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Home My WebLink About00-9612 BUILDING PERMIT - CITY OF ZEPHYRHILLS (813) 788-6611 D ~ :l. ,5" PLUMBING Permit 09612 1/-5'- BUILDING Date 7'-//2-/J tJ '71 ELECTRICAL 3D MECHANICAL Sewer Conn Water Conn: Property Owner: / ~' fl. r"i{; · Job Address: /; J!;7 tt::4'~Yb- 0/1 Parcell.D. # 0 g-.;2../o ~ bll- /:) /200'" o/Jt?DD- 0 c2.J/ D /5. f?9 Water Meter: Zoning: , / /,' 5.;1 /J",., {ilp FINAL Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. DATE Valuation or Contract Price ~Ui lib 0 . Inspector s~ Company Address CTelePho~ ---q 13 u:;: {l~ Q~ &~. (;)L4Uf;{ 'iJ:fliA- Q,.9~ . , /J BUILDING ELECTRICAL/16~ City License Registration # State Certified License# - .- ~-6 2\.67 O~O~ MECHANICAL~~I ." PLUMBING /yt:Z) Tp. Serv, SLB ~-/b '00 5J/C., Breakers II /L lUI\#fR'nlJ I II b/l-I1-f)O "'f-I'}-~o... Rough In - <o~ ~~ I c... 17~Jub Set /, (f::) -(PC) S ''C... Ducts Ins!. /1- tv -t:>L).::J /( Lintel Meter Can Water Compressor FRM, /J-/6-cJ(JJ Sit IJ-t'tt>eonst. Pole Sewer 1~-~-lSJt::>~ Final Insul. CL Pool Final '-_6. __ SfL WL Pre-Meter 1.11-01 ste F':"c.1 '/'3/01 SI? Final 11,~/ol Sf<. Driveway fdv/~ UZ Ftr. Pre SLB 8'- <JZ-Ot!) 2 R.. REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ 25.001 shall be made for e8c~ach tradeC:~ a. Wrong Address f) ..L-~U ![~~ b. Condemned work resulting from faulty construction. L55. c. Repairs or corrections not made when inspection called. d, Work not ready for inspection when called, e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible, The payment of inspection fees shall be made before any further permits will be issued to the person owning same. PASCO COUNTY~ FLORIDA . - 0~ Date Permitted ~_ 9/1; lag 9b/tZ~ Permit No. Builder Name/Owner Name ~ atb77~(./ County Parcel No. tt) ~ - ,~~ - ~/- 0 t2.1J D - ZJDO OJ) - eJcf2t.j Addrc,,/Location (p ~~&i;;' (])~. Subd. ~ Cla"ificationffype Druse, ,_ _ o. _ _ ,_' ~.~ , 1) ~ ~ /~~ How Determined _ _ __ TRANSPORTATION IMPACT FEE CALCULATION EXEMPT 0 Why? Sq. FtlUnit Zone No. .__________- ~ . Checked By Rate $ Impact Fee Amount $ The above i act fee has been established pursuant to the Pasco County Transportation Impact Ordinance as adopted by the Bo Pasco County Commissioners. This amount is payable PRIOR to the issuance of a Certificate of Occupancy or u ization of the permitted structure. RESOURCE RECOVERY ASSESSMENT EXEMPT 0 RESIDENTIAL No. Units I NONRESIDENTIAL Gross Sq. Ft. (GSF) RJtc ERl'. 52 ()()/Ycar or SO.142/Dav ERU ASSign No. Assc"rncnl .-. (No. Units) x ($0 142) \ (No. Days) t7) tf77 TOT AL FEE $ ex Assessment - (GSF) x (ERU) x (0.142) x (No. Days) 100 TOT AL FEE $ NO CERTIFICATE OF OCCUPANCY OR FINAL POWER RELEASE WILL BE ISSliED VNTIL THE AMOUNTS LISTED HA VE BEEN PAID AND RECEIPTED FOR BY A CENTRAL PERMITTING OFFICE OF PASCO COUNTY. Acknowiedgement below docs not imply acceptance of concurrence. hut simply receipt ill' a copy of this form, placing the huildlng permit owner on notice of this assessment and the conditions of paymellt for same Date Received By OFFICE l'SE ONLY TRANSPORTATION REC. NO. 77,(" ~,;{ DATE RESOURCE RECOVERY REC. NO. . 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L3 Q ij ~ m 0 0 III c: z ~\ F -I ~ JOB ADDRESS I " \ \ APPLI~AT..;rC'".:I" FOR PEBMITi ("'\ \\e\~ : CITY OF ZEPHYRHILLS ,., \Q;V ~ . z I ~6 BUILDING DEPARTMENT l U:.... ;;DATE RECEIVED ... ~ . ~/ PLANS REVIEW FEE q73'-Z~57 '5 <67 - W0 Z. z__ ~h1s0AME d- me lDsLtPHONE. LEGAL DESCRIPTION: LOT(S) ~ Li 'D3-2G-LI WORK PROPSED:~W CONSTRUCTION PARCEL ID # BLOCK owou SUBDIVISION - 0 LUD -00000 02L/o (OBTAIN FROM PROPERTY TAX NOTICEl J Iv;E,r, OA-ls o ADDITION DALTERATION o REPAIR o INSTALL PROPOSED Os I GN USE:~L FAMILY DWELLING o COMMERCIAL o MOVE o DEMOLI SH OMULTI - FAMILY o INDUSTRIAL 0# OF UNITS o SWIMMING POOL o MOBILE HOME o OTHER BUILDING SIZE c=J RESTAURANT & HEALTH DEPARTMENT APPROVAL . ~ l.. 1+ YY\ ~c\ . HOM ~ J t..;1 2J ii-r SQUARE FOOTAGE Jo16 150, HEIGHT CU pi PLANS & (2) SETS OF _UILDING PLANS & (1) SET ENERGY FORMS. OF BUILDING PLANS & ) SET ENERGY FORMS. REQUIRED FOR ALL NEW CONSTRUCTION. DESCRIPTION OF WORK RESIDENTIAL: COMMERCIAL: ATTACH (2) PLOT ATTACH (3) SETS PROPERTY SURVEY ~BUILDING $ ~ELECTRICAL ~ PLUMBING ~ECHANICAL $ o GAS ~ROOFING PERMITS REQUESTED :>4 POc) , U\o VALUATION OF TOTAL CONSTRUCTION AMP SERVICE ~ FLORIDA POWER o W.R.E.C. dJ.eOO VALUATION OF MECHANCIAL INSTALLATION o SPECIALTY o OTHER TYPE OF CONSTRUCTION: 0 BLOCK ~RAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES )( NO BUILDER SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # ****************************************************************** SIGNATURE F~upe.., Z~\ T ~ ,. ~. -(X)OD SCo<C I . 7- t( *******************************************************7***:****** p . ~ci ul~ COMPANY ~tJ,-JJC) t..\J0\ I),,~) (()mbn0j -' r . ~ STATE CERT OR REGIST #. t ~ D S Lloo . CITY PROCESSING # , ~7_0 '1~ Q,~ COMPANy~ph;~ STATE CERT OR REGIST CITY PROCESSING # ELECTRICIAN PLUMBER SIGNATURE ***********,************* ******* ************* ***.0**'**'**** **:11** s ?....... MECHANICAL ~ COMPANY I.: 0 0 1\ · ,.. '2-, ::r "- "'\ _ STATE CERT OR REGIST # e.. C-o .,.. II S SIGNATURE -2 ~ CITY PROCESSING # t-.., [J Cl17<( I OTHER ********************************************************k******** ~~* COMPANY STATE CERT OR REGIST CITY PROCESSING # V~<I C~~~vcf,u'r-' # C ~C-OS~ ICf? 55 SIGNATURE ***************************************************************** ........VH.l.).i..l. .i..V1'l oJ V) 1", J..:..tn'"L.L..l .J-1.i.' 1: ..L.UJ-\..V...L..l A~ NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to ~deed restrictions" which may be more restrictive than City regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed. as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the City of Zephyrhills Building Department, 813-788-6611. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the ~Contractor Sections" of this application for which they will be responsible. If you, as the owner signs as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that may be an indication that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of ~Florida's Construction lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the ~owner", I cerify that I have obtained a copy of the above described document and promise in good faith to deliver it to the ~owner" prior to commencement. E. CONTRACTOR' S/OWNER' S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning, and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governmental agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: *Department of Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment *Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses *Army Corps of Engineers-Seawalls, Docks, Navigable Waterways *Department of Health & Rehabilitative Services, Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks *U.S. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone ~A" or ~A,etc.", it is understood that a drainage plan addressing a ~compensating volume" will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any 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 any code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for a period of six months after the time the work is commenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection must be logged during each six month period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWI FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR ER OR AN TTORNEY BEFORE RECORDING YOUR NO E OF CO ENCEMENT. JOBS UNDER $2,500 IN V E DO NO EED TO RECORD AND POST A ~NOTICE 0 COMME CENT". SIGNATURE: STATE OF FLpIDA COUNTY OF /;( -, C-U The foregoing instrument was acknowledged Befo~e me thiS~qy Of:J-~J , ~Wtt.. by UP'^-\A.tc I (name of person acknowledged) Owho is personally known to me, or ~ who has produced f1:- bY~\let1'~ LrJL ~_ (type of identification) who~id Od' d not ake an oath. STATE OF FLORIDA () /1. r" COUNTY OF f (..A.."'::' ~ C--:J The foregoing instrument wa~acknowledge~ Before ~e this~ay of 7l~J , ~ 2:..iJ06 by b)DI'\Nl... ~ (name of person acknowledged) [1ho is personally known to re~ or l4. who has produced K- ~ \('.~ (type of identification) ~id no take an oath C~jL Name t '. BRUCE E. HOWARTH . ~ tt1'h IS~2N ~c.i~d EXPIRES: June 30, 200t. ~ El<lnded Tluu Notary Pulllic UndIMIlleI. Name t ignature of person taking acknowledgement ~.,.......,"" ~',"'~'~ -. .,~,---~-~."." VARI CaNST. LOT 24 -P4CKETT8 MILL A'.~E. m,0tIiE SQ. FEET PRICE MAIN OR LIVING AREA 1,065 $ 40.00 OTHER AREA UNDER ROOF 524 $ 15.00 OTHER VALUATION $ 50,460.00 FEE SHEET $ 274.00 ADDRESS $ 20.00 DRIVEWAY $ 20.00 BUILDING: $ 451.00 CREDIT: $ - BUILDING LESS CREDIT: $ 451.00 ELECTRICAL: $ 77_00 PLUMBING: $ 62.50 MECHANICAL: $ 30.00 RADON: $ 15,89 TOTAL $ 636.39 ,/' SEWER: $ 1,278.00 WATER: $ 350.00 IRRIGATION: $ 175.00 TOTAL: $ 1,803.00 t/ WATER METER: $ 180_00 IRRIGATION METER $ 180.00 V' TIF~1: : I TOTAL: $ 2,799.39 I " FORM 600A-97 .. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Arlington Model !;/;/lj/l5/!V/l L~J;>P;' -Builder:-' Vari Homes I Lot: 2J[, Sub: SOV, Plat: PB 1 PG 55 Permitting Office: eJ./;T'I or ~IYI/u.p Zephyrhills, FI 33543- Permit Number: 9~/~,B ! Vari Construction Services Jurisdiction Number: e::, / /? 00 . Central --. - Project Name: Address: City, State: , Owner: Climate Zone: I. New construction or existing 2. Single family or multi-family 3. Number of units, if multi-family 4, Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SC/SHGC - single pane d. Tint/other SC/SHGC - double pane 8. Floor types a. Raised Concrete b. N/A c. N/A 9. Wall types a. Frame, Wood, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A II. Ducts a. Sup: Unc. Ret: Unc. AH: Attic b. N/A Glass/Floor Area: 0.12 New Single family I Yes 1075 ft' 128.3 ft' 0.0 ft2 0.0 ft' 0.0 ft' R=4.0, 1075.0ft' R= 11.0, 1041.0 ft' R=II.O, 238.5 ft' R=30.0, 1075.0 ft' Sup. R=6,O, 200.0 ft 12. Cooling systems a. Central Unit Cap: 24.0 kBtu/hr SEER: 10.00, Unducted 3 b. N/A c. N/A 13. Heating systems a. Electric Heat Pump Cap: 24.0 kEtu/hr HSPF: 7.00 b. N/A c. N/A 14. Hot water systems a. Electric Resistance Cap: 40.0 gallons EF: 0.90 b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV-Cross ventilation, HF- Whole house fan, PT-Programmable Thermostat, RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) CF, Total as-built points: 17374.00 Total base points: 19982.00 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: Francis J Vari t-J.r~o() I hereby certify that this b compliance with the OWNERI DATE: PASS Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. EnergyGauge@ (Version: FLRCNA-200) FORM 600A-97 SUMMER CALCULA liONS Residential Whole Building Performance Method A - Details ADDRESS: Lot:~, Sub: SOV, Plat: PB 1 PG 55, Zephyrhills, FI, 33543- PERMIT #: BASE AS-BUlL T GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 1075.0 42.08 8142.0 Single, Clear SE 5.0 1.0 52.0 5E..64 0.41 1197.9 Single, Clear SW 2.0 1.0 50.8 5.~.82 0.42 1132.5 Single, Clear NW 2.0 1.0 25.4 37.74 0.56 536.9 As-Built Total: 128.3 2867.3 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 238.5 0.7 166.9 Frame, Wood, Exterior 11.0 1041.0 1.90 1977.9 Exterior 1041.0 1.90 1977.9 Frame, Wood, Adjacent 11.0 22i8.5 0.70 166.9 Base Total: 1279.5 2144.9 As-Built Total: 1279.5 2144.9 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.0 1.60 32.0 Exterior Insulated .'0.0 4.80 96.0 Exterior 37.8 4.80 181.2 Exterior Insulated 17.8 4.80 85.2 Adjacent Insulated 2:0.0 1.60 32.0 Base Total: 57.8 213.2 As-Built Total: 57.8 213.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1075.0 0.60 645.0 Under Attic 30.0 1075.0 0.60 645.0 Base Total: 1075.0 645.0 As-Built Total: 1075.0 645.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab O.O(p) 0.0 0.0 Raised Concrete 4.0 1075.0 -1.70 .1827.5 Raised 1075.0 -3.43 -3687.3 Base Total: -3687.3 As-Built Total: -1827.5 INFIL TRATION Area X BSPM = Points Area X SPM = Points 1075.0 14.31 15383.3 1075.0 14.31 15383.3 Summer Base Points: 22841.0 Summer As-Built Points: 19426.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 194261 1.000 1.000 0.341 0.950 6293.1 22841.0 0.3577 8170.2 19426.1 1.00 1.000 0.341 0.950 6293.1 EnergyGauge™ DCA Form 600A-97 FORM 600A-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 2!t..., Sub: SOV, Plat: PB 1 PG 55, Zephyrhills, FI, 33543- PERMIT #: BASE AS-BUlL T GLASS TYPES ,18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points .18 1075.0 4.79 926.8 Single, Clear SE 5.0 1.0 52.0 8.34 1.94 840.8 Single, Clear SW 2.0 1.0 50.8 9.22 1.51 708.6 Single, Clear NW 2.0 1.0 25.4 12.23 0.99 307.6 As-Built Total: 128.3 1857.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 238.5 1.8 429.3 Frame, Wood, Exterior 11.0 1041.0 2.00 2082.0 Exterior 1041.0 2.00 2082.0 Frame, Wood, Adjacent 11.0 238.5 1.80 429.3 Base Total: 1279.5 2511.3 As-Built Total: 1279.5 2511.3 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.0 4.00 80.0 Exterior Insulated 20.0 5.10 102.0 Exterior 37.8 5.10 192.5 Exterior Insulated 17.8 5.10 90.5 Adjacent Insulated 20,0 4.00 80.0 Base Total: 57.8 272.5 As-Built Total: 57.8 272.5 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1075.0 0.60 645.0 Under Attic 30.0 107'5.0 0.60 645.0 Base Total: 1075.0 645.0 As-Built Total: 1075.0 645.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab O.O(p) 0.0 0.0 Raised Concrete 4.0 1075.0 1.45 1558.8 Raised 1075,0 -0.20 -215.0 Base Total: -215.0 As-Built Total: 1558.8 INFIL TRATION Area X BWPM = Points Area X WPM = Points 1075.0 -0.28 -301.0 1075.0 -0.28 -301.0 Winter Base Points: 3839.6 Winter As-Built Points: 6543.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 6543.6 1.000 1.116 0.488 1.000 3560.3 3839.6 1.0730 4119.9 6543.6 1.00 1.116 0.488 1.000 3560.3 EnergyGauge™ DCA Form 600A-97 FORM 600A-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot:'" , Sub: SOV, Plat: PB 1 PG 55, Zephyrhills, FI, 33543- PERMIT #: BASE AS-BUlL T WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 40.0 0.90 3 1.00 2507.02 1.00 7521.1 As-Built Total: 7521.1 CODE COMPLIANCE STATUS BASE AS-BUlL T Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 8170.2 4119.9 7692.0 19982.1 6293.1 3560.3 7521.1 17374.5 I PASS I EnergyGauge™ DCA Form 600A-97 FORM 600A-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot: A , Sub: SOV, Plat: PB 1 PG 55, Zephyrhills, FI, 33543- 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST ! 1!J::Q.UJREMJ::f'lI.SFORi:e.gH PR~CJJCE J Ma)(imum:.3cfmhlq.ftlo\lindow <lre~;.5 cfm/~qJt door ~~a. I Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; I foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility I penetrations; between wall panels & top/bottom plates; between walls and floor. . EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends ! from, and is sealed to, the foundation to the top plate. 606.1.ABC.12.2 i Penetrations/openings >1/8" sealed unless backed by truss or joint members. . .____u_-,--__. .1 ~~~:~::~~t::::~;~~:t;::sh:~~:eC:;:nuOuslnfiltratl:n.~arn~r~s.lnstalled that is sealed ! 606 1 ABC 1 2 3 I Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, I soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; j .. ... ~~~:~::t~::~~:I~'~h:;,:;::~::;::.,::t:""~o::;::~aH," barr'" " Recessed Lighting Fixtures i 606.1.ABC.1.24 I Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a I ! sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from - r. ....___+c()ncllli()_ned_~aC;e..L testecl. t0ulti-!ltorl.ljous~ .... ~6.1 cA~~1.2.5 . fAir b~rrier on.p~iime!~rof flogrc;avity b~tweEln Jlo()rs.., Additional Infiltration reqts 606.1.ABC.1.3 i Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, , I i ! have combustion air. COMPONENTS ;~ECTlON ! 6061.ABC.1.1 -T---------- .. ~--.- I 6061.ABC.1.2.1 Exterior Windows & Doors -----...-..... -- - . ---- "---- Exterior & Adjacent Walls Floors Ceilings PERMIT #: , CHECK I j , COMPONENTS Water Heaters SECTION 6121 6A~22 OTHER. PRESGRIPIIVE MEASURE$ Il!Iustbe met orexceecjed b all residences, ,CHECK Swimming Pools & Spas .612.1 I I -.1612,1 .T. ..... 1610.1 I I I I u___ ---. : 607.1 -'._~----_._------. .~-- I 604.1, 602.1 ! I _~ho'l\leJh.eacj~..__ Air Distribution Systems HVAC Controls Insulation EnergyGauge™ DCA Form 600A-97 REQ..lJ.lREIIIIJ::/IlTS . Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit Lbrea.k"r ~lt?ctri(;)orc;LJ!off ill~s)mu_st be.fJrovided. External or built-in heattrap required. ! Spas & heated pools must have covers (except solar heated). Non-commercial pools I must have a pump timer. Gas spa & pool heaters must have a minimum thermal .-1 effjcl~nc.Y..9f 7~",Io._ I j w..<l,t~ flQ,w mLJ~t be r~stric:tt?.d tq,DCl rT"1()ie tha_n 2.5.Jjallons pes miflute<l,t8Q. PSIG.. I All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically i attached, sealed, insulated, and installed in accordance with the criteria of Section 610. ~LJcts in un..c:ondjlion~c:fJ3ttics:.R:Qtr1il}.jrlsulCltion.. ~_u.___ ___.u__... u___l S~ra~_ r~cJilyaccessible lll..<!nuaJ..QL au.t()lIlatigJbermostat for.ea.c::~~tem"-- ! Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. ! Common ceiling & floors R-11. EnergyGauge@/FlaRES'97 FLRCNA.200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.0 The higher the score, the more efficient the home, Vari Construction Services, Lot: d, Sub: SOV, Plat: PB 1 PG 55, Zephyrhills, FI, 33543- I. New construction or existing 2, Single family or multi-family 3. Number of units, if multi-family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned tloor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SC/SHGC - single pane d. Tint/other SC/SHGC - double pane 8. Floor types a. Raised Concrete b. N/A c. N/A 9. Wall types a. Frame, Wood, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e, N/A 10. Ceiling types a. Under Attic b. N/A c. N/A II. Ducts a. Sup: Unc. Ret: Unc. AH: Attic b. N/A New Single family I 3 Yes 1075tF 128.3 ft' 0.0 ft' 0.0 ft' 0.0 ft' R=4.0, 1075.0ft' R= 11.0, 1041.0 ft' R=II.O, 238.5 ft' R=30.0, 1075.0 ft' Sup. R=6.0, 200.0 ft 12. Cooling systems a. Central Unit Cap: 24.0 kBtulhr SEER: 10.00, Unducted b. N/A c. N/A 13. Heating systems a. Electric Heat Pump Cap: 24.0 kBtulhr HSPF: 7.00 b. N/A c. N/A 14. Hot water systems a. Electric Resistance Cap: 40.0 gallons EF: 0.90 b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Oedicated heat pump) 15. HY AC credits (CF-Ceiling fan, CY-Cross ventilation, HF-Whole house fan, PT-Programmable Thermostat, RB-Attic radiant barrier, MZ-C-MlIltizone cooling, MZ-H-MlIltizone heating) CF, I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final in erwise, a new EPL Display Card will be completed based on installed es. Date: &:> - /.r~OC Add"" of New Home, ':r.;2 if S;/~ City/FL Zip, ~ ~ h, lis · <Ij, Go" ... <"",;< Cl~/c..s VI /( ~ *NOTE: The home's estimated energy performanlrlscore is only available through the FLA/RES computer program. This isnQJ a Building Energy Rating. If your score is 80 or greater (or 86 for a us EP A/DOE EnergyStar1Mdesignation), your home may qualifY for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.Jsec.ucfedufor information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge@ (Version: FLRCNA-200) BUILDING INPUT SUMMARY REPORT Title: Arlington Model Family Type: Single I- Owner: Vari Construction Services New/Existing: New 0 # of Units: Bedrooms: 3 W ..., Builder Name: Vari Homes Conditioned Area: 1075 0 Climate: Central Total Stories: 1 0::: Q. Permit Office: (blank) Worst Case: Yes Jurisdiction #: (blank) Rotate Angle: (blank) CIJ i # 0::: ' 01 o ...J u.. CIJ # C>1 Z ...J W Floor Type R-Val Area/Perimeter Units CIJ # Raised Concrete 4.0 1075.01t' 0::: 1 0 2 0 3 C Ceiling Type Under Attic R-Val Area Base Area Units 30.0 1075.0 It' 1075.0 It' # Wall Type CIJ 1 Frame. Wood ...J 2 Frame - Wood ...J ~ # Panes Tint 1 Single Clear 2 Single Clear 3 Single Clear Location R-Val Area Units Exterior Adjacent 11.0 1041.01t' 11.0 238.5 It' Ornt Area OH Length N 13.0 It' 5.0 It E 25.4 It' 2.0 It S 25.4 It' 2.0 It OH Hght Units 1.0 It 4 1.0 It 2 1.0 It 1 C> # Systi!..m.2"Y'p=_ Z 1 Central Unit, Unducted ...J o o o Credit Multipliers: Ceil Fn I # System Type ~ 1"i--E1ectric Heat Pump i= < W J: Credit Multipliers: None CIJ # I- o ::> c 0::: # W 1 I- < 3:' I CIJ # 3: 0::: 1 0 u.. C w Z 0::: 3: o CIJ ~ Rater Name: Rater Certification #: Area Under Fluorescent: Area Under Incandescent: (blank) (blank) 0.0 0.0 Class #: 3 Duct leakage Type: N/A Visible Duct Disconnects: N/A leak Free Duct System Proposed: No HRV/ERV System Present?: Pool Size: 0 Pump Size: 0.00 hp Dryer Type: Electric Stove Type: Electric Avg Ceil Hgt: Address Type: ~ tOrmation lot #: Subdivision: SO Platbook: PB 1 PG 55 Street: N/A County: Pasco City, St, Zip: Zephyrhills, FI, 33543- Door Type Orientation Area Units Insulated Exterior 20.0 It' Insulated Exterior 17.8 It' Insulated Adjacent 20.0 It' Efficiency SEER: 10.00 Capacity 24.0 kBtu/hr Efficiency COP: 7.00 Capacity 24.0 kBtu/hr E~gClron ~~~~~ron - ~---- - - ---- Uncond. Uncond. Air Handler Location Attic Supply R-\i"al 6.0 Supply .~en!!th 200.0 It System Type EF Electric Resistance 0.90 Cap. 40.0 Conservation Type None Con. EF 0.00 Use Default? Yes Annual Operating Cost Electric Rate N~ N~ EnergyGauge@ (Version: FLRCNA-200) Summary Energy Code Results LP-r;1f Residential Whole Building Performance Method A Vari Construction Services Zephyrhills, FI 33543- Project Title: Arlington Model Class 3 Rating Registration No. 0 Climate: Central 6/15/00 Building Loads Base As-Built Summer: 22841 points Summer: 19426 poi nts Winter: 3840 points Winter: 6544 points Hot Water: 6769 poi nts Hot Water: 6769 points Total: 33450 points Total: 32739 points Energy Use Base As-Built Cooling: 8170 points Cooling: 6293 points Heating: 4120 points Heating: 3560 points Hot Water: 7692 points Hot Water: 7521 points Total: 19982 points Total: 17374 points PASS e-Ratio: 0.87 EnergyGauge@(Version: FLRCNA-200) 8137823321 SILVEROAKS PAGE 131 MAF OF SURVEY Lot JY "", l" l'.~ t \... .... I ". ", . """ ,~ \/ ~. ~ .~ ,.. ~ ~ ~ ~ ~ ~ ~ ~ ~~ I ---- r.CM. we' ~ ~~ c ~ .'i "I '" n , t ....." ~. ,'-I I:' ., . .. ., GRAPHIC SCALE IIF ( IN raT ) 1 IKCH - J.D I".c.~....' t.o~ ~;--..... ~ /..or 2' ~\\ -- 11111111111I1111I111111111I11111111111111111111111I11111 1111 2000068559 Rcpt: 417560 DS: 0.00 06/01/00 Rec: 10.50 IT: 0.00 ______ Dpty Clerk R Return To: Liberty Title Agency, Inc. 5741 Gall Blvd. Zephyrhills, FL 33541 JED PITTMA~ PASCO COUNTY CLERk 06/01/00 0~:0'!pm 1 of 2 OR Bk 437 ( PG 665 PERMIT NO. [Space Above this Une for Recording Data) State of Florida County of Pasco NOTICE OF COMMENCEMENT TAX FOUO NO. THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Rorida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY (Street address, if available) NHN ASHVILLE DRIVE ZEPHYRHILLS, Florida 33541 LEGAL DESCRIPTION OF PROPERTY Lot 24, SILVER OAKS VILLAGE, PHASE ONE, according to the map or plat thereof as recorded In Plat Book 35, Pages 63-67, of the Public Records of Pasco County, Florida. 2. GENERAL DESCRIPTION OF IMPROVEMENT Single Family Dwelling 3 (a). NAME I ADDRESS OF OWNER 3 (b). OWNER'S INTEREST IN PROPERTY TIMOTHY A. KOSLOSKI Fee Simple MELISSA M. KOSLOSKI 764 Crescent Drive Largo, FL 33770 3 (e). NAME I ADDRESS OF FEE SIMPLE TITLEHOlDER (If olher Itran Owner) .. NAME I ADDRESS OF CONTRACTOR . Vari Construction Services 23110 SR 54 #106 Lutz, FL 33549 ~ GREATLAND 1995 ITEM 7107Ll (9811) - FLORIDA Page 1012 pages GREATlAND . To Order Call: 1-800-530-9393 CFu 6111-791-1131 ., OR 81< 4377 PG 666 2 of 2 5 (a). NAME / ADDRESS OF SURETY 6. NAME / AODRESS OF LENDER CORNERSTONE COMMUNITY BANK 6518 4th STREET NORTH ST. PETERSBURG, FL 33702 5 (b). AMOUNT OF BOND $ 7. Person(s) within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7), Rorida Statutes are shown below: 7. NAME / ADDRESS 7. NAME/ADDRESS 8. In addition to himself, Owner designates the person 8. NAME/ ADQRESS OF ~N to RECEIVE COPY OF UENOR'S NOTICE whose name and address appear in the box at the right to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Rorida Statutes. 9. Expiration of date of Notice of Commencement (the 9. EXPIRATION DATE expiration date is 1 year from the date of recording unless a different date is specified) is shown in box at right. NOTARIZATION Signature of Owner STATE OF FLORIDA COUNTY OF Pasco The foregoing instrument was acknowledged before me this 30th day of May, 2000 TiIoothy A. Kosloski and Melissa M. Kosloski who is personally known to me or who has produced F I..- ~y \ -..J..Jt : s Ltc...:..V\.S0 by as identification. ~:, ~r::~/~~~_~{9:}1":~:"';:J I"~-"-"",:?"'I'\ ~,i'\,c":,,..l ~,'.>... .',. ~ (~(i~~I{i;6)~) 3~nded E~C~~;;'~'; i~3 . My Commission expireS<>. "~/ / No. C -~ -' I D '~ 11~K.- 1101h., t1~ Notary Public (Seal) . WHEN RECORDED RETURN TO: DRAFTED BY: Comerstone Camnmity Bank ~. Abel - Cornerstone Camnmity Bank. 6518 4th Street North ADDRESS, CITY, STATE St. Petersburg, FL 33702 ~518 4th Street North ~t. Petersburg, FL 33702 ~. GREATlJIND 1995 ITEM 71071.2 (9511). FLORIDA Page 2 of2 pa~ GREATLANO . To Order Call: 1-800-530-9393 CFax 616-791-1131 BUILDING PERMIT ~ /51' .'- - CITY OF ZEPHYRHILLS (813) 788-6611 ---I) 1-/:2,5 PLUMBING Permit 09613 BUILDING M~L ::~::;'~S:~e'3_(ri~~~1~~) ~ Parcell.D.#02J/ _~!L ___~ C?.._ /1' Zoning: Radon Gas: .I o~ 7~ Date 7-/5-00 ~5 Sewer conn~:- ~-Dz) Waterconn:~ Water Meter: T.I.F.'s: fJ/7/d ~- 2-:tJo ELECTRICAL NO OCCUPANCY BEFORE C.O. FINAL It) - Lf r- 00 DATE Complete Plans, Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. DATE Valuation or Contract Price 6'2?1 0 00 Inspector & City License Registration # State Certified License# Company dl S q 7 Address ~ePhone~'\ P-r/JZ /I. M 11"- BUILDING '---;rJ7h1 ~ Gd ~ Tp. Servo Rough In C;;'/~-DtP ~.;e.. Meter Can Const. Pole Pool Pre-Meter ~ 7- otJJ .:9R... Final ELECTRICAL~.;2. PLUMBING C:ZII~ SLB 7 _/9_t:Jc!J ..$ A... Tub Set C(f ~ -t!:J (!) ~ Water Sewer Final Ftr. Pre SLB Lintel FRM. 8--1$"-08 .$fl. Insul. CL WL Breakers Ducts Insl. Compressor F'inal Driveway )"e(l,~:.,) :~/1/cc SfZ ~~ 1)~~6kUt~-L f)~' ~ JJ REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, aV L.~5PLd:' charge of Fifteen and 00/100 Dollars ($ 25.001 shall be made for each trip for each trade: a. Wrong Address b, Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d, Work not ready for inspection when called, e, Permit not posted on job site, f. Plans not at job site. g. Work not accessible, The payment of inspection fees shall be made before any further permits will be issued to the person owning same. SO. FEET. PRICE MAIN OR LIVING AREA .. OTHER AREA UNDER ROOF }D/5 ....... I':::> ~..,) '. . OTHER It -r-c '2_ f ',.;...\t\ '~~14 7 i).. Ihv1i'J.1(J'i-Sr (.,IV AY- US! 267 ~ l Uw . 1(/7-1 va i' , BUILDING: 157, 5C L,/ ELECTRICAL: Z r ,->"'.:> '\./- '::> - .. PLUMBING: .tfl,SD 1,.-/ MECHANICAL: ,.j / ff /0;'7) ~. F+ RADON: tD.'? v I CREO'IT: tJ)ft SEWER: "De-k<2 -J'U WATER: tf" [ 01 TOTAL: /11\16-- E ~ /J ./p ; r. "- #. ..9~ l N I}....: . ---- -- tE.~S WJ fA'/~ T.J.F',S I. I j I 'l c;<.:g~ Z3 \)t 1/\ }6\ OWNER'S NAME l~ /;!It;?~ ()!J )1~r JOB ADDRESS 3'1fJ/::< 1lU1,,~-<>4d-W~ ~ ~ LEGAL DESCRIPTION: LOT(SI BLOCK SUBDIVISION __ PARCEL 10 # :;<'1-:;;&. -c< y ~ DO")& -0 0000 (i; i) f2- f ORTAIn FRO>! PROPF.B~X TAX 'NOTTC-.i:J WORK PROPSED: ~ CONSTRUCTION 0 ADDITION o ALTERAT I ON 0 REPAIR 0 INSTALL APPLICATION FOR PElWIT CITY OF ZEPHYRRILLS BUILDING DEPARTMENT 7-/o--a;~ DATE RECEIVED - - -J...../ PLANS REVIEW FEE PHONE , 7()~ I}ff)J DSIGN o MOVE 0 DEMOLISH ,)..,0 T r,EE:S j)/f II) ;2" ~ "00 DMULTI-FAMILY 0# OF UNITS 0 MOBILE HOME o INDUSTRIAL DSWIMMING POOL 0 OTH~R PROPOSED USE: DSGL FAMILY DWELLING o COMMERCIAL DESCRIPTION OF WORK D RESTAURANT & HEALTH DEPARTMENT APPROVAL j4f() -fr; r /3; r Y J SQUARE FOOTAGE f? t f I HEIGHT /1/ f BUILDING SIZE PERMITS REQUESTED RESIDENTIAL: COMMERCIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. o BUILDING $ cf2J/ 000 VALU~T+9NOF TOTAL CONSTRUCTION o ELECTRICAL AMP SERVICE o FLORIDA POWER o W.R.E.C. o PLUMBING o MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION o GAS o ROOFING o SPECIALTY o OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES 0 NO BUILDER ,- ) ( (SIGNAT~__~ _..~'.. """"-_._---,~.--- **********0****** *************************k********* ( /' _ ' COMPANY 0 '~~ STATE CERT OR REGIST CITY PROCE~~ *************************************************************** / ~LtDIBER--')~ !It; ~I ~~~~":~E!~GI;~ M ~/H,:t LN:~~? CITY PROCESSING # , 2- If 2- * * * * * * * * * * *.* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * MECHANICAL COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** OTHER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** CONDITIONS O~ PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this permi"t may be subject to "deed restrictions" which may be more restrictive than City regulations. The undersigned assumes responsibility for compliance with any applicable deed restric"tions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RJ~SPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the City of Zephyrhills Building Department, 813-788-6611. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "Contractor Sections" of this application for which they will be responsible. If you, as the owner signs as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that may be an indication that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the "owner", I cerify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning, and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all ~\rk will be performed to meet standards of all laws regulating construction, City cOdes;~~O~~regUlations, and land development regulations in the jurisdiction. I also certi~~~~~~ understand that the regulations of other governmental agencies may apply to the. intende work, and'that it is my responsibility to identify what actions I must take to be in compliance. Suih agencies include but are not limited to: *Department of Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment *Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses *Army Corps of Engineers-Seawalls, Docks, Navigable Waterways *Department of Health & Rehabilitative Services, Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks *U.S. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan addressing a "compensating volume" will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any 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 any code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for a period of six months after the time the work is commenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection must be logged during each six month period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMME PAYING T E FOR IMPROVEMENTS TO YOU PROPERTY. IF YOU WITH U LENDER Q AN ATTORNEY OR RECORDING YOUR N $2, VALUE OT NEED TO ECO AND POST A acknowledged 19_ STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____day of by STATE OF FLORIDA COUNTY OF The foregoing instrQ~nt was Before me this _____ day of by acknowledged 19 (name of person acknowledged) Dwho is personally known to me, or (name of person acknowledged) [1ho is personally known to me, or of identification) take an oath. Dwho has produced (type of identification) and who Ddid [)jid not take an oath o who has produced (type and whoD did 0 did not Signature of person taking acknowledgement Signature of person taking acknowledgment Name typed, printed or stamped Name typed, printed or stamped tn tt") o ~ ~" N o N ~ 00- 'PJ..S-, ~9 ,9, ^ ."'l" - o N ..... ......... 1:Y:J ....... \ " I I N w > 0::: l.&J ..-.... 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I .~ '".. : . rtJfUQS vJ'J. S I- e 's. ~ \. 1~'F' ',-~, 5:. , '" " \ , -.:~ ." '~... \. - ./ -. .. --: -+-- 71- \)': r' (~~.- on r ", --t ~ ! .3: \ 'J /1 '.' '. 'v -, ....- I /. / ~ .: < ' cr '. ..... I I Z -- '. .( , '~., .. ~..,./ 'f, ~ oD ~6p1b I. to ~ ? ' t 01 I l ~ /1 ' ,. .- I' ... " 1 t .... ..... - ,- " \ . .~ j \1 \J \; ~ ~ ~ , ~ j :',J, t ~ .- C"- .t ~ ~ ~{Q /::}-ti k I- '-3" 0 J \~ ~:?i~ ) r~ \.d'v~ .......... . ..... \ , ,'. 6 -<. ~ ... " ~ (.) ~ :> V ~ ~ ~ ~ r ~~ -:::: ~ ~ ~ \) N / ' I. I -tr' I I ,. .~, -, ! \-1 \.(\! ~I ' ~j .~ h. ~ M 1 s ~ t1 L "3 v~ ~ \--- ... ,..;-- "., "O.OV ,-~- - - .- --,. - ~~ , ~ 1 -- ~'.. ~ \f\ ~ to, I: ~ ~ ~ ;(: ,-i" '~ .1- " c -f-- . C _I ~ c:-' ~ "- <::) -I 10(' - 1I~-U ' -z. - c J. ~ ~ Ii .1 I I -011 -,I , _.. I, ~ <:)1 N -' ( . (' ".-.. (' ~ \ ./ \'" ~ ~ 't ~ 9 S ~ \4j' \- o '\- ~ ~ " 11 ~ dl ~l c1 ,W l- 'Z 01 ~~ ~ ~ ~Tf \i) ~ \- ~ ~ ~ u I o () ~ I ) J '~ I 1/9;91~ ".---.;o'bt ~ -- . i , \ \ .J ,)S". C)1 , ~<:)I -' : ~ _1 yq ...---...-"-. o. <:) , ~ - ~ o I'"" ---r - '\ .u. \- ~ ~ ~ ;. I 0 c - . -1 I - ~ ~ 'I ~ ,\ ~ Z ~ ~ I :. ~, ! i -Z -Z -' ~, <l -_. , 1 ~ -oj ~ -i J _t i ~ cJ ~ ~ -11 3- 7- " 1./1 ~ & I UJ o~ I,OjZ\ :I\~ D - '?I ~ ~4( , z \-~I ~ j~ 3 .rJ. ~ a..: ~ ~ \~ \.\) 1 01 0"'1 I \{l ~' I .c:::::- i - --l. r- -.'tl\~-l <:J I . ~1.'I~ -, , 7' I ' II L. ;'ZI ---- . t SECTION 2 'l'--- I i I i ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS ~~-- W ------1----- W ----J II II II II oVERHANGllVARIEs II II II II II II II NI1W/2+0.H .f---.u Nl1w/2.-..-1N=w/2+~.H. ! ..:.:~/'/~ -I II'@ JI I] .JI . If . . U< ..- N W ...J aJ ~ ...J Z <( a. (j) ~ <( W aJ I I _>k- ~ NOTE: FOR BEAM SPAN LENGTH "A" FOR TABLE 2 EQUALS THE LARGER OF: A=W OR A=W/2+0.H. DOUBLE CARPORT SCALE: 1/4" - 1'-0" . SLOPE 1/2 I 12 KNEE BRACE 'W' FOR BEAM SIZE. 'W' FOR BEAM SIZE . MINIMUM SLOPE SHALL BE 1/2" PER 12" EXCEPT FOR 0026" PANS FOR WHICH THE SLOPE SHALL BE 3/4" PER 12" FOR SPANS EXCEEDING 12'-0" OR MANUFACTURERS RECOMMENDED SLOPE r- .... ' N W ...J aJ <( I- ...J Z <( a. (j) ~ <( W aJ L ~- W -----J II II II MONO-SLOPED ROqf II OVERHANG VARIES II II II Ait^'/2+0.H, T A=W/2+'1IH. .~ ~ SHADING DENOTES MAXIMUM ROOF AREA FOR COLUMNS AND FOOTING SINGLE CARPORT SCi\LE: 1/4" - 1'-0" . SLOPE 1/2 12 'W' FOR BEAM SIZE SEE TABLE 2.1'.1 AND OR TABLE 2.1.2 AFTER COMPUTING 'A' LARGEST VALUE POST SIZE AND SPACING PER TABLE 2.1.1 AND / OR TABLE 2.2.2 NOTE KNEE BRACES ARE REQUIRED IF POSTS ARE NOT SET IN CONCRETE FOOTING END VIEW DOUBLE CARPORT (GABLED) SCALE 1/4" - 1'-0" BEAM IF REQUIRED \ FOR KNEE BRACING \ SEAL PAGE END VIEW SINGLE CARPORT SCALE: 1/4" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 @ COPYRIGHT 1999 56 NOT;ro BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E. ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS PAN OR COMPOSITE PANEL (SEE TABLES SECTION 7) TOP PLATE PT OR WI VAPOR BARRIER @ ALUMINUM ROOF 2 x 4 TOP PLATE @ ROOF 2 x 2 ALUMINUM OR 2 x 4 LUMBER #2 S.P.F. (MIN,) SHEATHING: 7/16" O.S.B. OR 1/2" PLYWOOD WI STUDS 24" O.C. OR STRUCTURAL GRADE THERMAL PLY WI SlUDS@ 16" O.C. 2 x 4 PRESSURE TREATED PLATE WI 3/8" x 4-1/2" CONCRETE ANCHORS @ 4'_0" O. C. (SEE SLAB DETAILS) ATTACH SHED OR ROOM WALL TO HOST STRUCTURE WI 1/4" ~ 3-1/4" TAPCONS @ 16" O.C, FOR MASONRY OR #16d COMMON @ 16" O.C. OR #10 x 3-1/2" FOR WOOD OR #10 x 2-1/2" S.M.S. FOR 1 x? ALUMINUM OR #10 x 3-1/2" S.M.S. FOR 2 x 2 ALUMINUM SHED IS FRAMED FOUR WALL STRUCTURE OR ATTACHED TO HOST MAXIMUM FLOOR AREA 200 SQ. FT. FLOOR AREA GREATER THAN 200 SQ. FT. USE SECTION 4 POST AND BEAM DETAILS AND TABLES SECTION 2 FOOTING AND CONNECTION DETAILS SECTION 2 UTILITY SHED AND CARPORT WALL SECTION SEE CONNECTION DETAILS (SECTION 7) ~ SEE CONNECTION DETAILS (SECTION 7) 12" x PAN (SEE TABLES SECTION 7) USE 'W' TO SELECT PAN FOR REQUIRED SPAN ~___.u .___u_ 'W1' VARIES ~._.._.u__ FOR FRONT BEAM USE L = WI 2+0VERHANG . SECTION 2 SCALE: 1/4" =: 1 '_0" SHEDS AND UTILITY ROOMS BUILT UNDER SECTION 2 SPECIFICATIONS SHALL BE LIMITED TO 16 FT. IN ROOF SPAN DIRECTION AND 200 SQ. FT. MAXIMUM AREA. 2. ALL WOOD FRAMING AND SHEATHING CONNECTIONS SHALL BE IN COMPLIANCE WITH STANDARD CODE 1997 CHAPTER 23, TABLE 2306.1 OR AS NOTED BELOW. CONNECTION FASTENER NUMBER I SPACING WALL SHEATHING 1/2" OR LESS #6 COMMON 6" O.C, EDGES AND 12" O.C. FIELD TOP OR SOLE PLATE TO STUD A. END NAIL #16 COMMON 2 B. TOE NAIL #8 COMMON 2 Lawrence E. Bennett, P.E, CIVIL ENGINEER - DEVaOPMENT CONSUL TANT PO. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 SEAL PAGE @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, PE 55 SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS Table 2.3 Schedule of Post to Beam Size and Number of Thru-Bolts Required Aluminum Alloy 6063 T-6 Minimum Post Size 3"x 3"x 0.060" Scalloped 3"x 3"x 0.060" Scalloped 3"x 3"x 0.060" Scalloped 3"x 3"x 0.060" Scalloped 3" x 3" x 0093:' 3" x 3" x 0.093" # Thru-Bolta L-O+'I," 1/4" e 3/8" e 2 2 2 2 3 2 3 Table 2,4 Existing Slab on Grade with unknown reinforcement Isolated FootIng Uplift Dimensions" Rating # Maximum Attributable Roof Area in Square Feet 1'-0" x ,'-0" x 1'.0" 520 30 26 22 20 16 1'-4" x ,'-4" x 1'-4" 1000 59 50 38 31 1'.6" x 1'.6" x 1'.6" 1320 77 66 57 51 41 1'.8" x 1'.8" x 2'.0" 2040 120 102 89 78 64 1'.8" x 1'-8" x 2'.6" 2540 150 127 111 98 80 2'.0" x 2'.0" x 2'.0" 2640 155 132 115 102 83 2'.0" x 2'.0" x 2'.6" 3300 194 165 143 127 103 2'.6" x 2'.6" x 2'.6" 4000 270 230 200 177 144 2'.6" x 2'.6" x 3'.0" 4800 324 276 240 212 172 UNotes: Isolated Footing IS a poured concrete rectangular sOlid iLength x Width x Depth) Slab on grade must be new or In good condition (1) 80# Bag (1) 80# Bag (1) 80# Bag rade wllh 80 # ba re-mix concrete and backfilled to rade Maximum Attributable Roof Area in Square Feet 102 87 76 67 54 1 0 ,. 91 79 70 57 11 2 95 83 73 60 SEAL Lawrence E. Bennett, P,E. CIVIL ENGINEER. DEVELOPMENT CONSUL T ANT PO. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 PAGE --- 72 @ COPYRIGHT 1999 NOT TO BE R,EPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS .F.1i1r:w....... Allowable Attributable Roof Area per Post for Carports, I;'atio Covers, and other Open Buildings - ALUMINUM POSTS Aluminum Post Wind Load = 102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH Applied Load = 17 #/Sq. Ft. I 20 #/Sq. Ft. I 23 #/Sq. Ft. I 26 #/Sq. Ft. I 32 #/Sq, Ft. Maximum Allowable Roof Area in Square Feet for Various Loads on Post Load in Lbs 3" x 3" x 0.090" Hollow Extrusion - Aluminum Alloy 6063 T-6 5.184 3lJ5" 259 225 199 3,888 229 194 169 150 3.024 178 151 131 116 2,268 133 113 99 87 Load in Lbs Jilllllij3" x 3" x 0.125" Hollow Extrusion - Aluminum Alloy 6063 T-6 6,912 346 301 266 5,184 259 225 199 4.032 237 I 202 175 155 3,024 178 I 151 131 116 Load in Lbs 4" x 4" x 0.125" Hollow Extrusion - Alumi.num Alloy 6063 T-6 9.312 548 466 405 358 6,984 411 349 304 269 5,432 320 272 236 209 4,074 240 204 177 157 He ig ht 11'-10" 13'-10" 15'-10" 17'-10" Height 13'.9' 16'-1' 18'-4" 20'-7" Height 15'.9" 18'-5" 21-0' 23'-8" Height 19'-10" 21'-9" 23'.9 25'.9' Height 19'-8' 21-7' 23'.6 25'-6 Height 26-8' 29-3' 32'-0" 34-8" 162 122 71 216 162 126 95 291 218 170 127 Wind Load = Applied Load = Maximum Load in Lbs 10,050 7,430 5,638 4,371 Load in Lbs 15,8 0 11,730 8,970 6,9(0 Load in Lbs 12,E 50 9,3 0 7,1 iO 5,5lO Steel "Post 102 MPH 110 MPH I 120 MPH I 125 MPH I 140 MPH 17 #/Sq. Ft. I 20 #/Sq. Ft. I 23 #/Sq. Ft. I 26 #/Sq. Ft. I 32 #/Sq. Ft. Allowable Roof Area in Square Feet for Various Loads on Post 3" x 3" x 14 Gauge Post - 46 k,s.i. Steel 591 503 437 437 312 323 332 282 245 257 219 190 3" x 3" x 11 Gauge Post - 46 k.s.i. Steel 934 794 690 690 587 510 528 449 390 406 345 300 4" x 4" x 14 Gauge Post - 46 k.s,i. Steel 744 633 550 550 468 407 421 358 311 324 275 239 387 286 217 168 610 451 345 265 487 360 275 212 314 232 176 137 496 367 280 216 39 29 22 17 Lawrence E. Bennett, P.E, CIVIL ENGINEER - DEVELOPMENT CONSUL TANT POBOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTFN PERMISSION OE I AWRFNCF F RF NNF II P r . ............----...-.+-....---......-----. 9'" "' SECTION 2 SEAL PAGE 71 SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS .F.1i1r;w....... Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and other Open Buildings with Solid Roofs Aluminum Alloy 6063 T-6 -------- Wind Zone .. 102 MPH J 110 MPH I 120 MPH I 125 MPH I 140 MPH Applied Load = 17# I Sq. Ft I 20# I Sq, Ft. I 23# I Sq. Ft. I 26# I Sq. Ft. I 32# I Sq. Ft Load Width 2" x 6" x 0.050" x 0.120" Self Mating Beam , 8' 16'-11" 15'-7" 14'-7" 13'-8" 12'-4" 9' 15'-11" 14'-9" 13'-9" 12'-11" 11'-8" 10' 15'-2" 13'-11" 13'-0" 12'-3" 11'-0" 11' 14'-5" 13'-4" 12'-5" 11'-8" 10'-6" 12' 13'-10" 12'-9" 11'-11" 11'-2" 10'-1" 13' 13'-3" 12'-3" 11'-5" 10'-9" 9'-8" 14' 12'-10" 11'-10" 11'-0" 10'-4" 9'-4" 16' 11'-11" 11'-0" 10'-4" 9'-8" 8'-9" Load Width 2" x 7" x 0.055" x 0.120" Self Mating Beam 8' 19'-4" 17'-10" 16'-8" 15'-8" 14'-1" 9' 18'-3" 16'-10" 15'-8" 14'-9" 13'-4" 10' 17'-4" 15'-11" 14'-11" 14'-0" 12'-7" 11' 16'-6" 15'-3" 14'-2" 13'-4" 12'-0" 12' 15'-10" 14'-7" 13'-7" 12'-9" 11'-6" 13' 15'-2" 14'-0" 13'-1" 12'-3" 11'-1" 14' 14'-8" 13'-6" 12'-7" 11'-10" 10'-8" 16' 13'-8" 12'-7" 11'-9" 11'-1" 9'-11" Load Width 2" x 8" x 0.072" x 0.224" Self Mating Beam 8' 24'-10" 22'-11" 21'-4" 20'-1" 18'-1" 9' 23'-5" 21'-7" 20'-2" 18'-11" 17'-1" 10' 22'-3" 20'-6" 19'-1" 17'-11" 16'-2" 11' 21'-2" 19'-6" 18'-3" 17'-2" 15'-5" 12' 20'-4" 18'-8" 17'-5" 16'-5" 14'-9" 13' 19'-6" 17'-11" 16'-9" 15'-9" 14'-3" 14' 18'-9" 17'-4" 16'-2" 15'-2" 13'-8" 16' 17'-7" 16'-2" 15'-1" 14'-3" 12'-10" Load Width 2" x 9" x 0.072" x 0.224" Self Mating Beam - 11' 23'-2" 21'-4" 19'-11" 18'-9" 16'-11" 12' 22'-2" 20'-6" 19'-1" 17'-11" 16'-2" 13' 21'-4" 19'-8" 18'-4" 17'-3" 15'-7" 14' 20'-7" 18'-11" 17'-8" 16'-7" 14'-11" 16' 19'-3" 17'-9" 16'-6" 15'-7" 14'-0" Load Width 2" x 9" x 0.082" x 0.306" Self Mating Beam 8' 29'-8" 27'-4" 25'-6" 23'-11" 21 '-7" 9' 27'-11" 25'-9" 24'-1" 22'-7" 20'-5" 10' 26'-6" 24'-6" 22'-10" 21'-5" 19'-4" 11' 25'-4" 23'-4" 21'-9" 20'-5" 18'-5" 12' 24'-3" 22'-4" 20'-10" 19'-7" 17'-8" 13' 23'-3" 21'-5" 20'-0" 18'-10" 16'-11" 14' 22'-5" 20'-8" 19'-3" 18'-2" 16'-4" 16' 20'.11" 19'-4" 18'-0" 16'-11" 15'.3" "-- Notes: Above spans do not inClude length of knee brace Add honzontallength of knee brace to above spans for total beam spans SEAL Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368, SOUTH DAYTONA, FL32121 TELEPHONE (904) 767-4n4 FAX (904) 767-6556 PAGE "---~ @ COPYRIGHT 1999 68 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 7 SOLID ROOF PANEL PRODUCTS .F.11'1r..-..... Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-14 or H-25 3" x 12" x 0.019" Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhanq Condition Region Load NONE 1'.0" 2'.0" 3'.0" 4.0" Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0" 102 M.P.H. 17 10'.11" 11'.2" 11'.B" 12'.6" 13'.7" 102 M.P.H. 29 B'.5" B' 7'" 9 4" 10'.4" 11 ., 110 M.P.H. 20 10'.1" 10'.4" 10'.10" 11'.9" 12'.11" 110 M.P.H. 35 7'.B" 7'.11 " B'.7'" 9'.9' 11' ,. 120 M,P.H. 23 9'.5" 9'.B" 10'.3" 11'.2'" 12'4'" 120 M.P.H. 41 7'.1" 7'.4" B'.r' 9'.3" 10 8"' 125 M,P.H. 26 8'.10" 9'.1" 9'.9'" 10'.B'" 11'.11'" 125 M.P.H. 45 6'9" 7'.0'" 7' 10" 9 0'" 10 5'" 140 M.P.H. 32 7'.11" B'.3" 8'.11'" 9'.11'. 11 4 140 MP.H. 56 6'.0" 6'.4" 7'.3'" 8' 6" 10' 0' 3" x 12" x 0.1126" Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0" Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0" 102 M.P.H. 17 13'.11" 14'.1" 14'.6'" 15'.2'" 16'.0'" 102 M.P.H 29 10'.B'" 10' 10'" 11'.4'" 12'3" 13'.'~'. 110 M.P,H. 20 12'.10" 12'.11" 13'.5'" 14'.2" 15'1' 110 M.P.H. 35 9'.8'" 9'.11'" 10'.6'" 1 '-.5'" 12..7" 120 M.P.H. 23 11'.11" 12'.1" 12'.7'" 13'.4'" 14'.5" 120 M.P.H. 41 8'.11" 9'.2'" 9' 10" 10'.9" 12'.('.' 125 M.P.H. 26 11'.3" 11'.5" 11'.11" 12'.9'" 13'.10' 125 M.P.H 45 8'.7" B'.9" 9' 5'" 10'.5" 11' 8'" 140 M.P.H. 32 10'.2" 10'.4" 10'.11" 11'.9'" 12'.11'" 140 M.P.H. 56 1'.8'" 7.11" S .8'" 9'9" 11'." 3" x 12" x 0.032" Riser Panels Open Buildings Enclosed BUildinqs Wind Applied Overhang Condition Wind Applied Overhanq Condition Region Load NONE 1'-0" 2'.0" 3'.0" 4'.0" Reqion Load NONE 1'.0" 2'.0" 3'-0" 4'.0" 102 M.P.H. 17 15'.5" 15'.6" 15'.11" 16'6" 17'.4'" 102 M.P.H. 29 11'.9" 11'11'" 12'.5'" 13'3'" 14' 3'" 110 M.P.H. 20 14'.2" 14'.4" 14'.9" 15'.5" 16'.3" 110 M.P.H. 35 10'.9" 10'.11" 11.5" 12'.3" 13'-5" 120 M.P,H. 23 13'.3" 13'.5" 13'.10" 14'.6" 15'.6" 120 M.P.H, 41 9'.11" 10'.1" 10'.B" 11'.7" 12'.9" 125 M.P.H. 26 12'-5" 12'.7" 13'.1" 13'-10" 14'.10" 125 M.P.H. 45 9'.5" 9'.B" 10'.3" 11'.2" 12'.5" 140 M.P.H. 32 11'-3" 11'-5" 11'.11" 12'-9" 13'.9" 140 M.P.H, 56 B'.6" B'.9" 9'.4" 10'.5" 11'.8" Note: Total roof panel width = room width plus wall width plus overhang. .F.1nr..-... Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-28 3" x 12" x 0.019" Riser Panels Open Buildings Enclosed Buitdinqs Wind Applied Overhang Condition Wind Applied Overhanq Condition Region Load NONE 1'.0" 2'.0" )'.0" 4.0" ReQion Load NONE 1'.0" 2'.0" 3'.0" 4'.0'" 102 M.P.H. 17 12'.9" 12'.11" 13'.4'" 14'.1'" 15 0 102 M.P.H 29 99' 91 ;.. 10'_6 . 1 r5" 12'.7'" 110 M.P.H. . 20 11'.9" 11'.11'" 12'5" 13'.2'" 14 -2' 110 M.P.H 35 S.W 9 l' 9' ~ , :,'.8' 11.11" 120 M.P.H. 23 10'.11" 11'.1" 11'.S.' 12'.6. 12' ~'. 120 M.P.H. 41 8. " e '0 " , . c'2' H , ' 125 M.P.H, 26 10'.3" 10'.6" 11'.0'" 11'.11.' 1.3 0 125 M.P.H. 45 - Ie 8 q 9' 10 ;1 " 140 M.P.H. 32 9'.3" 9'.6" 10..'- 11.1' 10 3' 140 MP.H 56 -.D' - .: . . , 0' 1;Y S 3" x 12" x 0.026" Riser Panels Open Buildinqs Enclosed BUlidings -- Wind Applied I Overhang Condition Wind Applied Overhang Condition Region Load I NONE. 1'-0" J 2'.0" 3'.0" 4'.0" Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0" 16'.8" 17'.3'" 18'.0" 102 M,P.H. 29 1;"4'" 1[', Ir 1,1".9' 14'.rj 110 M.P.H. 20 14'.11" 15'.0" 15'.5" 16'.1" 16'.11" 110 M.P.H. 35 11.3'" 11 5 11.11 12.9' 13'.!'I. 120 M.P.H. 23 13'.11" 14'.0" 14'.5" 15'.1" 16'.0'" 120 M.P.H. 41 10'5'" 10 7'" II 2' 12'0'. 13' 1 125 M.P.H. 26 13'.1" 13'.2" 13'.B" 14'.4" 15'.4" 125 M.P.H. 45 9' II'" 10'.1'" iU'R. 11' 7' 1;" C." 140 M.P.H. 32 11'.9" 11'.11" 12'.5" 13'.3" 14'.3" 140 M.P.H. 56 B'.11" 9' 1 9 9" 10'-9 11 , , 3" x 12" x 0.032" Riser Panels ODen Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'.0" 3'.0" 4'.0" Region Load NONE 1'.0" 2'.0" )'.0" 4'.0" 102 M.P.H. 17 17'.10" 17'.11 " lB'.4'" lB'.10" 19'.7" 102 M.P.H. 29 13'.B'" 13".10'" 14'.3'" 14'.11'" 15'.1-]"' 110 M.P.H, 20 16'.6" 16'.7" 16'.11" 17'.6" lS'.4'" 110 M.P.H. 35 12'5" 12'.7" 13'.r 13'.10'" 14'.10'" 120 M.P.H. 23 15'.4" 15'.6'" 15'.11'" 16'.6" 17'.4" 120 M.P.H. 41 11'.6" 11'B" 12'.2'" 12'.11'" 14' 0' 125 M.P.H. 26 14'.5" 14'.7" 14'.11'" 15'.8" 16'.6'" 125 M.P.H. 45 10' 11" 11'.2" 11'S'. 12'.6" 13' r 140 M.P.H. 32 13'.0" 13'.2" 13'.8'" 14'.4" 15'.3'" 140 M.PH. 56 9' 10'" 10' 1'" 10'.8'" 1 r.6" 12' 8 Note. Total roof panel Width = room Width plus wall Width plus overhang Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT PO. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 SEAL PAGE 178 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PARr WITHOUT THE WRITTEN PERMISSION Of I AWf<1 NCf l BENNETT. P [ SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS o PAN OR COMPOSITE PANEL ROOF o o CENTER OF J BRACE CONNECTION FOR START OR END OF BEAM SPAN KNEE BRACE NOT REQUIRED FOR ATTACHED STRUCTURES KNEE BRACE REQUIRED IF POST NOT SET IN CONCRETE FOOTING H-CHANNEL KNEE BRACE 2" x 3" X 0.050" KNEE BRACE WI (3) #10 x 1/2" EACH SIDE OF BEAM U-CHANNEL ON SIDE WI (3) #10 x 1/2" AND KNEE BRACE INTO POST AND (3) #10 x 1/2" EACH SIDE OF KNEE BRACE WI CORROSION RESISTIVE WASHER HEADED SCREWS KNEE BRACE TO POST DETAIL - BEAM PERPENDICULAR TO ROOF 'SCALE 1/4" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT PO. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767.4774 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT 1999 62 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, PE 1111111 III" 1111I 11111 11111 11111 11111 1111I lilll IlIil 1111 "" 2000085795 Rcpl: 426265 OS: 0. 00 07/10/00 Rec: 6.00 IT: 0.00 Dpty Clerk State of T[ny\'c!o- NOTICE OF COMMENCEMENT County of J ~ C;(ll() THB tmDERSIGNED hereby gives notice that improvement will be made to c~rtain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. , 2 . General Description of Improvement P tJ'{ + ~~91~~~~MA~'4PIASCO lCOUNTY CLERK ~~. pm of 1 OR BK 4400 PG 1187 or AiL-eeN O'rfhf'ley 3. Owner Information: I Name 11.) " II ,. l'L Yn.. Eme'ClA.lQ... fv.I~,(1(. Address ~ 7/;)... A W\e~~ity Interest in Property: () uJ f\I p ~ Name of Fee Simple Titleholder: (If other th~n owner) 5. ..s State 3=" L Address City State ,-- R'." "' Contractor: Name~ z... ffi.u.,ll'v'\./N\A ""'~ fJ'rod.uc...-f-s Address 3~'~~ (jtAcj(€yk'd~ity 2-f'~!'({S StateT'L 335 'f0 5. Surety: Name Address City State Amount of Bond: $ ~ T__~___ .y___ )Il:J31::J Alnd30 -_._--. .. ll:JnO::J Iln::Jtii:' - z ----- - ~o AVO -SIHIW3S 10,')':,: AW SS3NIIM '381~~0 SIHl NI a~o,m' 311~ NO IN3wn80a 3Hl ~O AdO:) 1:J:ltlv V SI 8NI083l::l0~ 3H11VH1 A~11l::l38 0181 ::ii: 08S'v'd .:10 Al.1\l{ 'v'a1ljOl.:l .:10 3.1.'V.l._ .\ ~. ;\\,:." J ,>.:;,~~ (:;J;' >fl::l31:J A1nd3a 1!:!nO:J IIn:J!:!I:J 1:J 'MI 40 HUl.~IZ 'I~:j<: '\l1"1~~0