R9;H T—OF—WA'/ LINE BUILDING SETBACK LINE PVC -VINYL FENCE/VFO—_-_°--O--O-----o-- WOOD FENCE/WF. O OHI_7 CHAIN LINK FENCE/CLF OVERHEAD UTILITY LINES FLOOD ZONE INFORMATION MAP NUMBER: 12117E (O F DA T`: 6k i c0 ls` ,cvc+ Q'x 1a` SCY1eeo Ir'ao" wiA' NA It' rn Q rn Se 40 a c_ S S oW S cre e v, 41, LOT 25 O LOT 27 D = DESCRIBED d/b/o = DOING BUSINESS ROB = POINT OF BEGINNING D.E. = DRAINAGE EASEMENT POC = POINT OF COMMENCEMENT D.U.E. = DRAINAGE & UTILITY EASEMENT ROL = POINT ON LINE EOP = EDGE OF PAVEMENT PRC = POINT OF REVERSE CURVATURE EOW = EDGE OF WATER PERMANENT REFERENCE MONUMENT F = FIELD PSM = PROFESSIONAL SURVEYOR & MAPPER FF ELEV = FINISHED FLOOR ELEVATION PT = POINT OF TANGENT I.D. = IDENTIFICATION R = RADIUS I.R. = IRON ROD PAID = RADIAL I.P. = IRON PIPE RP = RADIUS POINT L = ARC LENGTH R/W = RIGHT OF WAY LS = LAND SURVEYOR S/W = SIDEWALK LB = LAND SURVEYING, BUSINESS 1BD = TO BE DETERMINED M = MEASURED TOB = TOP OF BANK NR = NON -RADIAL TYP) = TYPICAL OR. = OFFICIAL RECORDS U.R. = UTILITY ROOM P = PLAT U.E. = UTILITY EASEMENT PC = POINT OF CURVATURE WM = WATER METER PCC = POINT OF COMPOUND CURVATURE WPP = WOOD POWER POLE PCP = PERMANENT CONTROL POINT PI = POINT OF INTERSECTION UTILITY POLE 0 = SET 1/2" 1R. & CAP LB y7020 0) = FOUND PROPERTY CORNER FOUND CONCRETE MONUMENT D = WELL I] Q = UTILITY RISER GAS METER C = RECLAIMED WATER GUYWIRE 1 VALVELIGHT POLE = FIRE HYnRAnI 1O-(P&Ni) 4'47'26" R=600.00' L= 50.1 7' CH=50.15' CB=N04'38'54"W 20-(P&M) 4*46'34" R = 600.00' L=50.01' CH=50.00' CB=N00'07'44"E NOTES: 1: THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION ASPROVIDEDBYTHECLIENT. 2: THIS SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHTS OF WAY ORRESTRICTIONSOFRECORDWHICHMAYAFFECTTHETITLEORUSEOFTHELAND. iddBLIi1i1ill" Code Online -_, r C corhttps://www.floridabuilding.org/pr/pr_app_lst.aspx BCIS Home Log In 2 ram- User Registration Hot Topics Submit Surcharge Stats & Facts I Publications FBC Sti Product Approval USER: Public'User Product_A.pproval Menu > Product. or Applict_ipn_Seareh > Application List Search Criteria Code Version 2014 Application Type L Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Search Results - Applications Type i Manufacturer FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure Vi FL2291_..-_R9 Rd ision Four Seasons Building Products Tr History ` Category: Roofing (9 Subcategory: Products Introduced as a Result of New Technology Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commisf on if necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-182 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessib Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, pleas Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide they have one. The emails provided may be used for official communication with the licensee. However email addresses supply a personal address, please provide the Department with an email address which can be made available to the public Chapter 455, F.S., please click here Product Approval Accepts: Cl WIN Ed I Credit Caard Safe 7/6/17, 11:58 Al i I 0 Em 0 EPS FOAM CORE ROOF PANELEPSFOA TO WOOD: (2) V14"0 LAG SCREWS WITH 1%2" MIN. THREAD PENETRATION TO EXISTING WOOD HOST (G=0.55 OR BETTER), 3/," ,1IN. EDGE DISTANCE, SPACED AT 6" O.C. MAX. TO CONCRETE: (2) 4"0 ITW STAINLESS STEEL TAPCONS with 1%" MIN. EMBED. TO EXISTING 3192PSI NON -CRACKED CONCRETE HOST, 2Y/2" MIN. EDGE DISTANCE, SPACED AT 12" O.C. MAX. 1W" MIN PROVIDE 1%2" MIN. SPACING BETWEEN ANCHORS IN EACH PAIR, TYP. EXISTING HOST STRUCTURE BY OTHERS, TYP. PANEL DEPTH 4' MAX WIDTH PER INTERLOCKING PANEL 1/4" PER FOOT MIN SLOPE) v EPS CORE (1.0 PCF) 0 0 0 0 0.024" OR 0.030" ALUM OR 26ga ; STEEL TOP & BOTTOM i FACINGS C-CHANNEL, MIN 0.045" HOLLOW BLOCK: (2) Y/4"O ITW THICK (6063-T6 ALUM) ! STAINLESS STEEL TAPCONS WITH 1 %a" CLEAR SPAN (L) INSIDE TO INSIDE _ l MIN. EMBED, TO EXISTING HOLLOW BLOCK, 2Y2" MIN. EDGE DISTANCE, #8x9/6' SAE GRADE 5 SMS AT 6" SPACED AT 6" O.C. MAX_ O.C. MIN. TOP & BOTTOM, TYP. 1 ROOF PANEL/SPAN DETAIL N.T.S. VERT SECTION MAXIMUM .ALLOWABLE CLEAR SPAN TABLE 6nnc n»Q crRFFN WA1 LS AND PATIO COVERS:_ 3" Panels 4" Panets 6 Panels Wi Speedift 110 MPH. ! 110 MPH ! 110 MPH ad or B 1 9 PSF C 10 PSF D 13 PSF Deflection Limit U... ) 120 120 120 0.024" AlumSkin 'Alum 1- LB EPS 15'- 11 15'- 2" 14'- 1" 14'- 11" 14'- 3" 13'- 4" 13 6" 12'- 7" 13'- 6" 12'- 9" 11'- 12" 13'- 2" 12'- 3" 11' 6" 12'- 8" 11'- 11 11'- 2" 12'- 4" 11'- 9" 10'- 12 12'- 2" 1 T-6" 1 ' 9,. 11'- 12" 11'- 3" 10'- T' 11'- 2" 10'- 5" 9'- 1" 11' 4- 10'- 51, 11' 1" 0. 030" Skin j Steel 1- LB EPS ! 1-LB 18'- 6" 1T- 7" ! 16'- 4" 1T- 4" i 16'- 6" 16- 5" j 15'- 8" 14'- 7"13'-2" 15'- 8" 14'- 9" 13'- 1T' 15'- 3" 14'- 2" 13'- 4" 14'- 8" 13'- 10" 12' 12" 14'- 4" 13'- 7" 12'- 9" 14'- 1" 13'- 4" 12'- 6" 13'- 11" I 13'_ 1„ 12'- 2" 11'- 11" 11- 11 10'- 7" 11'- 11 i 1 V-11• 11- 10 26GA Skin EPS 19'- 8" 18'- 8" IT- 4- 18'- 6" 17'- 7" 16- 5" 16'- 8" 16'- 8" 15'- 9" 14'- 5" 16'- 3" 14'- 11" 13'- 7" 15'- 8" 14' 4" 13' 0" 16- 2" 13'- l2" 12' 8" 14'- 9" 13'- 7" 12'- 4" 14- 5 13'- 2" IV- 11" 11'- 9" 11'- 9" 1 T_3" 11'- 9" 11 8" 0. 024" (') plum Skin 1. 5-LB EPS 16'- 8" 15'- 10" 15'- 7" 14'- 1" 12'- 6" 13'- 9" 12'- 9" 12'- 0" 12'- 5" 11'- 8" 12' A1" 12'- T 1T- 6" 12'- 9" 12'- 0" 1 V-3" 12 6 11, 4, 11'- 1" 12'- D" 10'- 11" 9. 6„ g•_ 6" 0. 024" Alum Skin 1- LB EPS 1T- 11" 16'- 8" 17'- 9" 14'- 11" 16'- 0" 14'- 3" 15'- 7" 14'- 6" 13'- 7" 15'- 0" 14' 1" 13'- V' 14'- 8" 13'- 11" 13'- 0" 14'- 5" 13'- 7" 12 9„ 14'- 2" 13'- 4" 12'- 6'• 12'- 0" 12'- 4" 10'- 10" 10'- 10" 0. 030" Alum Skin I 1-LB EPS 2D,_ 5" 17'- 11" 17. 3„ 16'- 1" 16- 3" 15'- 4" 16'- 10" j 15' 8" 14'- 8" 16'- 2" 14'- 4" 15'- 10" i 14'-12" 14'- 1" 15'- 7" 14'- 8" 13'- 9" 15- 4' 14'- 5" I 13'-6" 12'- 0" 13'- 4" 11'- 8" 11'- 8" 13'- 3" 26ga Steel Skin 1- LB EPS 23'- 0- 20'- 8" 17'- 7" 17- 11" 16'- 5" 18'- 10" 16'- 11" 1T- 9" 14'- 9" 1T- 2" 15'- 10" 14'- 5" 16'- 9" 15'- 4" 13'- 11" 1 6'-4" 14'- 11" 13'- 7' 12'- 0" 13'- 4" 13'- 4" 13'- 4" 13'- 2" 0. 024" Alum Skin: 1- LB EPS 23,_ 0. 27- 8" 19-- 1" 17'- 12" 19. 8" 18'- 4" 18'- 12" 16'- 5" 18'- 7" 17'- 7" 15'- 12" 18'- 3" 17'- 1" 0. 030" Alum Skin 1- LB EPS 23'- 0" 23'- 0" 22'- 2" 20'- 1" 20'- T 19'- 4" 19'- 12" 1T- 8" 19'- 6" 1T- 3" 18- 2^ 269a Steel Skin 1- L8 EPS 23'- 0" 23'- 0" 23'- 0" 22- 9" 23'- 0" 21'- 6" 22'- 7" 20'- 7" 18'- 9" 21' 10" 20- - 1" 18'- 3" 2g 6" 120 MPH B 11 PSF 120 120 MPH C 1." PSF 120 120 MPH D I 15 PSF 120 130 MPH B ! 12 PSF 120 130 MPH C 14 PSF 120 130 MPH D ! 17 PSF 120 140 MPH B ! 14 PSF 120 140 MPH C j 17 PSF 120 140 MPH D 20 PSF 120 150 MPH B 15 PSF 120 150 MPH C j 19 PSF 120 1 0 MPH D 23 PSF 120 156 MPH B 17 PSF 120 156 MPH C 21 PSF 120 156 MPH D 25 PSF 120 160 MPH B j 18 PSF : 120 160 MPH : C i 22 PSF 120 160 MPH D 26 PSF 120 165 MPH B i 19 PSF 120 165 MPH C 23 PSF 120 1 65 MPH C 28 PS F 1 zo 170 MPH B 20 PSF 120 170 MPH C ! 24 PSF 120 170 MPH D 29 PSF 120 170 MPH t C 30 PSF ' 60 170 MPH C 30 PSF' 120 170 C 30 PSF ' 180 175 M t C 30 PSF ' 80 175 MPH C ; 30 PSF' 120 17 175 M HT ' D ! 31 PSF 80 15'- 6" 16'-9" 1T-9" 1" 1T12" 18' 1 zo' s° 16,_ 7" 1T-9" 1 15'- 1" 16'-3" 12' 0" 12'-0" 15'- 11" 13'- 8" 14'-5" 1T411T- 3" 7'-3"" 12'- 0" 16'- 11" 13' 8" 14'-5" 14' 8" 15--10" 16'- 9" 16'- 9" 175 MPH D 3' PSF 120" 1 OV 36" 25 WIC 2. 3. j MAXIMUM ALLOWABLE CLEAR SPAN TABLE a ROOFS OVER ENCLUSttu SUwKUUM Hvul i tUlv: Wind Speed Expo. p sure Live Load BJor U liftP Deflection Limit U ) 3" Panels 0.024" 0.030" 269a Steel. 0.024" C) Alum Skin Alum Skin , Skin Alum Skin 1-LB EPS ' 1•LB EPS 1-LB EPS '1.5-LB EPS 0.024" Alum Skin 1-LB EPS 4" Panels 0.030" Alum Skin 1-LB EPS 26ga Steel Skin 1-LB EPS 0.024" Alum Skin 1-LB EPS 6'anelsP..... 0.030" Alum Skin 1-LB EPS 26ga Steel Skin 1-LB EPS 100 MPH B 13 PSF 120 13'-11" 16'-2" 17'-2" 14'-7" 16'-6" 17'•10" 20'-4" 20'-11" 21'-12" 23'-0" 100 MPH B 13 PSF 180 12'-2" 14'-1" 15' 0" 12'-9" 14'-5" 15'-7" 1T-9" 18'-3" 19'-2" 22'-4" 100 MPH a 13 PSF 240 11' 1" 12'-10" 13' 8" 11'-7" iV-V 14'-2" 16'-2" 16'-7" 17*-5" 20' 4" 100 MPH C 16 PSF 120 13'-1" 15'_2" 16'-2" 13'-81, 15' 6" 16'-9' 18'-8" 19•_7„ 20'-7" 23'-0" 100 MPH C 16 PSF 180 11'-5" 13'•3" 14'-1" 11'-11" 13'-6" 14'-7 100 MPH C 16 PSF 240 10'4" 1 12--1" 12'-10" 10'-10" 12'-4" 13'-3" 15'-2" 15'-7" 16.4" _ 19'-1" 100 MPH D 19 PSF 120 12'-3" 14'-3" 14' 11" 12'-10" 14'-8" 15'-8" 16-11 18'-4" 19' 4" 21'-6" 100 MPH D 19 PSF 180 10%8" 12' 5" 13' 3" 11'-2" 12 8 13'-8" 15'-8" 16-1" 16'-11 19'-8' 100 MPH D 19 PSF 240 9'-9" 11'-3" 12'-0" 10'-2" 11'-6" 12'-5" 14' 2" 14' 7" 157-4' 17'-10" 110 MPH B 16 PSF 120 13'-1" 15'_2" 16'_2" 13'-8" 16-6" 16'-8' 18'-7" 19'-7" 20'-7" 23'-0" 110 MPH B 16 PSF 180 11'-5" 13'-3" 14'-1" 1 V-1 V 13' 6" 14'-7" 16' 8" 17'-1" 1 T-12' 20' 12" T 110 MPH B 16 PSF 240 10'-4" 12'-0" 12'-10" 10'-10' 12'-3" 13'-3" 15'-2" 15'-6" 16' 4" 19' 1 ' -.. 110 MPH C 19 PSF 120 ( 12' 3" j 14'-3" 14'-11" IT-10" 14'-6" 15'-8" 16-11" 18' 4" 19'-4" 21' 6' v 110 MPH C 19 PSF 180 10'-8" 12'-5" 13'-3" 11'-2" 12'-8" 13'-8" 15'-8" i6'-1" 16-11' 19141 110 MPH C 19 PSF 24o j 9'-9" j 11'-3" 12'-0" 10'-2" 11' 6" 12'-5" 14'-3" 14. 7" 15'-4" 1,T-11" _.. 110 MPH D 23 PSF 120 11'-6" 13'-4" 13'-6" IV-12" 13'.7" 14'-8" 15'-4" 19'-6" 110 MPH D 23 PSF 180 10'-0" 11' 8" 12'-5" 1U-6" 11'-11" 12'-10' 1 14'-8" 15'-0" 15-10 18'-5" y i 110 MPH D 23 PSF 240 9'-1" 10'-7" 11'-3" 9'•6" to'-10" 1 T_8" 13'-4" 13'-8" 14'-5" 16'-9" MPH B 19 PSF 120 1 12'-4" 1 14' 4" 15'-1" 12'-11" 14'-7" 15'_9" 2_— r- 120 120 MPH B 19 PSF 180 10'-9" i 12'-6" 13' 4" 11'4' 12 9" IT-9" 15' 9" 16'-2" 16-12" 19'-10" 120 MPH B 19 PSF 240 9'-9" 11'_4„ 12'-1" 10' 3" 11'-7" 12'-6" 1 14'-4" 14'_8" 15'-5' 17'-12_ 1 120 MPH C 22 PSF 120 11'-7" j 13'-5" 13'-8" 12'-1" 13' 9" 14'-9" I 15'-6" 17'-3" 18'-3 19_9" 120 MPH C 22 PSF 180 10'-1" 1 11'-9" 12'-6" 10'-7" 11'-12" 12'-11" 14'-9" 15'-2" 15'-11" 18'-7 120 MPH C 22 PSF 240 9'-2" 10'-8" 11'_4" 9'_7" 10'-11" 11'-91, i 13'-5" 13'-9" 14 -6 1 G' 120 MPH D 27 PSF 120 10'-10" 12'-7" 12'-5" 11'4' 12'-i V, 13'-10" 14'-1" 15-8" 16'-11 ' 17'-11 mw 120 MPH D 27 PSF 180 9'-6" 10'-12" 11'-8" 9'-11" 11'-3" 12'4" 1 13'-10" 14'-2" 14'-11" 17'-5" 120 MPH D 27 PSF 240 8' 7" I 9'-12" 7" 10-8" V-12" 2-." 10'" 1U12" 12' IZ-11 13' 7" 10" 15' "-J 130 MPH B 22 PSF 120 11'-8" 1 13'-7" IS-11" 12'.2" 13'-10" 14'A1" 15' 9" 17'-6" 18'-5" 20' 0" 130 MPH B 22 PSF 180 j 10'-2" 11'A0" 12'_7' 10'-8" 12'-1" i3' 1" 14-11" 15'4" 16'-1 18'-9" 130 MPH B 22 PSF 240 i 9'-3" 10'-9" 11'-5 9'-8" 10'-12" 1 V-10" i 13'-7" 13'-11" 14'-8" 17' 1" 130 MPH C 26 PSF 120 j 1712" 12'-9" 12'•8" 11'-5" 12'-12" 14'4" 1 14'-4' 15'-11" 17' 2" 18'-2" 1 130 MPH C 26 PSF 180 1 9'-7" 11'-1" 11'-10" 10'-0" 11'-4" 12'4" 1 13'-12" 14'-4" 15'-1" 17'-7" 1 130 MPH C 26 PSF 240 8'-8" 10' 1" 101.91. 9'-1" 101-4" 11'•1' 12'-9" 1 13'-1" 13'4" 15-12" 130 MPH D 32 PSF 120 10'-3" 11 -7" 1V-5" 10'-9" 12.1" 13'-0" 12-12 14'-5" 15'-7 16'-6" 130 MPH D 32 PSF 180 1 8-12" 10-5" 11'-1" 9'-5" 10'-8" 11' 6" 12' 12" 13' 5" 14'-2 16' 6" ' i 130 MPH D 32 PSF 240 1 8'-2" 9'_6" 10'-1" 8'-6" 9'4" 10' S" 11'-11" 12'-3" 12'-10" 14'-12" 140 MPH B 25 PSF 120 11 2 12'-11" 12'-11" 11'-B' 13' 2" 14 3 14' 8" 16'-3" 1T-7" 18' 7" 140 MPH 140 MPH B B 25 PSF 25 PSF 180 240 9 9 8' 10, 11'-3" 10'-3" 12'-0" 10' 11" 10'-2' 9'-3" 11 -6" 10%6" 12 5 11 -3" 14'-2" 17-11" 14'_7" 13' 3" 15 4" 13'-11 17.10' 140 MPH C 30 PSF 120 10'.5" 1 11'-11" 71' 9" 10'-17" 12'.5" 13'-4" 13'-4" 14'-9" 15-12" 1n' 11„- 140 MPH C 30 PSF 180 9'-1" 10'-7" 11'-3" 9'-6' 10'-10" 11'-8.' 1 13' 4" 13'-8" 14 5" 169" 140 MPH C 30 PSF 240 8'-3" i 9'-7" 10'-3" 8'-8" 9'-10" 10'-7" 1 12'-1" 12'-5" IT-1" 140 MPH D 37 PSF 120 9'-9" 10'-10" 10'-8" 10'-3" 11'-3" 12'-1" 12'-1" 13'-5" 14'-6" 140 MPH D 37 PSF 180 8'-7" I 9'-11" 10'-7" 8'-11" 10' 2" 1U-11" 12'•1" 12'-10" 13' 6" 15'-4" 140 MPH D 37 PSF 240 7'-9" 9'-0" 9-7" 8'-1" 9 2" 9' 11" 11'-4" 11'-8" 12'_3" 14'-3" TABLE NOTES: 1. ALLOWABLE CLEAR SPAN CALCULATIONS BASED ON ASCE 7-10 FIGURE 26.5-1c, RISK CATEGORY I, 10 PSF MIN LOAD. EXP 'B' PRESSURES VALID UP TO 30' MRH. EXP'C' & EXP'D' PRESSURES VALID UP TO 15' MRH ONLY. 2. DEFLECTION LIMIT AS NOTED IN CLEAR SPAN TABLES, 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). 5. ( t) INDICATES ROWS FOR USE WITHIN THE HVHZ ONLY. DEFLECTION LIMITS CONSIDERED FOR USE IN THE HVHZ ARE: 5. 1. L/80 FOR SPANS 1512'-0" 5. 2. L/180 FOR SPANS > 12'-0" TABLES l 1. CHOOSE TYPE OF ENCLOSURE TO BE COVERED SCREENED WALLS, OR FULLY ENCLOSED). 2. VERIFY APPROPRIATE ALLOWABLE LIVE LOAD, WIND SPEED AND EXPOSURE CATEGORY WITH GOVERNING MUNICIPALITY AND BUILDING CODES IN EFFECT FOR THE PROJECT LOCATION USING FLORIDA BUILDING CODE, 3. FIND ALLOWABLE COMPOSITE PANEL CLEAR SPAN IN TABLES FOR APPROPRIATE PANEL DEPTH, FACING THICKNESS, AND EPS CORE DENSITY SELECTED. 4. ANCHOR COMPOSITE PANELS TO EXISTING HOST STRUCTURE AND EXISTING SUPPORTING MEMBERS AS ILLUSTRATED HEREIN. CLEAR SPAN DIRECTIVE: Product Approval Specification Form Permit # Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Sliding Sectional Roll U Automatic Other 2..Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 i Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofin P.S. Ro5Panels ioV/ dIS it t / ents Other June 2014 4• 1. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other L6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 R1EQU][]IaIED INSPECTION SEQUENCE 1Rpa klI 7.-7G&a! Addiress: K-0 Nkh.-4FA, f2 _ Cv- BUILDING PERMIT min 1M ax ., Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our 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 Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) JELECTRICA•L JP.E'RMIT Min Max I[ns ection Descrn tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final i, 15 NIln OWNI `` F43tC'.0 Max M, \04 ,L:,TtGioC''V wS Ins ection Descrn tn®n Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final i i• ns i , I I'P III 3l i s , I il•t. 1 P.. Mechanical Rough 7Mechanical Final 1• r llY 1j, L.•. ti 4`T 5 77 1t Jih. ..Py!u ;j,:. V.V .::; L.42•/:.LI\i•l. . ,. .Vn: .0 Cv,_ :t'I):: i JI•iSig r :mr#,![r% rr`/' W£:p.u• A.v t+t'5.u,;y ,.tllafrw;j• s:_c.CJ,lY.: o u.,/? iMWwWJ)LC .} 5i'. ... J :f: } III I4 i , 1 I'4 III Description. Gas Underground REVISED: June 2014