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Home My WebLink About95-4831 BUILDING PERMIT .. '.' CITY OF ZEPHYRHILLS Poem;' ~~_~ (813) 788-6611 iJ ;;..J.^5{) BUILDING 6 :J. , :l.!:>- ELECTRICAL ...... ........ ...s ::.s. t7V PLUMBING 3 t). tJ1) MECHANICAL Pcopectv Ownoe ~~ Job Address: U YI< Parcell.D. # ) 0 -.:2. 6 ..;;LI ... t!J '.;J. 0 -. /) CJ CJ CJ 0 - <::J 8' 7 V Zoning: Ene~ode: ~adU Gas~.3 Description of Work "-/1~ '.A1 j.P!,., \ ..:ft'~~ it~.JrP ,.. 1/ Date 'f' -(, - j'-!:, - Sewer Conn ~:L ') ~ tJV Water Conn: 3,~-"lJ. tiV Water lYI~jer: I 6..5"': tJV T.I.F.'s: Poem;' Fee s---e Signature ~ - ~. Company Address Telephone# FINAL NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. Pre-meter-~ (Machine) Nancy 06/09/95 01 :50 P.M. O:x1st.pole--Wrec (Machine) Nancy 04/11/95 10:38 A.M. e.o. Inspector Valuation or fZ "1 Contract Price CJ g- "tJ7J City License Registration # ~- State Certified License# Ftr. 1j.-JJ.~ 95 ~ci1. Tp. Servo SLB 4....l~-ct~ ~ Pre SLB ~~l ~v Q C) f)~"'r Rough In ~t;)..-9( ~ Tub Set SO -9....'9 5;f1J.f Untel Mew Can ';1-" -B," waw~ FRM. ~II,q l' fJtU Const. Pole l../....J J-- Crs.f3ols.. Sewer , Insul. CL Pool Final ~~'_) _ WL ~JI.If<r fltll Pre-Meter ~W~L'5-q,~fl, J..Final <.- Driveway ~. -,~ 1-'1> 15(tr'(J~~ ~~ 5-'2..q5~ fiN"'\.... (O-{~ --'1 5" blLL. REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reason~s, / . _ charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade: ~/JJ -;):0 -p~ a. Wrong Address I ~~t-~J..~-wL7 ~-6'Y-J- b. Condemned work resulting from faulty construction. AI, __ c. Repairs or corrections not made when inspection called. ruJ -I- - ffj' . r 71- ~-6-7..5 d. Work not ready for inspection when called. ~"'1. -e~(-V- e. Permit not posted on job site. ~ --.:2/ -X - f. Plans not at job site. g. Work not accessible. ~ fr:- PLUMBING J.!..3 <7?(f~dA-t (Jr,4"- BUILDING fI!~~ ELECTRICAL ~7/ ., ( lc..... Lt-10-93 8* &k ~-1/c. MECHANICAL lr Breakers Ducts Insl....f': ~t'6>1f- Compressor Final h -I'i -Cj~ '& \.'- The payment of inspection fees shall be made before any further permits will be issued to the person owning same. VALUATION: SQ. FT. LIVING: COST/FT: Ryman Construction 37415 Derhyshire $47,089.00 1,209 $35.00 SQ. FT. OTHER: 434 COST/FT: $11.00 VALUATION DRIVEWAY $47,089.00 $20.00 ADDRESS $20.00 FEE SHEET $255.00 SQ. FT. UNDER ROOF RADON GAS 1,643 $16.43 TRAFFIC IMPACT FEES 99% 1 % $0.00 $0.00 $0.00 PERMIT FEES BUILDING: PLUMBING: ELECTRICAL: MECHANICAL: SUB-TOTAL: CREDIT: TOTAL: CONNECTION FEES SEWER: WATER: METER: TOTAL: 422.50 55.00 62.25 30.00 $569.75 45.00 $524.75 1,278.00 350.00 165.00 $1,793.00 GRAND TOTAL: $2,334.18 APPLICATION FOR PERNIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT '1fffi1-~/'l~ ". -- t:rD 'I~r AP PLl CANT & M AoN Co IU ~{Q..'-'-ec.\.{ 0.0 ) 'J: I\) <;:. . ADDRESS 51 ~iLS s ,~. S:\- We.<::>t 2-"', l\,S PHONE 'tel.-. 0 B2..~ QI-/NER Keu I 00 ~rlV\~r0 ) \t> "^ ~ <!.. ~\~A.~ 1\1lt:'\ ~ \ ~ J7rAS "lr~_ JOB LOCATION~O-t 6"1- W~~<:r(~OOD LOT SIZE<09.. ~ AREA SQ.FT. ~SCJO LEGAL DESCRIPTION: LOT(S) 0P370 BLOCK SUBDIVISION PARCEL I, D, '.' \0 - ~~ - ~\~O\d.O - C>6000'- 0<5(0 WORK PROPOSED:~New Cons truc tion _Addition _Alteration _Repair _Install _Sign/Temp. _Sign _Move _Demolis!: PROPOSED USE: ~Single Family _M/F _iF of Units ._~l/H _Commercial _Indust. _Swim. Pool Other t _Restaurant & Health Department Approval BUnDING SIZE~ '3~ x~, \<.043 Square Feet. ~f Heigll: 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~IS .1d, **COPY OF CONTRACT REQUIRED, ~UILDING PF.RMTTS RF.OUESTF.D $ GO,ODO ..... / Valuation of Total Construction _ELECTRICAL ...", _MECHANICAL AMP Service Florida Power Corp. _\~.R.E.C. $ Valuation of Mechanical Installation _PLl~BING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block ~Frame _Steel fINISHED FLOOR ELEVATIONS: ~5" FT. Other ****************************************** CONTRACTOR ~ L Company M~,.:) C6"-l~T' :Cl\,)c..~ State Cert. or Regis t. IF L13~-D 35/~~ ~ City License Registration II <86"'_ ***************************************** EI ECTR1 (;1 AN Company 1Y\~j,....:\-': ~ gec.....-i1~I'--~ ----? ..' ~ ~ ~ State Cert. or Regist. i/ l=="f..-o~L:st.(4q Si!:'nature ~~ ,. Vv...,.j '^.~ City License Registration;1 9.'ll . ****************************~************* MECHANI_:r Slgnature cL (. Company C'D \ \::,~ ""SNf"'" ~7\ '^- "" lei r>J S ~ State Cert. or egist. " e.r- DoIo",,,,,...:3 ~) R'/) City License Registration ,t \55 ** * ****************;ic*********id'*""*,~t,,,:: Company ~p., h ~ G-A.s. ~~ e. 1S:L State Cert. or Regist. i,: Me,c 34.4-"eJ City License Registration 'I . 7 g ****************************************** PLL'MRER Signature ~~ OTHER Signatur~,^" ~~ Company ~1V\P<r~ CO(\.)S"t ' State Cert. or Regist. iF <RC-ooc,llo <fA City License Registration il ~~ 'J,.. APPLICATION APPROVED BY *?1~~*i1j:;::~"**********"*'*'* PERmT OFFICER. (Nam~ Typed, Printed or Stamped) NOTARy'.PUBLIC ~tAY ~ W^ DONNA M SINCLAIR * * My Commission CC382619 ~ "..., _,$ Expires Jun. 14, 1998 I ~~~ I ~ ...1________.,..,____________....., " , 1 1 l I j j 1 I { ',:.\ '," , .k ::r 'j i I ."J j i J t ~ CONDITIONS OF PERMIT AFFI'::'",~\lIT A. NOTICE OF DEED RESTRICTIONS _ . The undersigned understands that this peait lay be subject to "deed restrictions" which lay be lOre restrictive than City regulations. the undersigned assUles responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSEP 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 not licensed as required by law, bOth the owner and contractor lay be cited for a .isdeaeanor violation under state law, If the owner or intended contractor are uncertain as to what licensing requ!reaents'lay apply for the intended work, they are advised to contact the City of Zepbyrbills Building Departlent, (613) 788-6611. Furthermore, if the owner bas hired a contractor or contractors, be is advised to have the contractor(s) sign portions of the I Contractor Sections I 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 JaY 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 uFlorida's Construction Lien Law - Hoaeowuer's Protection Guideu p~epared by the Florida DepartJent of Agriculture and ConsUler Affairs. If the applicant is sOleone other than the .owneru, I' certify that I have obtained a copy of the above described docUlent and prolise in good faith to deliver it to the uowneruprior.to cOllenceaent. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the infor.ation in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning, and land developlent. Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or installation has cOIIenced prior to issuance of a perlit and that all work will be perfoaed to leet 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 governaental 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 lilited to: .'Departlent of EnviroOlental Regulation - Cypress Bayheads, Wetland Areas and Environaentally Sensitive Lands, Water/Wastewater TreatJent · Southwest Florida Water Kanageaent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses . Arly Corps of Engineers - Seawalls, Docks, Navigable Waterways . DepartJent of Health & Rehabilitative Services, EnvironJental Health Unit - Wells, Wastewater Treataent, Septic Tanks . US EnvirODlental Protection Agency - Asbestos abatement 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 ucOlpensating volUleu will be sublitted which is prepared by a professional engineer registered in the State of Florida prior to perlit issuance. A perait 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 frCl thereafter requiring a correction of errors in plans, construction, or violations of any code. Every perait issued shall becOIe invalid unless the work authorized by such perlit is cOllenced within six lonths of issuance, or if work authorized by the perlit is suspended or abandoned for a period of six IOnths after the tile the work is cOllenced. One 90 day extension of tile, JaY be allowed for the pmit 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 IOnth period, or the project will be considered abandoned. VAllHIHG TO .MER: YOUR FAILURE TO RECORD A NOTICE OF COHKENCEKENT MAY RESULT IN YOUR PAYING TWICE FOR IHPROVEHEHTS TO YOUR PROPERTY. IF YOU INTEND 'fO OBUlK FIHAHCIHG, CONSULt IU'fH YOUR LENDER OR AN AnORHBY BEFORE RECORDING YOUR NOTICE OF COKHEHCEKKH'l. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A uNOTI OHKENCEHEHTu. SIGNATURE: COll'l ~-----,_._- STATE OF FLORIDA coum OF.- f AS C 0 The foregoing instrument was acknowledged before me this fJPf(IL tf ' 19~ by STATE OF FLORIDA ~ COUll'lY OF 'fl 5 G 0 The foregoing i>>strument was acknowledged before me this tlPf( J L 'I ' 19 9.s- by (iho is personally ~~~~or who has producea as identification and who did/did not take an ~ '-'}yJ'~./J . (Signature) ~i~ p~r~onallY ~ or who has produced' as identification and who did/did not ~.'" . oath. . ~' .' --' VWt. (Signature) . (Name Typed, Printed or Stamped) NOTARY PUBLIC ~tAY ~ ii DONNA M SINCLAIR * * My Commission CC38261g Expires Jun. 14. 1998 '''''tor,..' 10 . d lljlOl C:0e.d It,:11.0! i. B ','::~~ .., Z . .()l en '~m .~ . n '. ", (;) . ~ eo: , VI;\l: , =! !! ~ ~ {~3 ~n P~1 . -1 . I t ~~_...,__~__ "'~.__._--~'....'....- -. "'.....--.. .... -', .. ! , a~ d)J ~I , ~ I~!n 'I i!lli~ e! . ! t>> sa I" , ; fj ~~ r; Ii ~ " .(i) E~ f i! R . ,~ , . '"1 . . I J.ll- ~. 1~1 '.a 8) 11 ~~. I ... ~. f~ 91 J~ I-.. ~ 03 il!ilnUlf II {~IIII' inl!-tl!i JII~J~li I ili J ~:!J I Il ~i9'. 'I~ 'LB ~ -'imit II I"T f OaN~l~O ^~dOl~ W~~ IIII ~ g~ : 't t'66 t ~~G~{,()N ll,a:li; ( \ I~ \ 11 IEl I~hll III) : I ( 1 ~; LJ ~I ,il ~q I ",lld ~Id I Ilia Ii Q II Itl Ih ,._1 III i I '61 III r". :1 Iii II . r~ 'J I . . . ~~II .. jll1 ., :c:" I .1'1 ---- ..- J~ I 11~ aJ "Ii ill ru ,I.' ~ 1.1 I " h :Ia I i!li Gl 'I li:- ....t 1111111 I. ,II J I I a Ii I I I II J ; all' I ! I , ....~ ~llIi . Ill. II ' j J .' ~II. I iI a I 113J . . . I III .I, , I~' 1\ ill . I, '1'1 ill I,i >,;, ! I 11.1 .. Is ~ ~~~~ l .. 1" 11 I~ I'~ 11.11, il!il' Ii il . D:lal~ l:::ldWl:::l.1. 01 oaNl:::lI~O ^~dOl) wo~~ v~:t v65t-~' 01 cf31N3J '15 IG I:jdWI:j1 ,J.,l:jdOlJ WOC::l.::l C.....("'T ,_v.~. S66T-S0-C::Idl:j Department of community Affairs FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A PROJECT NAME: - \..ot:.o<:,.cLUClGO BUILDER: fi!.'( N'\A-"N ~~ - II\iQ_ A~~ft1~R~S~:~c't-~~~1 - ~:~~i;~ i~~~T~I~ 51~1 61_1 OWNER: -~'( ~\ v """",,,,i) PERMIT NO. Y'8\3 J 15 JURISDICTION NO. b / / ~~ 0 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2. Single-Family 3. If MUltifamily-No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4. 5. Conditioned floor area (sq.ft.) 5. 1090.00 6. Predominant eave overhang (ft.) 6. 2.00 7. Porch overhang length (ft.) 7. 4.75 8. Glass area and type: Single Pane a. Clear Glass 8a. O.Osqft b. Tint, film or solar screen 8b.166.3sqft 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____ b. Adjacent: 2. Wood frame (Insulation R-value) 10b-2 R=II.00, 211.40sqft____ 'll.Ceiling type area and insulation: a. Under attic (Insulation R-value) .12.Air distribution systems a. Ducts (Insulation + Location) 13.Cooling system SN: 8132 CENTRAL Double Pane O.OOsqft O.OOsqft 9a.R= 0.00 , 155.00 ft 11a.R=22.00 , 1090.00sqft____ 14.Heating System: 12a. R= 6.00, uncond 13. Type: Central A/C EER : 9 . 30 14. Type: Heat Pump HSPF: 6.60 15. Type: Electric EF: 0.88 15.Hot water system: 16.Hot Water Credits: (HR-Heat Recovery, DHP-Dedicated Heat Pump) 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 16. 17. 18. 2 19. 19a. 19b. 93.79 20246.73 21587.71 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Code. PREPARED BY~...... ~ DATE: ~ ~ t;;' I hereby certify that this building is in compliance with the Florida Energy Code. ~ OWNER/1r.,Ff'i~--- ~ .DATE:~ 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. ~ -,C BUILDIrF~IC;;AL:mL;)~,J9- DATE: -.5 -' ~ . ******************************************************************************* SUMMER CALCULATIONS ******************************************************************************* === BASE === === AS-BUILT === =============================================================================== ~~i~--~;~-~-;;;;-:- POINTS I TYPE SC ORIEN AREA x SPM x SOF = POINTS E S W 9.90 13.00 66.00 82.2 82.2 82.2 813.8 1068.6 5425.2 SGL TINT N 13.0 51.5 .83 553.3 SGL TINT N 13.0 51.5 .83 553.3 SGL TINT N 13.0 51.5 .83 553.3 SGL TINT N 13.0 51.5 .83 553.3 SGL TINT N 18.7 51.5 .83 795.8 SGL TINT N 6.7 51. 5 .69 238.1 SGL TINT E 9.9 107.1 .78 827.0 SGL TINT S 13.0 98.3 .66 844.6 SGL TINT W 40.0 107.1 .77 3310.4 SGL TINT W 13.0 107.1 .77 1075.9 SGL TINT W 13.0 107.1 .80 1118.5 N 77.40 82.2 6362.3 .15 x CONDo FLOOR / TOTAL GLASS = ADJ. x GLASS = AREA AREA FACTOR POINTS ADJ GLASS POINTS GLASS POINTS .15 1,090.00 166.30 .983 13,669.86 13,439.70 I 10,423.23 =============================================================================== .NON GLASS------------ I AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS WALLS---------------- Ext 843.7 1.0 843.7 Ext Wood Frame 11.0 843.7 1.90 1603.0 Adj 211.4 .7 148.0 Adj Wood Frame 11.0 211.4 .70 148.0 DOORS---------------- Ext 20.0 4.8 96.0 Ext Insulated 20.0 4.80 96.0 Adj 18.6 1.6 29.8 Adj Wood 18.6 2.40 44.6 CEILINGS------------- UA 1090.0 .6 654.0 Under Attic 22.0 1090.0 .90 981.0 FLOORS--------------- SIb 155.0 -31.8 -4929.0 Slab-on-Grade .0 155.0 -31.90 -4944.5 INFILTRATION--------- 1090.0 10.9 11881.0 Practice #2 1090.0 10.90 11881.0 =============================================================================== TOTAL SUMMER POINTS I 22,163.14 20,232.38 =============================================================================== TOTAL x SUM PTS SYSTEM = MULT COOLING I TOTAL POINTS COMPON x CAP x DUCT x SYSTEM x CREDIT = COOLING RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 22,163.14 .37 8,200.36 I 20,232.38 1.00 1.100 .367 1.000 8,160.39 =============================================================================== ******************************************************************************* WINTER CALCULATIONS ******************************************************************************* === BASE === === AS-BUILT ==== =============================================================================== ~~~i~--~~;~-~-;;;;-:- POINTS I TYPE SC ORIEN AREA x WPM x WOF = POINTS N 77.40 -3.4 -263.2 SGL TINT N 13.0 9.6 1.10 137.6 SGL TINT N 13.0 9.6 1.10 137.6 SGL TINT N 13.0 9.6 1.10 137.6 SGL TINT N 13.0 9.6 1.10 137.6 SGL TINT N 18.7 9.6 1.10 198.0 SGL TINT N 6.7 9.6 1. 20 77.2 SGL TINT E 9.9 -2.0 -.20 4.0 SGL TINT S 13.0 -10.2 .69 -90.9 SGL TINT W 40.0 -2.0 -.24 19.3 SGL TINT W 13.0 -2.0 -.24 6.3 SGL TINT W 13.0 -2.0 -.07 1.8 E S W 9.90 13.00 66.00 -3.4 -3.4 -3.4 -33.7 -44.2 -224.4 -------------------------------------------------------------------------------- .15 x CONDo FLOOR / TOTAL GLASS = ADJ. x GLASS = AREA AREA FACTOR POINTS ADJ GLASS POINTS GLASS POINTS ------------------------------------------------------------------------------- '.15 1,090.00 166.30 .983 -565.42 -555.90 I 766.05 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- NON GLASS------------ I 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--------------- SIb 155.0 -1.9 -294.5 Slab-an-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 5,757.59 8,883.21 =============================================================================== TOTAL x WIN PTS SYSTEM MULT = HEATING I 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 I 8,883.21 1.00 1.100 .515 1.000 5,032.34 =============================================================================== ******************************************************************************* WATER HEATING ******************************************************************************* === BASE === === AS-BUILT === -------------------------------------------------------------,------------------ -------------------------------------------------------------,------------------ NUM OF BEDRMS x MULT = TOTAL I TANK VOLUME EF TANK RATIO x MULT x CREDIT MULT = TOTAL 2 3527.0 7,054.00 I 80 .88 1.000 3527.0 1.00 7,054.00 -------------------------------------------------------------.------------------ ------------------------------------------------------------------------------- ******************************************************************************* SUMMARY ******************************************************************************* === BASE === === AS-BUILT === -------------------------------------------------------------,------------------ -------------------------------------------------------------.------------------ COOLING POINTS + HEATING POINTS HOT WATER + POINTS TOTAL I COOLING POINTS POINTS + HEATING POINTS HOT WATER + POINTS = TOTAL POINTS 8200.4 6333.3 7054.0 21,587.71 I 8160.4 5032.3 7054.0 20,246.73 =============================================================:================== ***************** * EPI = 93.79 * ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for DCA Form 600A-93 or Form 600B-93 EPI= 93.8 o 10 20 30 40 50 60 70 80 90 100 I-------------------------------------x---I 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..................... Single Tint SINGL CLR DBL TINT I------x--------------I INSULATION. . . . . . . . . . . . . . . . . . Ceiling R-Value......... 22.0 R-10 R-30 I------------x--------I R-O R-7 I--------------------xl R-O R-19 Ix--------------------I Wall R-Value......... 11.0 Floor R-Value......... 0.0 AIR CONDITIONER............. EER. . . . . . . . . . . . . . . . . . . . . . . 9 . 3 9.7 EER 16.0 Ix--------------------I HEATING SySTEM.............. Electric HSPF............ 6.6 6.8 HSPF 12.0 Ix--------------------I WATER HEATER.. . . . . . . . . . . . . . . Electric EF.............. 0.88 0.88 0.96 Ix--------------------I 0.54 0.90 1---------------------1 0.40 0.80 1---------------------1 Gas EF.............. 0.00 Solar EF.............. OTHER FEATURES.............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. \ ~ Builder c\ ~ Address:\Oot g,'l . Signatur~ ;:1...- ~<s--- Date:~ City/Zip 7e~h11?.h,tb. Fe 3354-1 Florida Energy Code foJ Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 _ 'CXTY OF ZEPHYRHILLS BUILDING DEPARTMENT OWNER ~L)(N )('tM Ptr\,j . JOB LOCATION \..JO-t ~BI. 'yJ e. t:l(:J~ \.UOC~ .; \0- Ltc. - ~ \- 0\ 7...0 - 00000 - 0870 PA.RCEL I.D. # SHOW ALL EXISTING & PROPOSED STRUCTURES G~VING DIMENSIONS & SETBACKS. 36.08 UTILITY BUILDINGS }\ U S l' S \\ Cl\~ S 1 ;, 1", ~\ FOUNDATION INFOR- MATION. 10.33 ) NEW RES~ , 90 FRONT PROPERTY LINE (NOTE EXAHPLES 1 & 2) STREET DERBY~lflS 1. SETBACKS FOR R1, R2 ZONING 60' 101 P E R X 0 I I 10' P S 10' 0 T 1 0' S I E N D G 201 .- FRONT PROPERTY LINE "'.- ~ ~ -~J"~""'-~r..~~____~"'lI~,...:.__~_..,_-;"7"'=""-"'~.. 2. SETBACKS FOR R3 ZONING 601 10' '. 10' EXISTING 10' PROPOSED 20'SGL FAM 30'DUPLEX FRONT PROPERTY LINE , , 1 0' # -~'---~~------------------------------ CERTIFIED FOUNDATIONS DATE : S/t;/?5 I TEL:8l3-859-3889 May 08.95 14:36 No.002 P.Ol FAX TRANSMITTAL JOB # rSI 87~ ARKA Y ENGINEERING, INC. 921 Shadow Drive - Suite -10 Lakeland, FL 33809 Ph. 813-853-2711 Fax. 813-853-8693 ~,fJy Company name: (l'(M~AJ ~!1/UJt:ft/JN Company Fax number; 8/3 --7!J8 -1P77~ Number of pages faxed: 3 TIme Sent: ~:} p Ph Fax sent to: Remarks: I~YI "/ I '''AIC -(HE -t--- ~t i" ifLA'{, P Ofl-( 6/A4,~ 1O/JAY. J;"r N<- 11ft / ---------------------------------------------------------------------------------------------------------- CERTIFIED FOUNDATIONS TEL:813-859-3889 Ma~ 08.95 14:37 No.002 P.02 ~. /~ ARKAY ENGINEERING. INc. structural engineers , -r~ May 5, 1995 Ryman Construction 37325 State Road 54 West Zephyrhills, FL 33541 Attention: Kenny Re: 1643 MOdel (Arkay Engineering Inc. Job #876) Dear Kenny: At your request, I visited the above stated project to inspect tho framing of the exterior walls and roof systems. Based upon my inspection, the following items need clarification; 1) The 4" X 4" post and 2" X 12" beaJns on the front entry are not required and can be eliminated. _' 2) At openings 5''''0'' wide and larger, the header beam shall be strapped to the supporting double cripple studs with (2) Hughes "RT1618" rafter tJ.es at each end of the beam. Anchor the bottom of the studs to the concrete slab with a Hughes "AD2B" anchor down. Openings that are le88 than 5"-0" wide do not need any connectors (the uplift forcG8 are transferred through the plywood sheathing and the Sheathing nail pattern). 3) The balloon framing on the gable ends can be replaced by braCing the bottom truss chord to top of wall interface (ceiling plane ) with 2 fl X 411 rat runners 8 I -0 II long placed at 81-0" o.c. along the gable. Both the vertical members in the gable end truss and the 2" x 4" rat runners should be reinforced by nailing a 2" X 4" stiffener along the members. Nail stiffeners with lOd nails spaced at 4" c.c. 921 Shadow Drive - Suite # 1 0 - Lakeland, Florida 33809 Phone: 813-853-2711 Fax; 813-853-8593 .-------------------------------------------------------------------------------------------------------- CERTIFIED FOUNDATIONS TEL:813-859-3889 tv1al:J 08,95 14:37 No.002 P.03 ---------------------------------- ------- -- ---- - - - -- - - - - - -- CERTIFIED FOUNDRTIONS TEL:813-859-3889 t'lj<3.I:1 08, '~l5 14:37 ~o.002 P:03 2 4) All horizontal wall sheathing joints shall ba blocked and nailed by placing a 2" X 4" block (4" side against the plywood sheathing) and nailing with ad nails spaced at 4" D.C. Finally, the Hughes conmactors can be replaced with an equ11i valent connector if needed. Call if you have any questions or require any fur~her a99i9~ance with these matters. Sincerely, /~ ARKAY ENGINEERING, INc. structural engineers May 5, 1995 Ryman Construction 37325 State Road 54 West Zephyrhills, FL 33541 Attention: Kenny Re: 1643 Model (Arkay Engineering Inc. Job #876) Dear Kenny: At your request, I visited the above stated project to inspect the framing of the exterior walls and roof systems. Based upon my inspection, the following items need clarification: 1) The 4" X 4" post and 2" X 12" beams on the front entry are not required and can be eliminated. 2) At openings 51-0" wide and larger, the header beam shall be strapped to the supporting double cripple studs with (2) Hughes "RT1618" rafter ties at each end of the beam. Anchor the bottom of the studs to the concrete slab with .a Hughes "AD2B" anchor down. Openings that are less than 5"-0" wide do not need any connectors (the uplift forces are transferred through the plywood sheathing and the sheathing nail pattern). 3) The balloon framing on the gable ends can be replaced by bracing the bottom truss chord to top of wall interface (ceiling plane) with 2" X 4" rat runners 81-0" long placed at 81-0" o.c. along the gable. Both the vertical members in the gable end truss. and the 2" X 4" rat runners should be reinforced by nailing a 2" X 4" stiffener along the members. Nail stiffeners with 10d nails spaced at 4" o.c. 921 Shadow Drive - Suite # 1 0 - Lakeland, Florida 33809 Phone: 813-853-2711 Fax: 813-853-8593 -, 2 4) All horizontal wall sheathing joints shall be blocked and nailed by placing a 2" X 4" block (4" side against the plywood sheathing) and nailing with ad nails spaced at 4" o.c. Finally, the Hughes connectors can be replaced with an equilivalent connector if needed. Call if you have any questions or require any further assistance with these matters. Sincerely, Arkay nc. ILd~u: <7 1", \Ji . . PASCO COUNTY, FLORIDA Permit No. 1./ R""3 ) A Date Permitted y- /;, - 9--..S- Builder Name/Owuer Name ~ r '" A. ~ Cuunty Parcel No. ~t) -,;>. (, - ;2./ - ~:J. Q - 0 0 OC) 0 - OJ-:/ ~ Locatiou (37'1/ S fJ.I~^__ Subd. Classification/Type of Use X o.A.(,~..;, z:./ TRANSPORTATION IMPACT FEE CALCULATION EXEMPT 0 Rate $ Zone No. Sq. Ft./Unit ared By Impact Fee Amount $ The above impact fee has be stablished pursuant to the Pasco ttty Transportation Impact Ordinance as adopted by the Board of Count ommissioners. This amount is payable PRIOR to the issuance of a Certificate of Occupancy the permitted structure. EXEMPT 0 RESOURCE R COVERY ASSESSMENT RESIDENTIAL NONRESIDENTIAL No. Units I Gross Sq. Ft. (GSF} Rate/ERU - 50.00 x 0.96*/Year or $0. 1315/Day ERU Assign No. Assessment - (No. Units) x ($0.1315) x (No. Days) &" . J-g- Assessment - (GSF) x (ERU) X (0.1315) x (No. Days) 100 TOTAL FEE $ TOTAL FEE $ *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. :J :;- J,...1 / 0 DATE DATE BY 6- J.O. 95~BY_ White Applicant Canary Trans/Finance Canary RR/Finance Pink Office Green Bldgllnsp feecal:ce . . ELEVATION CERTIFICATE ~x~;:/jia~oJr.-?3:J 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 support a request for a Leiter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE POLICY NUMBER COMPANY NAIC NUMBER OTHER DESCRIPTION (Lot and BI Numbers. etc.) /0 - ~b . ;1../- CJ/.:l.. 0 ~ ,'62)6 Z; - o3""tJrn eH/if?, ST)nE ~J. SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION ZIP CODE -2~S f./ ( 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 8. BASE FLOOD ELEVATION AE (In AO Zones, use depth) / :2.. CJ J-.:b- C/ 0 cJy c.. /;). -/7 - 9/ - g--5 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): 0 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: I I I 1J1~T. U feet NGVD (or other FIRM datum-see Section B, Item 7), 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 A1-A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of I I I 18171.~ 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 I I I.U 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 W.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 W. 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 [J Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: ~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 e, 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 8No (See Instructions on Page 4) 5. The reference level elevation is based on: @-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 adjacent to the building is: I I I I8lst.l.Q feet NGVD (or other FIRM datum-see Section B, Item 7). SECTION 0 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 I I I.U feet NGVD (or other FIRM datum-see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA Form 81-31,MAY 90 REPLACES ALL PREVIOUS EDITIONS 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, AH, 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 community 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 stili 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 DAVTD G. ARMSTRONG TITLE P T.,S, ADDRESS 515 SIGNATURE LICENSE NUMBER (or Affix Seal) 4970 COMPANY NAME C. FRED DEUEL & ASSOCIATES, INC. CITY STATE ZEPHYRHILLS FL 33541 ZIP for: 1) community official, 2) Insurance agent/company, and 3) building owner. COMMENTS: ON SLAB A V ZONES ZONES WITH BASEMENT ON PILES, PIERS, OR COLUMNS The diagrams above illustrate the points at which the elevations 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. Page 2