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Home My WebLink About94-4098 . , '. . B'UllDING PERMIT CrTY OF ZEPHYRHILLS (813) 788-6611 P . N.o ermlt -. 4098 A Date 6 - /-..J -=- 7' Y '/ tJ 7:.SL> BUILDING S9. ?.s- ELECTRICAL 0~UV PLUMBING .30.6n MECHANICAL Sewer Conn Water Meter: T.I.F.'s: /02-:l R-. 07:) , 3~CJ --cTD / 66 -: on Water Conn: Pcope~y own"~~2i'-- Job Address: J 9' ~ Parcell.D. # /t:J-:26 -.;2/- O/.J...O- /.) t:)O ZJZ)_ 1;;2.,0 (.) Zoning, En"gy Codoo ~~ R'~n G,,, /6-';}.3 Description of Work ~~AJ ~r ' ~ -L ~~~ (j NO OCCUPANCY BEFORE C.O. FINAL Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordaro::-e with City Codes and Ordinances. DATE C.O. .-2-;.2 - YL/ DATE Ks- Pe,m;' Fee ,~.oS Slgnatur~__ Company Address Telephone# Valuation or v....-. 7 J 0. /t""""T'\ Contract Price /\.::) _ _12. L. '-' L-' City License Registration # State Certified License# rRi ~ ~ '...,1: BUILDING /1/4;. ~'/ ELECTRICAL 6171 {~~:l~ PLUMBING Y.'6~ SLB fD~Z'l. qJof 8 c.DL Tub Set I}--,~}-~~ (1~ Water Sewer 'f)~/D-4~ B L(,.. Final l3aL(~~*. MECHANICAL ?? Ftr. G:r 2..J4...f t) I u.-. Pre SLB 7~~ eN f,ILLr Lintel FRM, q-11~ Insul. CL' . 1 (...L; WL ,__.~lL. ~~.l;~C~ 7-trg.i:-I hlt..J- riNveway %...~~~ p,t_L N ore. 0-2.1~q<f (xu- ~~t.3i>,'lIf~It.L REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.001 shall be made for each trip for each trade: 1-1 / /J -~O -cry a. Wrong Address / /~~ IJEp" J2 lIo."M:- b. Condemned work resulting from faulty construction. 'N tl, b -A.::::, --.9 V (/a-,,-1'1) c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. ~;J -1-:.... <> ~ ') C _ '7 u nII-:J -30 . '/'1 e. Permit not posted on job site. c;ee.~r. / e><'- I 7 fW'C f. Plans not at job site. g. Work not accessible. Tp. Servo Rough In '1...~~-Q4 ~ Meter Can " o./...s--?y Const. Pole b.30-Q4 ~ Pool Pre-Meter 1...l1:-44 ~ Final Breakers Ducts Insl.f)-~-q LI Compressor Final &~ The payment of inspection fees shall be made before any further permits will be issued to the person owning same. APPLICATION FOR PERl'IIT CITY OF.ZEPHYRHILLS BUILDING DEPARTMENT ~'1(~A0 .~~,: ...$r ~.b-: cTl> "-~'-?';/ APPLICANT ~ ~YMA~ COI\.\S-\-e-~Oy.J ~I\J~ ADDRESS 31 ~z.~ s. e, S4.- 'Wcs"'(-- Z::.phy fLn~ \\s PHONE ,82." ()8~5 OWNER \hC:lN\~'S.. ~o t; \-'ZA\od-h lV' AiC~~O.u ..37'/f3 7?./L~ JOB LOCATION \;cf \2.D~ ~e D~('~ M~otC.. LEGAL DESCRIPTION: LOT(S) BLOCK LOT SIZE&,3 X \OS- AREP, SQ. FT. ~D, /6,00 SUBDIVISION \\)CDG-e~OOQ f'v1A,-f\XJL PARCEL 1. D. I': \ D - :2..<0"':;).' - 6 \ 2..D - 60000" \l-D () WORK PROPOSED:~New Construction ____Addition ____Alteration ____Repair ____InstaLl ____Sign/Temp. PROPOSED USE: ~Single Family ____Sign _Move ____Demoli"i ____M/F ____II of Uni ts _~l/H ( _Commercial ____Indust. ____Swim. Pool Other "} _Restaurant & Health Department Approval BU1LDING SIZE -; . 30 x~1 15~3 Square Feet. Sf He igll' RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FOR."1S.' COM.'1ERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FOR~lS. H **COPY OF CONTRACT REQUIRED. PERMITS REOUESTED YBUILDING .Y ELECTRICAL .../ ",t ~MECHANICAL LPLl~BING $ ZDo Valuation of Total Construction AMP Service Florida Power Corp. ~\~.R.E.C. $ Valuation of Mechanical lnstallation GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: ____Block ~Frame ____Steel Other FINISHED FLOOR ELEVATIONS; FT, ****************************************** CONTRACTOR SE~ON BUILDER Company '11\1\1\--,,) Ce~~4. ~l\.C. ~.. ~ State Cert. or Regist, II CSC-D55'13+ Signatur ~ ~ City License Registration # J>.s- , * * * * ** * ** * * * * **** ** ***** ** * ** * * * * * * * * ofn', * * *. ~--- ~ ~ .0' ET ECTR1 (;1 AN .l.A'- ,,~I\) \: ' ~ ~,l~~ Si~nature ~~ \=> W~ Signature Company fl\Pr(L-l~ ~ ~ \ e~~ <- State Cert, or Regist. 1F D~\ I.{\.{q City License Regis tration iF .;ll, ****************************************** . C} compan~ {<l I tv J ~ V" e5 fir,." 9 i!19 State Cert, or Regit't. IF ' R F ao 16 City License Registration iF I C;~ ****************ft******************* Signature '~{{~1'VJl- Ba.Jvv Company EA-'n~~ c:,.A:S.A-N~ 7~~e .:r~ State Cert. or Regist. I.t CA(!C.43Qqe, City License Registration 'I '7)( ****************************************** MECHA.NICA.l Company 2f State Cert. or Regist. U City License Registration ff OTHER Signature APPLICATION APPROVED BY ****************************************** J1 d/M A ~ _-.!i ~/1&rW- PERmT OFFICER. :! " ~ec:i : a 1. " L~~ ~ ,. IJ:I ~nflJ- ~ -~;l'r;"'f ,,' ~~' H. f'lUl.lLt:. ur uc..c.u ,-.d.::....JIJ\....I.l...rI..L\...JI't...J The.ond:rsigned understa~ds that this perlitlay be subject to "deed restrictions" which Gay be lore restr.ictive t~an City . regulatIons. The undersIgned assules responsibility for cOlpliancewith ~ny appli~able deed.re~tricttons. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with state and local regulations. If the contractor is nol licensed as required by law, both the owner and contractor lay be cited for a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to what licensing reQuirelents lay apply for the intended work, they are advised to contact the Crty of Zephyrhills Building Depart.ent, (B131 788-6611. Furtherlore, 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 sign 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 lay be an indication that he is not properly licensed and is not entitled to perlitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION 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 - HOleowner's Protection Guide" prepared by the Florida Departlent of Agriculture and Consuler Affairs. If the applicant is sOleone other than the "owner", I certify that I have obtained a copy of the above described doculent and promise in good faith to deliver it to the "owner" prior to cOllencelent. ./ ;1 E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all a~plicable laws regulating construction, zoning, and land developlent. I Application is hereby lade to obtain aperlit to do work and installation as indicated. I certify that no worK or installation has cOllenced prior to issuance of a perlit and that all work will be perforled to leet standards of all laws regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that the regulations of other governlental agencies lay apply to the intended work, and that it is IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not liaited to: I Departlent of Environaental ReQulation - Cypress Bayheads, Wetland Areas and Environlentally Sensitive Lands, Water/Wastewater Treat.ent I SouthNest Florida Water KanaQelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses f Arty Corps of EnQineers - Seawalls, Docks, Navigable Waterways I De artlent of Health L Rehabilitative Services Environlental Health Unit - Wells, Wastewater Treatlent, Septic Tanks I Environ.ental Protection AQency - Asbestos abateaent I also certify that, if fill laterial is to be used in Flood Zone "A" or "A,etc.., it is understood that a drainage plan addressing a "colpensating volule" will be sublitted which is preppred by a professional engineer registered in the State of Florida prior to perlit issuaQce. A perlit 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 perlit prevent the Building Official fro. thereafter requiring a correction of errors in plans, construction, or violations of any code.. Every perlit issued shall becole invalid unless the work authorized by such perlit is cO.lenced within six lonths of issuance, or if work authorized by the pertit is suspendeq or abandoned for a period of six lonths after the tile the work is cOllenced. One 90 day extension of tile, aay be allowed for the perait with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection lust be logged during each six lonth period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT HAY RESULT IN YOUR PAVING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF VOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT ,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT". STATE OF FLORID~J? COUNTY OF ~5 (!A) The foregoing ~en(.was acknowledged before me this , 19~ by firE V, J.-J I< Y U A N who is personally known to me or who has produced as identification and who a+d/did not take a ath. .STATE OF FLORIDA COUNTY OF P If S('.A'l . The foregoing instrument was acknowledged before me this ~<; ~' 19~ by K~VIL__y_~rj who is personally known to me or who has produced as identificatic.n and wrw .e..1-El/did nc.t take~yett1--- if . ~A~".A~9' -01..cr.L~ (Signatu',-e) _ "/ /J kf1n.l/~ J. brl77-J,.} (Name Typed, Printed or Stamped) NOTARY PUBLIC (Signature) J{ /1-71-1 J €.EAJ . R R N I ..il it (Name Typed, Printed or Stamped) NOTARY PUBLIC tit K/" ,. . J. BROWN ;C~orida My ~ ~tl=l" KATHLEEN J. BROWN S1ale of FlorIda My Cornm. EI& AprIl 2. 1995 Comm.' CC 095617 Ryman Construction 37443 Redberry VALUATION: $45,769.00 PERMIT FEES BUILDING: 407.50 PLUMBING: 55.00 SQ. FT. LIVING: 1 ,209 ELECTRICAL: 59.75 MECHANICAL: 30.00 SUB-TOTAL: $552.25 COST/FT: $35.00 CREDIT: 45.00 TOTAL: $507.25 SQ. FT. OTHER: 314 CONNECTION FEES COST/FT: $11 .00 SEWER: 1,278.00 WATER: 350.00 METER: 165.00 VALUATION $45,769.00 TOTAL: $1,793.00 DRIVEWAY $20.00 ADDRESS $20.00 FEE SHEET $245.00 SQ. FT. UNDER ROOF 1 ,523 RADON GAS $15.23 TRAFFIC IMPACT FEES $0.00 99% $0.00 GRAND TOTAL: $2,315.48 1% $0.00 r / i' / I -tDEPARTMEJ'I!~L_~C]_RRESPONDENCE) ~/ I. TO ____ DEP'T ____ FROM BILL BURGESS DEP'T SUBJECT 06/07/94 __ DATE __~ ______ Bedrooms do not meet egress requirements, when they are corrected we will need an OK from the engineer. CHECK TO SEE IF HOUSE IS IN FLOOD PLAIN " ) l/-\J J 1 ./}j)crt t rd - i 1'-'.:"- ,/ 0.._ (j , 1 -'. ~> 7 _'2,.1 ~)/ , ..'" ".:.I-/n....7-v..j'--~ '7./- ' ( ( ! ) I , . (, ( I,. f l' t: - - _.' "', , .-1 < I,~) ,-;" TOPS ~ FORM 3398 .... LITHO IN U.S A -<.. ~ ~ .:-".T. ... . - .. .._t< ~ tvlA-N (p~5 I. 3 7qLJ3 ~~0ElUUl VALUf\lloN ~ &.JlLDINb- iluMBlN6 - 55,0) . 5 ELEt.Tf{IUH-- 5q~ Ml:LuflN lUlL - 30, ~ ':- Su ~lOT1'lL" CRI=.b'T -15: 00 7drtiL fE~IVIIT : 35. DX 1/-01 Sq. F~ 1-1 VII\I{O 11/" :t: 31'-1 Sq, FT. CrrnJ:-~ CONNE-c..110N Fs.E...S SIfW~ - 112-7i>,e,o WA-rf({ - 350.(jO .- vO ME-TE.t'\ - tb~, 7OrAL: 117cr~tDV RADt1N bAS - /S:2-~ Ii 52-?:> Sf, Fr '1RANSpo~:rA 77 0 J\l I /111 pile.. -r F t..E.. N~ 10 TltL : CITY OF ZEPHYRHILLS BUILDING DEPARTMENT OWNER THOMAS MADISON JOB LOCATION LQJ 120 WEDGEWOODMANOR PARCEL I.D. # 10-26-2/-0/20-00000-1200 SHOW ALL EXISTING & PROPOSED STRUCTURES GI~ING DIHENSIONS & SETBACKS. .63.00 UTILITY BUILDINGS MUST SHOW SIZE & FOUNDATION INFOR- MATION. / 30.33 / N E '.oJ RES. ~IS23 I / .DO XS4.67 2<;.5 I 7.S1 , 20 FRONT PROPERTY LINE b3~QO . I 105.00 (NOTE EXAMPLES 1 & 2) , STREET REDBERRY COURT LOT ~120 1. SETBACKS FOR Rl, R2 ZONING 60'_ 2. SETBACKS FOR R3 ZONING 60' - 10' P E- R X 0 I I 10' P S 10' 0 T S I E N D G 20' 1 01 10' 10' EXISTING 10' PROPOSED 20'SGL FAM 30'DUPLEX 1 0' FRONT PROPERTY LINE FRONT PROPERTY LINE Wedgewood Mode11523 WIND LOAD ANALYSIS for: Ryman Construction by: Catalano Engineering, Inc. 4/11/94 Page 1 'I.) Lo~ation: Pasco C~unty, Florida II.) Design wind velocity: 100 (mph) III.) Construction: I-story Fiberglass shingles 1/2" CD plywood roof sheathing Wood trusses Gabel roof Wood frame Slab on Grade, (4 ") Stem wall footing Wedgewood Model 1523 IV.) Geometry Height of ridge (ft.): 13.5 Mean roof Height = 10.8 ft Height of eave (ft.): 8.0 Building Length (ft): 54.7 Building Width (ft.): 30.0 Roof pitch ("per ft. hz. 5.0 Roof overhang (ft): 1.0 Longitudinal exposure 749.0 sf Transverse exposure = 333.5 sf Plan area under roof = 1523 sf Rectangular Page 2 V.) Horizontat"pressure: P = Pv(GCp)(I) Use Factor ( I ) = 1.0 Velocity Pressure (Pv) : Pressure coefficient (GCp) : Transverse pressure (Ph) : Longitudinal pressure (PI) : Wedgewood Model 1523 lIyight(ft) Py(pst) ... 0-15 21.0 20 23.0 40 28.0 60 31.0 7 ?:>' ....... ,."....-... . ..-....",..--.. ......,,,..,..--. "...,...,..,..:.. Transverse '...Parallel Location .,..,4Jvu.... 1 0.80 N/A Sidewall 2 -0.75 -1.00 Roof 3 -0.75 -0.65 Roof 4 -0.70 N/A Sidewall 5 N/A 0.65 Endwall 6 N/A -0.55 Endwall Height(ft ) >Pressure (pst) 0-15 31.5 15-20 34.5 20-40 42.0 40-60 46.5 Height(ft) Pressure (pst) ..., 0-15 25.2 15-20 27.6 20-40 33.6 40-60 37.2 Therefore ; "Transverse pressure governs horizontal design" Page 3 VI.) Uplift pressure (l1): Pressure coefficient (GCp) : Transverse pressure (Ph) : Longitudinal pressure (PI) : U=Pv(GCp)(I) Wedgewood Model 1523 ::::::(:Zone. :aM.verse.: ::::::i:PatWai:fi/ : (::itQiitiSn.f ..................... ..... .n........................... ............................. ................................................-.-..... ..................... ............................ . ............................. 1 o. 80 N/A Sidewall 2 -0. 75 - 1 00 Roof 3 -0. 75 -0. 65 Roof 4 -0. 70 N/A Sidewall 5 N/A O. 65 Endwall 6 N/A -0. 5 5 Endwall Height (ft) Pressure. (pst) 0-15 -15.8 15-20 -17.3 20-40 -21.0 40-60 -23.3 Height (ft) Pressure (pst) 0-15 -21.0 15-20 -23.0 20-40 -28.0 40-60 -31.0 Therefore ; "Longitudinal pressure governs uplift design" Page 4 . ' . VII.) . Net Uplift Wedgewood Model 1523 Roof Deadloads: (SBC Appendix A) Element Description Weight (pst) Covering Fiberglass Shingles 2.0 Sheathing 1/2" CD Plywood 1.6 Framing Wood Trusses @ 24" O.c. 6.0 Ceiling 1/2" Gypsum 2.2 Total Roof Load = 11.8 psf Height (ft) Uplift .Pressure(pst) Roof Load. (pst) Net Uplift (pst) 0-15 -21.0 11.8 -9.2 15-20 -23.0 11.8 -11.2 20-40 -28.0 11.8 -16.2 40-60 -31.0 11.8 -19.2 VIII.) Hold-down at truss connection: Maximum truss length 32 (ft), Assumes Building Width + 2 x overhang Truss spacing (ft) = 2 ft Height (ft) ontributing area (sf Net Uplift (pst) **Uplift per brg. (Ibs) 0-15 64.0 -9.2 -294.4 15-20 64.0 -11.2 -358.4 20-40 64.0 -16.2 -518.4 r 40-60 64.0 -19.2 -614.4 f\ I ** Specify hold-down accordingly, FS 'built in' to Mfr's tables. IV ~\\ Page 5 \ \~~ 1x.) .o~erall M~ment Stability (Overturning): Resisting Moment: W(1) Dead loads above slab: Roof area: Dead Weight: Total Weight = Exterior Walls: Wall height: Unit weight: Wedgewood Model 1523 1523.0 sf 11.8 psf 17971.4 lbs (Neglect overhang; conservative) 17971.4 169.0 If 8.0 ft 11.0 psf( SBC Appendix A) Total Weight = 14872.0 lbs Interior Walls: Wall height: Unit weight: T otal Weight = Total Resisting Dead Load (W) : Dead Load Moment Arm ( I ) : Resisting Moment (RM) = Overturning Moment: U rft 14872.0 127.5 If 8.0 ft 8.0 psf( SBC Appendix A) 8162.61bs 8162.6 41006.01bs Total Resisting Dead Load = 41006.0 lbs 15 ft, Width /2 615.1 ft-kips U(1) + P(h) IpJI Height: 0-15 15-20 20-40 40-60 Roof area: 1523.0 1523.0 1523.0 1523.0 Gross Uplift : -21.0 -23.0 -28.0 -31.0 Total Uplift (U) = -31983.0 -35029.0 -42644.0 -47213.0 Moment Arm (1) : 15.0 15.0 15.0 15.0 Uplift Moment = -479.7 -525.4 -639.7 -708.2 Horizontal Pressure: sf psf lbs ft ft-kips d\~~ ~V\ Height: 0-15 15-20 20-40 40-60 Pressure: 31.5 34.5 42.0 46.5 Contrib. Height: 13.5 -1.5 -6.5 -26.5 Total hz. Pressure = 425.3 0.0 0.0 0.0 Moment Arm (1) : 6.8 14.3 16.8 26.8 Unit Pres. Moment= 2.9 0.0 0.0 0.0 Hz. Pres. Moment = 156.9 0.0 0.0 0.0 Page 6 sf If Ibs/lf ft ft-kips/lf ft-kips (x bldg. I t. Wedgewood Model 1523 Height: 0-15 15-20 20-40 40-60 Resisting Moment: 615.1 615.1 615.1 615.1 x 2/3 = 410.1 410.1 410.1 410.1 Uplift Moment: -479.7 -525.4 -639.7 -708.2 lIz. Pres. Moment : -156.9 0.0 0.0 0.0 Overturning Mmt. = -636.7 -525.4 -639.7 -708.2 Note: If OM < 2/3 RM, hold-downs are not required. Required tie-down force (T): ( Factor of Safety 'built in' to Mfr's tables.) Therefore: T x b + RM > or = OM. where, b= building width. T = (OM-RM) / b Height: 0-15 15-20 20-40 40-60 Tie-Down (T) = 719 -2988 819 3104 lbs ** Specify tie-down accordingly, FS 'built in' to Mfr's tables. Page 7 x.) . Shear: Wedgewood Model 1523 20-40 0.0 40-60 0.0 Total 299.3 pvlf 15-20 0.0 0.0 8180.01bs Total shear transferred to sidewall = 8180.0 lbs Unit Shear: v=R/b Unit Shear (v) =1 272.71 0.01 272.7Iplf 0.01 0.01 Unit Shear at Midheight walls (v'): (Design case) Total width of openings at mid-height wall: 10.2 ft Length of wall available to resist shear = 19.8 ft Unit Shear @ Midheight ( v' ) = Select structural element to resist v' from SBC tables ie. 1710.2B Shear capacity of structural element: 770 plf (Masonry, Fv=35psi x 2(1.25si x 12")/ft =1050 pIt) Required length of transverse shearwall = ~ ft Required length if non-continuous = ~ ft Longitudinal shear: Height: 0-15 15-20 20-40 . 40-60 Total Pressure: 25.2 27.6 33.6 37.2 Contributing Height: 6.8 -1.5 -6.5 -26.5 Unit Hz. Pressure = 170.1 0.0 0.0 0.0 Reaction (R) = 2551.5 0.0 0.0 0.0 2551.5 Unit shear (v=RIl) = 46.7 0.0 0.0 0.0 46.7 Tot. opngs. ~ mid ht 10.8 10.8 10.8 10.8 10.8 Unit Shear ( v') = 58.2 0.0 0.0 0.0 58.2 lbs r \ ~lf U \~~ plf ~ \ ,\ Required length of longitudinal shearwall = ~ ft Required length if non-continuous = [3Dft Page 8 xi.) S~rnmary: Wedgewood Model 1523 Describe the following: 1.) Truss fasteners. Uplift per Truss = -294.4 lbs Hughes HeS with 8 - 8d x 1-1/2" nail fasteners, ea. truss connection, (520 Ibs. cap. ea.) 2.) Hold-Downs at 2nd floor. IN/A 3.) Hold-Downs at foundation. Hold-Down required = 719.4 lbs Simpson LTT20 with 1/2" A.B. in found., 10-16d nails stud, (1750 lb. cap ea.) 4.) Shearwall element. Wood Frame: Panel Grade Thickness Nail size Edge Spacing Plywood Siding (Transv.) 1/2 " 10d 2" Plywood Siding (Longit.) 1/2 " 10d 6" Masonry: NI A Type CMU Wall thickness Rake Joints? Filled Cell Spacing 5.) Other: \~~ ~\~\ Page 9 fLURIDA ENERGY b ICIENCY C~DE FUR BUILDING JNSTRUCTIUN FORM 600A--93 Residential Component Prescr iptive Method A '. CENTRAL PROJECT NAME :f.i\A~,:;',,~v . .: BUILDER: Q~VV'(\'t0 ~ AND. ADD. R(::SS: \ ...~:" >?>-iJe"2.... C,. \''''''''c,.e\ ,L ..:'PERMI,TTIN~G .' ' : CLIMPITE. . ~;1 ''''-v\I...P(;LC_) , . ') Zy,. I vi I I 6 I I . c37Yf./3 ,Ld'.., ~ f'...\ANO<L ,OFFICE-U...e. :ZONE. 4'_1 51_' I_I OWNER: ThoAr\A.S l'J\~~~.:;~;....) : PERMIT NO. '/0 f<f' 13 I JURIS,DICTION NO. r;//6 0 D CK 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily-No. of units 4. If Multifamily, is this a worst case (yes/no) 5. Conditioned floor area (sq.ft.) 6. Predominant eave overhang (ft.) 7. Porch overhang length (ft.) 8. Glass area and type: a. Clear Glass b. Tint, film or solar screen 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R--value) 10a-2 R==11.00, 843.70sqft________. a. Adjacent: 2. Wood frame (Insulation R-value) 10a-2 R=11.00. 211.40sqft___ 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) i2.Air distribution systems a. Ducts (Insulation + Location) 13.Cooling system 14.Heating System: i5.Hot water system: 16.Hot Water Credits: (HR-Heat Recovery, DHP-Dedicated Heat. Purnp) 17.Infiltration practice: 1,2 or 3 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) a. Total As_Built points b. Total Base points New Construction Single-Family o 1. 2 . 3. 4. 5. 1090.00 6. 2.00 7 _ 4.75 Single Pane 8a. O.Osqft 8b.166.3sqft Double Pane O.OOsqft O.OOsqft 9a.R= 0.00 , 155.00 ft 11 a . R == 2 2 _ 00 , 1 090 _ 00 s q f t __. 12a. R= 6.00 , uncond 13. Type: Central AIC EER: 9.30 14. Type: Heat Pump HSPF: 6.60 15. Type: Electric EF: 0.88 16. 17. 18. 2 19. 19a. 19b. 93.77 20243.52 21587.71 -----_.,,--._--------------~---------------._.,._.._-------------------------.----------------.--.-... -------------------------------------------------------------------------------.-- 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 in accordance with Section 553.908 F.S. I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Code. PREPARE"fJ 8Y ~ ~"'<""nC_ DATE: -0/&/t4-"' I hereby certify that this building is in compliance with the Florida Energy Code. ~ OWNER/AGENT~ DATE: ..1;1 &j/14/" BUILDI6FFICIAL'~~.. DATE: -.:L I - c;>' * * * * *. * l+: *.* * * * * * * * * ** ~* * * *;t: * * * *;l< * * * * * *:+: * * * * * * * * * * * * * * * * * * *::1<" '*: * * *'* * * * *'* ~~( * * * *;t-: * ** * * * SUMMER CALCULATIONS *****i************************************************************************* === BASE === === AS-BUILT === GLASS---------------- ORIEN AREA x BSPM = ------------------------------------------------------------------------------- ---------------------.-.---------....-------------.-----------------------------.-------...-- I I POINTS : TYPE SC ORIEN ----------------------------------------------------------------------------------- AREA x SPM x SOF == POINTS N 77.41 82.2 6363.1 SGL TINT N 13.0 51.5 .83 553.6 SGL TINT N 13.0 51 .!5 .83 553.6 SGL TINT N 13.0 51.5 .83 553.6 SGL TINT N 13.0 51 .!5 .83 553.6 SGL TINT N 18.7 51.5 .83 794.8 SGL TINT N 6.7 51 .!5 .69 237.7 E 9.86 82.2 810.5 SGL TINT E 9.9 107.:1 .78 820.9 S 13.01 82.2 1069.4 SGL TINT S 13.0 98.3 .66 844.8 W 66.02 82.2 5426.8 SGL TINT W 40.0 107.1 .77 3309.2 SGL TINT W 13.0 107.1 .77 1076.3 SGL TINT W 13.0 107.1 .80 111:, .7 --_._-._---~-------------------------,----_..._---------------..--------------------------------------------".. .15 x CONDo FLOOR / TOTAL GLASS = ADJ. x AREA AREA FACTOR GLASS POINTS ADJ GLA~3S POINTS GLASS POINTS .15 13,669.86 ----------------------------------------------------------------------------------" 10,413.87 1,090.00 166.30 .983 13,439.70 : --------------------------------------------------------------.----------------- -----------------------------.----------------.--------------------------------.---------------...--. NON GLASS------------ : AREA x BSPM ~ POINTS : TYPE --------------------------------------..--------------------------------------..-----------.- WALLS---------------- Ext 843.7 1.0 Adj 211.4 .7 843.7 148.0 Exl Wood Frame Adj Wood Frame DOORS---------------- Ext 20.0 4.8 Adj 18.6 1.6 96.0 29.8 Ext Insulated Adj Wood CEILINGS------------- UA 1090.0 .6 654.0 Under Attic FLOORS--------------- SIb 155.0 -31.8 -4929.0 Slab-on-Grade INFILTRATION--------- 1090.0 10.9 11881.0 Practice #2 =====~======================================================================~== TOTAL SUMMER POINTS : 22,163.14 : R-VALUE AREA x SPM = POINTS 11.0 843.7 1.90 1603.0 11 .0 211 .4 .70 148.0 20.0 4.80 96.0 18.6 2.40 44.6 22.0 1090.0 .90 981 .0 .0 155.0 -31.90 -4944.5 1090.0 10.90 11881.0 TOTAL x SU~1 PTS COOLING : TOTAL POINTS : COMPON ~~=======================~================~=================================~=~ 20,223.02 x CAP x DUCT x SYSTEM x CREDIT = COOLING RATIO MULT MULT MULT POINTS SYSTEM MULT 22,163.14 8,200.36 : 20,223.02 1.00 1.100 ----------------------------------------------------------------------------_._._-~ 8,156.62 .37 .367 1.000 ==~=~~~=~============~=~~===========~===~~===================================== *~ *.** **************~l<:**** * * *** .,.,t;** * * * * **** *** * * * * * **** * **" ~ * **::1: ::1:** **'* * * *** ** * * * *. WINTtR CALCULATIONS ~****************************************************************************** === BASE ===: === AS-BUILT === =~===========================================================================~~ GLASS---------------- ORIEN AREA x BWPM = I I POINTS : TYPE SC ORIEN AREA x WPM x WOF "" ponn s -----.-----.----------------------------,,--------------------------------------.---------- N 77.41 -3.4 --263.2 SGL TINT N 13.0 9.6 1 .10 137.7 SGL TINT N 13.0 9.6 1.10 137.7 SGL TINT N 13.0 9.6 1 .10 137.7 SGL TINT N 13.0 9.6 1.10 137.7 SGL TINT N 18.7 9.6 1.10 197.8 SGL TINT N 6.7 9.6 1.20 77.1 E 9.86 -3.4 -33.5 SGL TINT E 9.9 -2.0 -.21 4.2 S 13.01 -3.4 -44.2 SGL TINT S 13.0 -10.2 .68 --90.9 W 66.02 --3.4 -224.5 SGL TINT W 40.0 -2.0 -.24 19.4 SGL TINT W 13.0 -2.0 -.24 6.3 SGL TINT W 13.0 -2.0 -.08 2.2 -----------------------------------------------------------------------------------.----... .15 x CONDo FLOOR / TOTAL GLASS = ADJ. x AREA AREA FACTOR GLASS POINTS = ADJ GLASS POINTS GLASS POINTS ~--------------------_._---._-------------------------------------------------------- .15 1,090.00 166.30 .983 -.565.42 -555.90 : 767.04 -------------------------------------------------------------------------------- ----~-...__._---_._-_._---------,-------_._---------------------------------------------.------- NON GLASS------------ : AREA x BWPM ~ POINTS : TYPE R--VALUE AREA x WPM = POINTS --------------------------------------------------------------------------------- WALLS---------------- Ext 843.7 1.1 928.1 Ext Wood Frame 11.0 843.7 2.00 1687.4 Adj 211.4 1.8 380.5 Adj Wood Frame 11.0 211.4 1.80 380.5 DOORS---------------- Ext 20.0 5.1 102.0 Ext Insulated 20.0 5.10 102.0 Adj 18.6 4.0 74.4 Adj Wood 18.6 5.90 109.7 CEILINGS------------- UA 1090.0 .6 654.0 Under Attic 22.0 1090.0 .90 981.0 FLOORS--------------- Slb 155.0 --1 .9 -294.5 Slab-on-Grade .0 155.0 2.50 387.5 INFILTRATION--------- 1090.0 4.1 4469.0 Practice #2 1090.0 4.10 4469.0 ==============================================================:================= TOTAL WINTER POINTS I I 5,757.59 : 8,884.20 ============~====================~====~=======================:========:======~~ TOTAL x WIN PTS SYSTEM MULT = HEATING : TOTAL POINTS : COMPON x CAP x DUCT x SYSTEM x CREDIT = HEATING RATIO MULT MULT MULT POINTS --------------------------------------------------------------------------------- 5,757.59 1.10 6,333.35 : 8,884.20 1.00 1.100 .515 1.000 5,032.90 =====================================~========================================= ~***************~************************~***************+******************~** WATER HEATING ~*~**************************************************************************** === BASE === === AS-BUILT === ------------------------------------------------------------------------------- ..- ..." --- _A .~. '^_ .... ~.. _." .... ,,_ _ _ ._ .._ _". ~_ __~. _ _ _ __ _ _ __ _ _. .". __ ._ _.. __ __ ~'" _ _-. ... ... __ _ _. __ _. _ __ _ _ _ _ ... __ _~ __ _.A _ _ _ _ _ _. _. .._ __ __ _ _ _ _ _ __ _ _ _. _ __ __ __..._ NUM OF BEDRMS x MULT = TOTAL TANK VOLUt1E EF TANK RATIO x MULT )( CREDIT MULT = TOTAL --------.---------------------------..------------------------------------------------------- 2 3527.0 7,054.00 80 .88 1.000 3527.0 1.00 7,054.00 --------------------------------------------------------------.----------------- ._._._---._--_._-~-------,---------------~._--._--------------------.---.------.."...------------------------------- ******************************************************************************* SUMMARY ******************************************************************************* === BASE === : === AS-BUILT === --------------------------------------------------------------~----------------- ----.."-----------.--------------.--------------------------"._---------------------------- COOLING POINTS + HEATING POINTS HOT WATER + POINTS = TOTAL POINTS COOLING POINTS + HEATING POINTS HOT WATER + POINTS .- TOTAL POINTS --------------------------------------------------------.-------------------------- 8200.4 6333.3 7054.0 21,587.71 8156.6 5032.9 7054.0 20,243.52 --------------------------------------------------------------.----------------- -------------------------------------------------------------------------------.-- ***************** * EPI = 93.77 * ***************** ENEr~C,Y GU I DE For delailed information. of ~h9 EPI rating number OT ~or any ITEM listed, ask your Builder for DCA Form 600A-93 or Forlll 600B--93 EPI=:: 93.8 o 10 20 30 40 50 60 70 80 90 100 :--------------------------------------x---: The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency WINDOWS. . . . . . . . . . . . . . . . . . . .. Si ngle Tint SINGL CLR DBL TINT :------X--------------: II'ISULATION. . . . . . . . . . . . . . . . . . Ceiling R-Value......... 22.0 R-l0 R-30 :------------X--------: R-O R-7 :----------~---------X: R-O R-19 :X--------------------: Wall R-Value.........ll.0 Floor R-Value......... 0.0 AIR CONDITIONER............. SEER lEER . . . . . . . . . . . . . . . . .. 9.6 10.0 SEER 17.0 :X--------------------: 9.7 EER 16.0 HEATING SySTEM.............. Electric COP/HSPF........ 6.6 6.8 HSPF 12.0 :X--------------------: 0.78 AFUE 0.90 ---------------------, 1 Gas AFUE............ 0.00 WATER HE()TER................ 0.88 0.96 E 1 ec t r i c EF.............. 0 .88 Sola)- EF.... . ......... :x--------------------: 0.54 0.90 , I ,---------------------1 0.40 0.80 :---------------------: Gas EF . . . . . . . . . . . . " 0.00 OTHEF~ FEATURES.............. - .. .. .. .. .. .. ~ .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. I certify that these energy saving features required for the Florida Ene r gy Code ha ve bee n ins tall ed B~: 1 ::~ s ,hO\U~~-:-J Address'~t>>flzo Wc,%{,Jooo Signat~':'~~~ - Date'~ C it y / Zip '2 -1u...Q0) . Florida E~l~r'gy eod--;-fol" B-~"iiding Construction -- 1993 Florida Department of Community ()ffairs FL-EPL CARD93 .. . , . . C E I Catalano Engineering, Inc. CIVIL. TRANSPORTATION. STRUCTURAL June 23, 1994 94-137.02 Mr. Roy Burnside Building Official City of Zephyrhills 5335 Eighth Street Zephyrhills, Florida 33540 RE: Ryman Construction-Wedgewood Model 1523 Dear Mr. Burnside, In order to meet egress requirements for the subject residential home, my client wishes to revise the construction plans to provide commodity size 24WE widows in the bedrooms in lieu of the standard commodity size 24 windows which are now shown. As you know, the 24 WE was introduced to increase the overall height of the standard 24 window to 57-3/4" and does not effect the width (37"). Therefore, the dimensions of the adjacent shearwalls will not be changed. In summary, this revision has no effect on the structure's ability to resist wind forces. I hope this letter provides ample documentation of the reVISIon and that work may continue on the subject home as scheduled. Please contact Ryman Construction at 782-0825 to confirm that work may continue. If you have any questions please contact myselfat 877-4004. Thank you for your assistance in this matter. CC: Kevin Ryman 812 S. Lakeview Road · Tampa. Florida 33609. Phone/FAX (813) 877-4004 Catalano Engineering, Inc. IVIL. TRANSPORTATION. STRUCTURAL July 28, 1994 94-13702 Mr. Kevin Ryman President Ryman Construction Company 37325 State Road 54 West Zephyrhills, Florida 33541 RE: Wedgewood Model 1523 Dear Mr. Ryman, As requested. I have reviewed the subject plans in consideration of your proposed revisions. Namely replacing the 6' -0" sliding glass door with a Y -0" door and a 24 SH window on the porch wall (rear elevation). These modifications will not effect the structural characteristics of the building and therefore will not require additional analysis or certification. Thank you for the opportunity to be of service to Ryman Construction. R. Inc. Catalano. P.E. r Ident 812 S. Lakeview Road · Tampa. Florida 33609. Phone/FAX (813) 877-4004 ELEVATION CEBTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to suppor, a request for a Letter of Map Amendment or Revision (LaMA or LOMR). Instructions for completing this form can be found on the following pages. OM.B. No 3067-0077 Expires May 31, 1993 SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE POLICY NUMBER COMPANY NAIC NUMBER OTHER DESCRIPTION (Lot and Block Numbe . etc.) /0 -.;26 ..;J/-C/dO - 0 &>0 c:; <D --1:10 0 ClTW~ "- #ATE SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION ZIP CODE ...:5.3.5. -Y I Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE 6. BASE FLOOD ELEVATION /-\- E (in AO Zones. use depth) / ;2 0 .;l...s..s- 000-5- c.. /.J.-/? -'7/ ~iFr 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): [j NGVD '29 0 Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE: 1 I I Irl 'II. U feet NGVD (or other FIRM datum-see Section B, Item 7l. SECTION. C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level ...L.- . 2(a). FIRM Zones A 1.A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of 1 I 1 18 ~1.lLJ feet NGVD (or other FIRM datum-see Section B, Item 7). (b). FIRM Zones V1-V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of I I I 1 1 I.LJ feet NGVD (or other FIRM datum-see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is U~. LJ feet above 0 or below 0 (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is LlJ.U feet above 0 or below 0 (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? 0 Yes 0 No L Unknown 3. Indicate the elevation datum system used in determining tne above reference level elevations: B NGVD '29 0 Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM [see Section 8, Item 7J, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: 0 Yes ~~~o (See Instructions on Page 4) 5. The reference level elevation is based on: ca--- actual construction 0 construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post-construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjac::ent to the tuilding is: I I I 1813 j .IBJ feet NGVD (or other FIRM datum-see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: I I I 1 I I. U feet NGVD (or other FIRM datum-see Section 8, Item 7). 2. Date of the start of construction or substantial improvement _ FEMA Form !l1-31, MAY 90 REPLACES /\LL Pill i)ITIONS SEE REVERSE SIDe FOR CONTINUATION SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones A1-A30, AE, .\H, A (with BFE),V1-V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or cc-mmunity issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features-If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. .. I certify that the information in Sections Band C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME DAVID G. ARMSTRONG #4970 LICENSE NUMBER (or Affix Seal) P.L.S. TITLE COMPAN" NAME C. FRED DEUEL & ASSOCIATES, INC. CITY STATE ZIP ZEPHYRHILLS FL 33541 DATE PHONE (813) 782-6717 e for: 1) community official, 2) insurance agent/company, and 3) building owner. COMMENTS: ON SLAB A ZONES V ZONES wr,H BASE.,'ENT A ZONES ON PILES, PIERS, OR COLUMNS BASE FLOOD ~ The diagrams above illustrate the points at which the elevatic 1S should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. 'age 2 ~~ -, - ~-'__~C~'__~>""""""":"""""'~""'.".':-~'~_'_;___'~ ____.,_,_.._ _'-1__.'__ '---_ _~..____ w....__, ." CONn~ACTCIF: .jf: i\U-iME.: THOI'IA:3 EL I Z" :1AD I SOt~ ADDR: 37443 REDBERRY C/ST: WEDGEWOOD MANOR Cr.:::NTR(tL PEF.:MIlT PASCO COUNTY, FLORIDA J N G 'JATF: 10/20/94 PAGE: 1 OF :l I ~3:::;t.:E OFF I CE: D kECEIP1. NUMBR: 00227909 OFFICE: DADE CITY FCiF;: : CHECK ff '::.11 7 10-26-21-0120-00000-1200 AC:CNT 114 TOT{.:)L f:=tMOUNT: COMF'NY {;C:COUNT CENTEf~ B4"'::0 - :31::,:::;:000 -.. ~:: ~. 0:.7 AMOUNT DESCRIPTION/PERMT DATA 9.87 ****** SOLID WASTE FEE DR/eR {:,(J h'ECEIIJE[1 BY i ,/ / .. / / I / 'l,:. / "'./ / / I '/' /.(/,.' ._y.:_...!:...~(- L .!,l.!.. ..!._. _ _L_ is. _f..L L.._ .JJd.."....:_.'-.. .:c..._____ if /' "'. 1/ ( . .-,- > . i~ "~~'~-' .~_ ;'7 o' ~ ~: ("'. J ~.,r"":'<' ~:~J:;,:'~iZ7"', ....;..t'"i,,~-or;.';..~f--,..;.~--~~I't'. ~ PASCO COUNTY, FLORIDA Permit No. ,>/ I) L) . . Date Permitted ...-""- l "',1 ."; -.I' Builder Name/Owner Name 4> ..- _,.,. ,,'-I'.c' ;.. < i;~t -c /..1 I ,/: i ck ..-y~_ ...,,:.'1'......, -' > ;;':." ,.,'" ~.."".~~_. -g:o,...; ~;' l 4' '-'.. County Parcel No. /. / i.,.< '-.1 /'.' .. ,,~~> / ~ "'.) /~.~/ U - . : .,",j(.,/ (..1- ,{ /.~',: <:J VI Location '/:/.i" 1 ,.. .X-/ L~ . / . '..... . />.,/1 -J../~' , Subd. ,J //Lr,1.t' >" ,I ( ., t-,.t' ~,J ' .' ) "';',/ j/}(.6;'.-i!,; Classification/Type of Use . . ~ ';;0//1 i J "",_'/~~"''-",,":...i. '.({ v ;/ I'-;;;.,.d, c,~ . .,.',.:2. TRANSPORTATION IMPACT FEE CALCULATION EXEMPT D Rate $ Zone No. Sq. Ft./Unit Prepared By Impact Fee Amount $ The above impact fee has been established pursuant to the Pasco County Transportation Impact Ordinance as adopted by the Board of County Commissioners. This amount is payable PRIOR to the issuance of a Certificate of Occupancy or authority to utilize the permitted structure. RESOURCE RECOVERY ASSESSMENT EXEMPT D RESIDENTIAL NONRESIDENTIAL No. Units / Gross Sq. Ft. (GSF) Rate/ERU - 50.00 x 0.96*/Year or $0.1315/Day ERU Assign No. TOTAL FEE $ Assessment - (GSF) x (ERU) X (0.1315) x (No. Days) 100 TOTAL FEE $ Assessment - (No. Units) x ($0.1315) x (No. Days) *Discounted for Prepayment The above assessment has been established pursuant to the Pasco County Ordinance No. 89-07 and Resolution No. 89-197, as commended. THE ASSESSMENT WILL BE CALCULATED AT THE TIME OF ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. NO CERTIFICATE OF OCCUPANCY OR FINAL POWER RELEASE WILL BE ISSUED UNTIL THE AMOUNTS LISTED HAVE BEEN PAID AND RECEIPTED FOR BY A CENTRAL PERMITTING OFFICE OF PASCO COUNTY. Acknowledgement below does not imply acceptance of concurrence, but simply receipt of a copy of this form, placing the building permit owner on notice of this assessment and the conditions of payment for same. Date Received By --------------------------------------------------------------------------------------------------------------------------------------------------- OFFICE USE ONLY TRANSPORTATION REC. NO. RESOURCE RECOVERY REC. NO. DATE DATE BY BY White Applicant Canary Trans/Finance Canary RR/Finance Pink Office Green Bldgllnsp feecal:ce