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364 Fairfield Dr - BR08-002002 (SCREEN ROOM) DOCUMENTS (2)I RECEIVED s Crff OF SANFORD PERMIT APPLICATION JUN y 32008 Application # : 6 ` Submittal Date: Job Address:[O/ Gj / Value of Work: $ Parcel ID: f / / a©D oning: Historic District: Description of Work: % X3 i/ 3W "IoA Square Footage: 9 ............ 0............... Permit Type: Building X Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair - Residential Commercial Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) Property Owner: IZ-Z-I 1V Contractor: / V Address: 31/ /e-f Address:3 3a 7 7 GZ -7i=0 Phone: Q E-mail: '—" Phone. 4/ 3D74ta a License Number: 1 J/G(77 Bonding Company: Address: Mortgage Lender•! Address: Architect/ Engineer: U P-'t1 Phone: ru Y40 z/ou Address: D1 6AZZ D -i Lf - 40 Fax: D Plan Review Contact Person: rT L L- Phon0Xe 3r 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 ail 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 . e req i ents of Flo 'da Lien Law, FS 713. ignature of Owner/Agent C T Date Signature of Contractor/Agent Date H W4? AWL 1-71,0 Print er/Ag '"a,,e tractor/Ag 's N LS gnatureofNotary -State f Florida Date Signature of Notary -Slat of Florida Date esQ4 la ss N' Y p V ANN V. THMS ALICE D: PACITTI r ` t % Nt#ary Pttl c - Sty d Fluids Notary Public • State of FWft C40nunbsion EXPdres Nov 30. • s My calwal mt EWOMO Jmu 28, 201.. Co , 3tie o APPROVALS: ZONING: UTIL: FD: ENG: BLDG: Z Special Conditions: Q TT DORev07.07 T51 . Application # Job Address: RECEIVED CITY F FORD PERMIT APPLICATION JUN q 3 27 008 Submittal Date: Value of Work: $ % / 0 Parcel ID: _.b/ — Q= 3//a 40OD —WwZoning 7 Historic District: Description of Work. / H X31 / '" /" Square Footage: Permit Type: Building (< Electrical Mechanical Plumbing ' Fire Sprinkler/Alarm Pool Sign Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement O New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: #doff Water Closets Plumbing Repair — Residential Commercial Occupancy Type: ResidentialW` Commercial Industrial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) Property Owner: •/_ /!Z1 %// 1 r-Contractor Address: 31d,/ /'/7 /e-f /L Address: 7 7 Z Phone: Q E-mail: Phonel.:WtlOeXMI License Number: Bonding Company: Mortgage Lender.•' — Address: Address: _ Architect/Engineer: M/a/e- L%1M1 _ j Phone: _7/} 10OQ Address: 661 tAi A1V146^)a1'1A cc p n/ _ Plan Review Contact Person: L Phone O S354J -E-mail• 4 alldP,i aitCrJ .Grrl'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 pnor 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 a req ' ents of Flo "da Lien Law, FS 713. tignature of Owner/Agent Date Signature of Contractor/Agent Date fa-Nt tbJ Agnatw-c er/Ag 's ame tractorlAg 's N of Notary -State of Florida Date Sfgnature of Notary -Slat of Flo tda Date y P ANN V. TNOIYVIS ,a Y'>' r, ALICE 0. PACITTI r h Notary Public - SM! d Faft i ` bs NOAry Public • Stela of FWWaNcw3D' ' f Alp CoRruNt m Ex*Omw On . 201 t i e o Q(O Q C o APPROVALS• ZO` NING: I1 : FD: ENO: BLDG: Special Conditio s: xi4{-incr wacrdre- slab No } fo c lit, addihoiiaQ cpmrL4t surface Rev 07.07 0 In POWER OF ATTORNEY Date: n I hereby name and appoint 401 Of UI to be my lawful attorney In fact to act for me and apply to the &77/ Building Department for a Me/) I-y permit For work to be performed at a location described as: Section Township Range / Lot Block Subdivision LA S Owner of Property and Address) and to sign my name and do all things necessary to this appointment. Type or P4113PName o Register or yertified Contractor and Contractor's License Number f Signature of Register or Certified Contractor The foregoing instrument was acknowledged before me this 10Yday of JUMt of 20 V d By Who is personally known to me/who produced . L , 15Z (Dgi CQ t 3o yb As identification and who did not take oath. y4g11 a State of Florida County of otary Public; _ MICE D. PACITTI Notwy Pt - State of FW6 wC.owamlle<slon S CD MMyifwoaouNd1N I loll III 11111111111 11l 11 III 11111111110I 11111111/1 Ili 111111 Illl MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY NOTICE OF COMMENCEMENT BK 07016 Pg. 10581 (lpg) a CLERK'S #` '2008071938 Permit No. _ mil nUD C7`> .. RECORDED 06/20/9008 03s26100 PM Parcel ID: ,TRECORDING FEES 10.00 StateofFloridaCounty of Seminole RECORDED BY T S®ith 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 ro erty: (legal description of the property and street a dress if 2. General description of improvement: 3. Owner Information a. Name and address: b. Interest in property: c. Name and address of fee simple titleholder (if other than owner) 4. Contractor a. Name and address:, b. Phone Number: 5. Surety a. Name and address: b. Amount of bond $ . c. Phone Number: '--' 6. Lender a. Name and address: b. Phone Number: O 44ARYA, NNE MOR.SE C NTY tQ IDA 7. Persons within the State of Florida designated by Owner upon whom notices or other documents. may be served as p&X ded by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone Number: — 8. In addition to himself or herself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.1.30) (b), Florida Statutes: a. Name and address: —" b. Phone Number: 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF.THE NOTINCE 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 CO M NCEMENT. p MIS !NS Rllt t.1T1 1 REPARED BY: ';?iL, t2c l Z tgnature of Owner or Owner's Auth . nzed AM, M - Officer/Director/Partner/Manager Signatory' s Title/Office The foregoing instrument was acknowledged befor a this ff day of . , 20 Of by tes+, Al r i i• name of person) v (type of authority ...e.g. officer, trustee, attorney in fart) fa AA-) (name of party on behalf of whom instrument was executed). Signature of Notary Public, State; of Florida Commission Expires: MN V. THOW e iVotary Pu* Sft of Fbift E*= Nov 80, 2009 loll Commi bn 0 OD495501 8on d Netia ai M Assn, Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 IZ I DAVID JOHNSON. CFA. ASA ab a as PROPERTY m v APPRAISER 22 4 42 SEMINOLE COUNTY FL. 23 L 41 1101 E. F@RsT sT 24 40 SANFORD, FL 32771 -1468 407 - 665 - 7506 fit :i3 U 3-5s3 3? ;si :s+ 2008 WORKING VALUE SUMMARY Amendment 1 impact not reflected. GENERAL Value Method: Market Parcel Id: 32-19-31-516-0000-0520 Number of Buildings: 1 Owner: PERRY LILLIAN B & HERMAN J Depreciated Bldg Value: $150,392 Mailing Address: 364 FAIRFLELD DR Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $36,800 Property Address: 364 FAIRFIELD DR SANFORD 32771 Land Value Ag: $0 Subdivision Name: CELERY LAKES PHASE 2 Just/Market Value: $187,192 Tax District: S1-SANFORD Assessed Value (SOH): $166,192 Exemptions: 00-HOMESTEAD (2006) Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $141,192 Tax Estimator rtabilit Calculator 2007 VALUE SUMMARY SALES Tax Amount(without SOH): $3,412 Deed Date Book Page Amount Vac/Imp Qualified 2007 Tax Bill Amount: $2,544 SPECIAL WARRANTY 10/2005 05980 0583 $241,000 Improved Yes Save Our Homes SOH) Savings: $868 DEED 2007 Taxable Value: $136,351 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION LAND Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... LOT 0 0 1.000 36,800.00 $36,800 LOT 52 CELERY LAKES PHASE 2 PB 65 PGS 29&30 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Num Bid Type Bit Fixtures SF SF SF Ext Wall Bid Value New Buildin 1 SINGLE 2005 7 2,021 2,470 2,021 CB/STUCCO $150,392 $152,682 Sketch FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 60 Appendage / Sgft GARAGE FINISHED / 389 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/web/re_web.seminole_county_title?parcel=32193151600000520&c... 6/ 16/2008 QBlid o} m 015 j A-bbr@yiatforla: O: EViOriovs Ezisr.vi O: /RtiAesiO REROO Steel A"* kip Acid Bounoaty line Bill. Beerit Feld Field Measured PC P Permanent Coma Pokii PT Point of Tangency Centerkne Cole Calculated Fnd. Found P.t. Point of int"itiction R Radius Line C e. Comists mock Gov't.: GovemrTwM P.I.S. Profese+onal;Land Surveym R.L.B.: ReyieterW Land surveyor Cvsrhead Willy Line Ch. Chord L.8. • Licensed business P.O.B. Point of Sep .-m RAV Right-of.way Easement Line Cone.: Concrete O R. Official Records P.O.C. Point of Conimrnxmom Sec Seaton L Cantra; Angte Consc. Consirucatcn Pevt. Pavemeril , P.R C Point of Rorer" Curve SIT Septic Tank ARC Are. Length Gs Concrete Slab PC Point Of CtBve PA.M. Pormanard lileterenea Moiwment TOM.: Temporary Sarin Mark Bill Block Elev. Elevation P.0 C Point of Comf+oum Curw P.S I. Point of Street ktrer¢ec4pt Wr With Boundary.-$uryty: 01- P irpAla,/s4E r"ti• t E,wsa r lw r 3t o y + o I Q' i 1. /Sr>Qrry g rt's aE,vcF 7 PERMIT # DATE my i. s-v • rye o _ Y'_ 45-X+0+ I Viw,rt s ?NO, , Vu,s Is-sf s • v cs aep NwrR6. 31i7k ff ap_oo' rj; It _ 30.PAP 0,47yor- S Hy. Jf'/7'is/t!tvar.rs eR. j G-fYr s° ,• rFc ,e 'PO. Sd'/w , Z-0 r 490 _t vim. Gvsr r e/14:177e9m= s f 7r_Rsc.wr o NL J' s Piio.¢ rY i9o,o'ss 0 /zrs,OEMGaC 9rr..c.r o To G'iNTA'ii L /ss TaEt SrY6 rY''M. w'Ar,c MdT.r L.r rs-ry r,#A Ap11rryWOO r AAr&Ai rerY G044two, Its .fNOKsv- rw. iyi :P.unra r is-s.1r fir. A*: A4WA 0 Y,ee, Ls- rrs.r•; R. st 7- Z,. Lr T SZ ; ',r 1 s f'arasE i .v>rs aa,. flc ppo„rc r 0;./.qr p A r 6 5 , f'. 29 ,e.,!c _; ,0ci441c r9W4 area-.S PeC ItoE"MPIA1441E Gov.rr, I CEHTiF,En TO CL! AN F. SMITH DRAFTING & SURVEYING, INC. 3tt E RICH AVE DELAND, FL GELTONA,FL 386) 734 7047 (386)789.2855 DRAWN BY REVISIONS:- Sr1rT.V roN !S 2 eXs s' CREW CNIEF r "A'9y5'7 M- D.:.W 7.7yiNi.Ec z ri E z r 'o s &I SCALE , r • ,C,w.vtSvrrrsi'a Cxr/G7, zOU:F- DATE / titi14@Gi/ Z.9, ZOOS - N°" 3- 9239-OS I hereby certify that this map depicts a survey performed under my supervi sion, and is eorreal to the best of my knowledge and ballet, and that this survey meets the minimum, techritcai standards set forth by the Florida Board of Professional Lana Surveyors in Chapter 61G17.6. Florida Administrative Code, pursuant to Sect+oo 472,027. Florida Statutes nley E. Smith epistariad land Surveyor Certificate Number 3736 NOT VALID_UNLESS SEAL IS EMBOSSED Note. No instruments of record reflecting easements, limitations, owner• ships, reservat+onsl, restrictions ancVor right-ot-ways, if any, nave been pro- vided to this surveyor, except as shown. No underground installations or utilities have been'ocated, except as shown. m I t OFFIC", UdNFSANFDT :FL 2jG Spq 7-3/16" MZ-3/16" W-b7-3/16" 22 67-3116- 2.2 187-3/16" 22 k5) k6) 1(7)8) I(9) 70-11116 170-11/16 70.11/16 70-11/16 70-11/16 60-1/2 6T-378--!—ST31S--673/8—-67-s/8— 361-0• Front Wall PERMITL 95-1/8" J b 9D-3/16" W 10) I 903/16" i KANON BUILDERS-,, FRONT WALL DETAIL 3" C-CHANEL IS SCREWED INTO RAFTERS WITH #10 4" 24" O/C OR TAP CON INTO BLOCK WITH 1 1/4" TAP 3" COMPOSITE ROOF WILL BE SCREWED THROUGH C CHANNEL WITH 2 #10 1" SCREWES AND SEALED COMPOSITE ROOF IS SCREWED INTO TOP PLATE WITH 2 # 10 4" SCREWES AND FENDER WASHERS UPRIGHTS ARE BLIND SCREWED WITH 3 # 10 4" OR CAPRI CLIPPED WITH 4 # 10 1" TOP AND BOTTOM CAPRI CLIP IS IXI 1/8 ANGLE 2") 1X2 BOTTOM PLATE IS TAP CONNED WITH 2-1/4 " TAPS 6" FROM UPRITES AND 24" O/C ITO CEMENT 4" 3000 PSI CONCRETE PATIO ALL EXTRUSION IS .046 6R GREATER IX2 SIDE WALL IS ATTACHED TO HOME WITH 2-1/4 " TAPS 24" O/C UPRITES ARE BLIND SCREWED OR CAPRI CLIPPED TO BOTTOM AND TOP PLATES 2X2 OR GREATER DESIGN STATEMENT THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2004 AND PARTS OF THE 2006 EDITIONS OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITHSTAND BASIC WIND SPEEDS OF 120 MPH (FOR 3 SECOND GUSTS) UP TO A I5FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE B. ROOF IS ATTACHED TO SIDE WALL HEADER SIDE VIEW DETAIL WITH #1.0 4" WITH FENDER WASHER AND SEALED 24" O.C. EXTRUDED GUTTER ATTACHED C CHANNEL SCREWED THROUGH FACIA WITH #10 1" 24" O.C. 6" FROM END^ INTO RAFTERS WIT #10 4" 24" O.C. 1X2 IS ATTACHED TO HOME WITH 2-1/4" TAPCON 24" O.C. 6" FROM TOP OR BOTTOM CHAIR RAIL OR KICKPLATE RAIL IS EATHER BLIND SCREWED WITH 3 #10 3" OR CAPRI CLIPED WITH 4 #10 1" 1X2 BOTTOM PLATE IS ATTACHED TO CONCRETE WITH 2-1/4" TAPCON 24" O.C. IX2 BOTTOM PLATE IS BLIND SCREWED TO EACH UPRIGHT WITH 3 #10 3" OR CAPRI CLIPPED WITH 4 #101" SCREW.ES FA K-ANON BUILDERS Screen door full Z standard 2 x 2 post .046 or greater Hinge locations 3 Hinge door Each door is screwed into uprights with # 10 III screw 12" o/c DESIGN STATEMENT THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDENCE TO MEET THE REQUIREMENTS OF THE 2004 AND PARTS OF THE 2006 EDITIONS OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WHITHSTAND BASIC WIND SPEEDS OF 120 MPH (FOR 3 SECOND GUSTS) UP TO A 15FT ROOF HEIGHT, FACTOROF 1.0, AND EXPOSURE B. L. K-ANON BUILDERS Screen door full Z standard 2 x 2 post .046 or greater Hinge locations 3 Hinge door Each door is screwed into uprights with # 10 III screw 12" o/c DESIGN STATEMENT THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDENCE TO MEET THE REQUIREMENTS OF THE 2004 AND PARTS OF THE 2006 EDITIONS OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WHITHSTAND BASIC WIND SPEEDS OF 120 MPH (FOR 3 SECOND GUSTS) UP TO A 15FT ROOF HEIGHT, FACTOROF 1.0, AND EXPOSURE B. L. EPS FOAM CORE ROOF PANELS ALUMINUM / ALUMINUM SKIN MAXIMUM ALLOWABLE CLEAR SPAN TABLES HDoEFRICCIE UNNITS CON DERDE RUSEW'1RDFRAURE'. ESINDICATESROWSFORUSEONLYWITHINTHEHIGHVEIACTf1' L/8c0 tFOR SPANS 5 12 0 AND 1.1180 FOR SPANS > 12'•0". ALL OTHER LOADS & DEFLECTION LIMITS ARE ACCEPTABLE FOR USE OUTSIDE THE HVHZ. SEAL JOINT CONTINUOUS CAULKING a] ooeve000°000 o°opoo°°oovo°o og oovo 000^oe ^'^° 6 O oa'oo'ovose°o ° o°o 0°0°°0 1_ CROSS SECTILON AT TYPICAL PANEINTERLOCK TABLE USE INSTRUCTIONS 1) CHOOSE TYPE OF ENCLOSURE TO BE COVERED (OPEN, SCREENED WALLS, OR FULLY ENCLOSED). 2) VERIFY APPROPRIATE DESIGN LOAD WITH GOVERNING MUNICIPALITY AND BUILDING CODES IN EFFECT FOR THE PROJECT LOCATION USING 2004 FLORIDA BUILDING CODE. SEPARATE ENGINEERING MAY BE REQUIRED FOR DESIGN LOADS. 3) FIND ALLOWABLE COMPOSITE PANEL CLEAR SPAN 1N TABLES FOR APPROPRIATE PANEL DEPTH, FACING THICKNESS, AND EPS CORE DENSITY SELECTED. EPS ROOF PANEL SPAN DETAIL: 0. 024' OR 0.032" ALUM 4' MAX WIDTH PER INTERLOCKING PANEL TOP & BOTTOM FACINGS (1/4' PER FOOT MIN SLOPE) CLEAR SPAN (L) ISIDE TO INSIDE FREFjERTO ADDITIONAL ENGINEERING SHEETS ROOF CONNECTIONS, & SUPPORTING E DETAILS (BY OTHERS). THIS SHEET ES ALLOWABLE ROOF SPANS ONLY. MAXIMUM ALLOWABLE CLEAR SPAN TABLES 3' Peneb 4' Panels B" Panels 0. 024' 0.03r O.O2A' LiveLoadDeOadbn0.024' 0.032" 0.03Y B/ er lIpBR l.k,dl Alum SkM Alum BMn AWm Skin Alum SMn Alum Skin Alum Skk, tab EPS 14b EPS lab EPS 1-Ih EPS tab EPS 14& EPS L/ 1B0 IV.9' . 1r-r 14'•T 14'-0" 17'-0" 1®-r 15 paK L/ 240 B'a7' 11'-3• 13a1' 13'-r 18'-1• 10-0' LI1B0 10'-3" 11'-10" 13•tr tr-t t" to-n• tT•6• 17 PN L1240 914" 10'A" 1Z4' 1r4C i6'•6'• 16'-to L 1180 fFr 11'-3" 17-7 13',r iS-1" 1B'4P L/ 240 V-10' IOlr 1ror 11'-1r IN-r 4'•1r LI1B0 W-Y 1D•r rai' 174E 15'•1" 1B-0' 24 pat L / 240 814• 9'•r 114" 11'.T 17-9" 1I'•1" L/ 180 8'-W 10'-/• IMr All t44" 14'aY 2B paf L 1240 T-1 l" 9'-Y 10-W 10'-0" 17al" 13'4i' L I IBO B'aI' 9'-10" il'-r' Il'•8' 14'-0" 14'4i` 30 pal L / 240 r4r 8'-11" l0-0" 10.4r lrar L 1180 B4" V-7" 1114" 111-Y 13'•9' 14'-1' 92 PatL1240 7'-r BID" 101•3" loa" t7-0" 1r•to L/ 180 W-2' 913 IVA" 11'-V 13'ai" 13'•1P 34 L/ 240 7lr 8'•7" 101-1" 10-1" tr-r 1r•T L/ 180 7'-11` 9'-Y tm9" 10.7 IVA" 13'-0" 37 Dsf L/240 r r 8'4" P-10' 74r 11'-ll" 17-r L 1100 r-9' 8'-11• 1a-B' laar 1r4r 1r-r KI L1240 7'-0" B'•1" 7-r oat' 11'-T 11'-1P 8'- 0" l0-2" 10'.r 11'4" 17ai" 44 pd L/240 8'-10" 7'-10" P-3" FIT 11'4' 11'al' L/ 180 ra• KIs 9-, i" r-10" 11'-1r 174, 48 psf Ll240 B••r ral" 8-72' 8-11' 1D-11" 11'aC LIISO T-Y B'-Y C-r 9'•T tT-Or 1t••to 62 Pf L/240 8'-6" r-5" 619" 8'•C 10'-r 1041" 711Y 9'4P B'4' I Ilv 7-w- 50 par Ll240 8'.7' T-r a'4" 8'•0" 10'4" 10-0• L / 180 8'4j" 7'-10' 912' 9-2"11'-r 11'-0' 80 psT L/240 8'•Y T•1" B'4" B'4" loll" IOr4r DEFLECTION NOTES 1) USE L./120 FOR ALL MEMBERS SUPPORTING ROOFS OVER AN OPEN OR SCREEN -WALLED ROOM (NON-HVHZ ONLY, SEE NOTE BELOW TABLE FOR USE WITHIN HVHZ). 2) USE L/180 FOR ALL MEMBERS SUPPORTING ROOFS WITH A NON - PLASTERED CEILING OVER AN ENCLOSED ROOM (HVHZ OR N 3) USE L/240 FOR ALL MEMBERS SUPPORTING ROOFS WITH A PLASTERED CEILING OVER AN ENCLOSED ROOM, PER 2004 FBC TABLE 1604.3 (HVHZ OR NON-HVHZ). OPrKMAL Gdn7EAORONPGP36- MAX O/H AT FROM' & 25% OF LAST PANEL WIDTH AT SIDES UP TO 12` MAX O/H AT SIDES) GENERAL NOTES 1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE FOR USE WITHIN AND OUTSIDE THE HVHZ, 2. ROOF PANELS ARE VALID FOR USE IN OUTDOOR PATIO CONS REUD ION ONLY. PANELS YESWITHINSHALL THENOT BE INSTALLED OVER ENCL3. FOR USE WITHIN THE HVHZ, ALL FACES OF EPS FOAM CORE SHALL BE PROTECTED FROM DIRECT OUTDOOR EXPOSURE AT ALL TIMES WITH FASCIAS, GUTTERS, OR OTHER CODE -COMPLIANT COMPONENTS. 4. LARGE & SMALL MISSILE IMPACT RESISTANCE HAS NOT BEEN DEMONSTRATED OR EVALUATED. S. COMPOSITE ROOF PANELS COMPLY WITH CHAPTER 7 SECTION 719, CHAPTER B SECTION 803, CLASS A INTERIOR FINISH, AND CHAPTER 26 SECTION 2603 OF THE F.B.C. 2D04. 6. - CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY APPLY. DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE ADDITIONAL SITE -SPECIFIC IN ALLOWABLE STRESS HAS BEEN USED IN 1 reRFFULLV CONSIDER POSSIBLE THIS ADDITIONAL RUUP LUIW na,nun nnu-o= ^"•M-' ^'--'-'- BY A PROFESSIONAL ENGINEER. 9. EPS CORE COMPOSITE PANELS SHALL BE CONSTRUCTED USING TYPE 310S-H1S4 ALUMINUM FACINGS. EXPANDED POLYSTYRENE FOAM SHALL HAVE TYPICAL DENSITY OF 1.0 PCF AND SHALL BE MANUFACTURED BY DYPLAST PRODUCTS, LLC PER MIAMI-DADE NOA 303-1209.11 (OR CURRENT VERSION OF THIS NOA). THE EPS FOAM SHALL BE ADHERED TO THE ALUMINUM FACINGS WITH ISOGRIP SP 2020 ADHESIVE (BY ASHLAND SPECIALTY). FABRICATION SHALL BE IN ACCORDANCE WITH APPROVED FABRICATION METHODS BY MANUFACTURER FOR ALLPANELS. 10. ENGINEER'S SEAL AFFIXED HERETO VALIDATES DESIGN OF SPAN CHART VALUES AS SHOWN ONLY. USE OF THIS SPECIFICATION BY ELITE, at el. INDEMNIFIES AND SAVES HARMLESS THIS ENGINEER FOR ALL COSTS AND DAMAGES INCLUDING LEGAL FEES AND APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, AND CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, AND FEDERAL CODES AND FROM DEVIATIONS OF THIS DETAIL, 11. EXCEFT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. OTHER CONSIDERATIONS: 1) FRONT OVERHANG MAY BE UP TO T-0' WITH VALUES ABOVE. MAXIMUM UNSUPPORTED SIDE OVERHANG IS 25% OF LAST PANEL WIDTH i. e. 12" MAX FOR 48" PANEL WIDTH), 2) ROOF PITCH SHALL BE 1/4" PER FOOT MIN, 3" PER FOOT MAX. 3) SEPARATE'SITE-SPECIFIC SEALED ENGINEERING SHALL BE REQUIRED IN ORDER TO DEVIATE FROM LOADS, DEFLECTIONS, OR SPAS CONTAINED HEREIN. LINEAR INTERPOLATION OF THE TABLE IS NOT PERMITTED. CALCU O S AS MAY BEISREQUIRED. ENGINEER FOR ALTERNATE SPAN 4) DESIGN PRESSURES SHALL BE CALCULATED BY A LICENSED PROFESSIONAL ENGINEER. TABLE VALUE DERIVATIONS: PANEL PFRTI ' 1 EL STR CTURAL PROPERTIES DERIVED FROM CERTIFIED TEST REPORTS Nos, HETI-05-1985,-05-1987,-05-1988,-05-1989,-05-1990, 0S- 1991,-05-1992,-OS-1993,-05-1994,-05-1995,-05-1996,-05-1997, D6- 2065, -06-2067, -06-2068, -06-2069, -06-2070, -06-2071, -06-2072, 06- 2073, &-06-2074 BY HURRICANE ENGINEERING &TESTING, Inc. 2) PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR GRAVITY LOADS AS WELL AS CALCULATIONS FOR PANEL PROPERTIES. F' L... a z0= Y IU CL 0g8 g WUl88 W 8 a 05- EAC-0024 BCIS Home Log In 'Hot Topers ;Submit Surcharge fiats & Fads i ' Publications FBC Staff BCIS Site Map Unks 'Search Product Approval USER: Public User Prcduq Approoyal Menu > Rroduct or Application__$earch > Applicatio.n_ List > Application Detail z FL # y7 Application Type 3 Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL5500-R1 Revision 2004 Approved Elite Aluminum Corporation 1801 NW 64th Street Ft. Lauderdale, FL 33309 954)491-3700 bruce44peacock@aol. com Frank Bennardo clangley@engexp.com Dan Cooke 1801 NW 64th Street Ft. Lauderdale, FL 33309 954)491-3700 elitealum@aol.com Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Frank L. Bennardo, P.E. PE-0046549 PSI/Pittsburgh Testing Laboratory Jorge A. Pomerantz, P.E. Validation Checklist - Hardcopy Received FL5500 Ri COI Cert Indep_P—cf Referenced Standard and Year (of Standard) Standard Year http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt2q7JKEgbCBh... 6/18/2008 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products ASTM E72 Method 1 Option D 09/22/2006 11/17/2006 09/28/2006 11/16/2006 2005 Model, Number or Name Descrlptton 5500.1 Aluminum /Aluminum Roof EPS Foam Core Composite Patio Roof Panels Panels imits of Use Installation Instructions FL5500 R1 II Dwg_0024_Oib.pdfApprovedforuseinHVHZ: Yes Approved for use outside HVHZ: Yes Verified B P.E. PE0046549 Impact Resistant: No Created by Independent Third Party; nnardo, Design Pressure: N/A other: For outdoor patio construction only. Evaluation Reports FL5500 R1 AE DO-iast Foam NOA 03 1209 For use within and outside the HVHZ. When FL5500 R1_AE_Eval._ReP0rt.pdf installed within the HVHZ, roof panels shall FL5500 R1 AE Test Re orts_l.pdf AE Test Resorts 2.dfnotbeinstalledoverenclosedstructures. See installation. drawing for allowable span/load FL5500_R1 Created by Independent Third Party: Back Next DCA Administration Department of Community Affairs Florida Building Code online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487-1624, Fax (850) 414-8436 2000-2005 The State of Florida. All rights reserved- Copyright and Disdaimer product Approval Accepts: FOR Fi.FEK: 0 vcrl5lon V BobS¢cur cd Y vE R.it http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt2g7jKEgbCBh... 6/18/2008 i