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Home My WebLink About94-4341 O'U.ILDING PERMIT Permit N,~ CiTY OF ZEPHYRHILLS (813) 788-6611 4341~ 9,~tf-9'1 Date 'Yb 7. .f>-ZJ BUILDING ~.... 7. ern ELECTRICAL -.5::S-: t7V PLUMBING -30,00 MECHANICAL Sewer Conn {J_7 tf: tIV. Water Conn: 6-.5---0. db Water Meter: / b,S -. LTD T,I.F.'s: Pmp"" Own., A#,xt -2 Job Address: 3/YtJ8 pam.II.D' /,; ..;). b -.J;- O~ - - _ _ -;;0<9 - 0"0 g-g Zoning: Ener2de: Rad~as: /7. f!.3 D.,c,;pt;on of Wo,k ':!1..h..) ~;,--.;" ~ . ~,.,~ d FINAl....1s.j, - .;Jd- OAT C.O. ~J..-cJ..7-7Y . , DATE NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application, All work shall be performed in accordarce with City Codes and Ordinances, Valuation or Contract Price ~--~ / tf' 7, tJ?J K:;;- City License Registration # State Certified License# Telephone# (~ f}r:;~ BUILDING ELECTRICAL PLUMBINGASY Ftr. JO-'..tft.l-B,LL Tp. Servo SLB /O-~t.{ ~LL Pre SLB /O-l.l-qtf bilL--' Rough In j J....ILj,.9'f~~ Tub Set h-lO...lj ~ ~~ Lintel MeterCan9-:J8'-9'f' Water /2-j-ttLf p:;/t.L. FRM. JJ-JI..j-t;q /Sot- Const. Pole 1~-i-qJl. ~ Sewer J2-/~'" ~Lt.- Insul. CL Pool Final WL I/r/l./:.r-'f4M- Pre-Meter J~;lq-lf~,jJr / Final Driveway VtJ,e,rJ, 94P~t:riJI- . SlItfIrUIl;x, If- Lftlc.ll31t.J- ?,wJ ,,'ID-b'.q.., Bob ~J?~ (J~ jJ1~~ d.-7/ ;(.),L~~~ +?flc. MECHANICAL 7Y Breakers Ducts Insl. / J -I CJ-1. <{; 4 . Compressor Final 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: 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. va. 9'-d <:f--yrr fJ-) 9-3P-7Y ~~. 9-;L'I-PY 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 STEPHANIE CELLNER 37405 DERBYSHIRE $54,187.00 1,436 $35.00 SQ. FT. OTHER: 357 COST/FT: $11 .00 VALUATION DRIVEWAY $54,187.00 $20.00 ADDRESS $20.00 FEE SHEET $285.00 SQ. FT. UNDER ROOF RADON GAS 1 , 793 $17.93 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: 467.50 55.00 57.00 30.00 $609.50 60.00 $549.50 1,278.00 350.00 165.00 $1,793.00 GRAND TOTAL: $2,360.43 APPLICATION FOR PER!'lIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT APPLICANT Jiu.M~N CON~+ttU.~Dl\.J) I~~. ADDRESS ?:, 132.."" s'~. S~ \J~"" -\ - Z&,plt<fihi\\s PHONE (~2 .oez S OWNER Sh..pnPrf',)-, ~ c.c..\ l~~ ,~ . <37 ros 1ZJ'...\j~S~\rtf.. JOB LOCATIONbot E:iO ,~ YJ~QGC.I.I..:)OOQ N\~o(L LOT SIZE_X AREA SQ. FT. LEGAL DESCRIPTION: LOT(S) BB BLOCK SUBDIVISION 'vJ(,OC::t~L.000 1::) PARCEL I.D.!! \O-~to- ~I- 6\2.0 - 0000 -. O\~C) WORK PROPOSED :X New Construction _Addition _Alteration _Repair _Install _Sign/Temp. _Sign _Move _Demolish PROPOSED USE: x..Single Family _M/P _iF of Units ,_M/H ."i~ _Commercial _Indust. _Swim, Pool Other 1 ') 1. , _Restaurant & Health Department Approval SIZE: ..J4- X~, \ '1 ~:3 3 , BUnDING Square Feet. Heigll [ RESIDENTIAL: COMMERCIAL : ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FOR.'1S, '''' ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.** **COPY OF CONTRACT REQUIRED. PERMITS REOUESTED ~BUILDING VELECTRICAL /' ..:~ ~MECHANICAL ~LUMBING $ ~OO Valuation of Total Construction AMP Service Florida Power Corp. .Y H.R.E.C. $ Valuation of Mechanical Installation GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block ~Frame _Steel Other FINISHED FLOOR ELEVATIONS: FT, ****************************************** CONTRACTOR SECTIO~ BUILDER"""----"'" Company ~Mf't;;N CDNS-~~<::\i ^ ~ ~ ~ ~ State Cert, or egist." <:~-o~~\!1,'" Signatur - '- City License Registration il <6G **************************************** ~c. ELECTRICIAN Si!!nature &..~<:? ~'-~ Company ""~~\-\~ b \~c\-"Q..k State Cert. or Regist. il c:x:::> 1~6A-~ City License Regis tration;! ~ '\ \ ****************************************** Signature 5 Company U/~ J tfVrJe5 flV&~i.~ State Cert. or egist. 1! f(' t' '/6 City License Registration :1 J '75" ********************~******************* Signature Company Bl\h~.<; G-~S~ f\-Ic- ~ _ W State Cert. or Regist, Ii c C()'-t~ol"+B """--LlQy) C-\ .}' City License Registration 11 cl.Jj ********}********************************* MECHANICAL OTHER ~~A><~ @--/')_ Signature Company State Cert. or Regist. 0 City License Registration n APPLICATION APPROVED BY ********************** PERt-lIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this perJit 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 aay be reql1ired 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 lisdeaeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requireaents aay apply for the intended work, they are advised to contact the City of Zephyrhills Building Departaent, (813) 788-6611. Furtherlore, if the owner has hired a contractor or contractors, be is advised to have the contractor(s) sign portions of the IContractor 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 aay 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, bave been provided with a copy of IFlorida's Construction Lien Law - Hoaeowner's Protection Guide" p~epared by the Florida Departaent of Agriculture and ConsUler Affairs. If the applicant is 60leone other than the lownerl, I certify that I have obtained a copy of the above described docuaent and prolise in good faith to deliver it to the "owner" prior to coaaenceaent. E. CONTRACTORIS/OWNERIS AFFIDAVIT I certify that all the inforaation in this application is accurate and that all work will be done in cOlpliance 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 cOllenced prior to issuance of a perlit and that all work will be perforJed to leet standards of all laws regulating construction, City codes, zoning regulations, and land developaent 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 coapliance. Such agencies include but are not li.ited to: t Departaent of Environaental Regulation - Cypress Bayheads, Wetland Areas and Environaentally Sensitive Lands, Water/Wastewater Treataent t Southwest Florida Water Hanageaent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses t ArJY Corps of Engineers - Seawalls, Docks, Navigable Waterways t Departaent of Health & Rehabilitative Services, EnvirODlental Health Unit - Wells, Wastewater Treataent, Septic Tanks t US Environaental Protection Agency - Asbestos abateaent I also certify that, if fill .aterial is to be used in Flood Zone IA" or "A,etc.", it is understood that a drainage plan addressing a "cOlpensating volute" will be sublitted which is prepared by a professional engineer registered in the State of Florida prior to perlit issuance. A perlit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel alter, or Bet aside any provisions of the technical codes, nor shall issuance of a perlit prevent the Building Official frCl thereafter requiring a correction of errors in plans, construction, or violations of any code. Every perJit issued shall becOle invalid unless the work authorized by such perlit is cOlIBnced within six aonths 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 cauenced. One 90 day extension of tas, aay be allowed for the perJit 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 Sil IODth period, or the project will be considered abandoned. WARNING TO OmR: YOUR FAILURE TO RECORD A NOTICE OF COMKRIlCEHEHT HAY RESULT IN YOUR PAYING TWICE FOR IHPROVEHEHTS TO YOUR PROPERTY. IF YOU IJIEHD TO OBTAIH FlHAHCIHG, CONSULT WITH YOUR LEHDER OR AM AnORHEY BEFORE RECORDING YOUR IIOTlCE OF COKKEHCEHEHT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COKKEHCEHEHTN. ~~ ~~ SIGNATURE: OWHER __ .. . SIGNATURE: COIITR' ... -.......... ,STATE OF FLORIDA coum OF The foregoing instrument was acknowledgGd before me this fJ- ~ SePT, 19..2..!f by who is personally produce as identification and who did/did not take~~ ~ (Signature) (Nam~ Typed, Printed or Stamped) NOTARY PUBLIC 'tf>''''' ""'<t> * .n DONNA M SINCLAIR * My COmmiseion CC382619 ..'" !t- Expir.... Jun, 14, 1998 "'~OFf'Lf/II'~ STATE OF FLORIDA coum OF The foregoing instrument before me this SePT 3- 8"" was acknowledged , 19~ by who is~~~-i~-~~'to me or who has produced as identification and who did/did not ~oath. ~A- ~~. (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC ~.,,' ~to .ft DONNA M SINCLAIR * * My Commission CC382619 ... Expires Jun. 14,1998 ~~ OF f'L~()" 'OWNE'R S-\e:pnF,\N:\f. C(\ l N( ~- JOB LOCATION \:::JO i ~ Bo, 'It.) ~ U&<:,,\vjO (211::;;. \0 -Zlo - g..,1-, (.J\'LG~ - 0000, o'BP>O PARCEL 1. D. >> SHOW ALL EXISTING & PROPOSED STRUCTURES GIVING DIMENSIONS & SETBACKS. 44' I \S ~ll~3 MDD~\ HC)f""o.I\€ \00' ~;,.ll ' (-'\ 3 ,3 'i "~"4"._"''''''':::;';:--''''''''~' ,.,~... UTILITY BUILDINGS H \.l S'r S \\ O\~ G I 7, VI & FOUNDATION INFOR- MATION. 25 FRONT PROP RTY LINE (NOTE EXAMPLES 1 & 2) Co:" , STREET 'De~~~:;:'~Ia..( 2. SETBACKS FOR R3 ZONING 60' 1- SETBACKS FOR R1 r R2 ZONING 60'- 10' P E R X 0 I I 10' P S 10' 0 T 1 0' S I E N D G 20' FRONT PROPERTY LINE 10' 10' EXISTING 10' PROPOSED 20'SGL FAN 30'DUPLEX 1 0' FRONT PROPERTY LINE Wedgewood Model 1793 WIND LOAD ANALYSIS for: Ryman Construction by: Catalano Engineering, Inc. 4/20/94 Page 1 es Catalano. P.E. 4/20/9-1- I.) Location: Pasco County, 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 IV.) Geometry Height of ridge (ft.): 14.5 Mean roof Height = 11.3 ft Height of eave (ft.): 8.0 Building Length (ft): 56.0 Building Width (ft,): 34.0 Roof pitch ("per ft. hz, 5,0 Roof overhang (ft): 1.0 Longitudinal exposure 825,0 sf Transverse exposure = 395,5 sf Plan area under roof = 1793 sf Rectangular Page 2 Wedgewood Model 1793 James Catalano, P.E. 4/20/9-l v.) Horizontal pressure:' P = Pv(GCp)(I) Wedgewood Model 1793 Use Factor ( I ) = 1.0 Velocity Pressure (Pv) : Pressure coefficient (GCp) : Transverse pressure (Ph) : Longitudinal pressure (PI) : Height(ft) Pv (pst) 0-15 21.0 20 23.0 40 28.0 60 31.0 Zone ... Transverse Parallel Location 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 James Catalano, P.E. 4/20/94 VI.) Uplift pressure (U): . Pressure coefficient (GCp) : Transverse pressure (Ph) : Longitudinal pressure (PI) : U=Pv(GCp)(I) Wedgewood Model 1793 ......................... ;Ir.yl~ ".'.'.".....U""'.'.".'...'.'. :;!!:no.Cincn ,:'!::::'4Pf,i;;; :;:;::mg4rjt...~;:!f .. . . . . . . . . . - . . . . . . . . . . . . . . . . . . . ........................... .. 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 of James Catalano. P.E. 4120/94 VII.) Net Uplift Wedgewood Model 1793 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) UpliftPressure(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 36 (ft), Assumes Building Width + 2 x overhang Truss spacing (ft) = 2 ft Height (ft) ontributing area (sf Net Uplift (pst) **Uplift per brg. (lbs) 0-15 72,0 -9,2 -331.2 15-20 72,0 -11.2 -403.2 20-40 72,0 -16.2 -583.2 40-60 72.0 -19.2 -691.2 ** Specify hold-down accordingly, FS 'built in' to Mfr's tables. Page 5 James Catalano. P,E. 4120/9~ IX.) Overall Moment Stability (Overturning): Resisting Moment: W(1) Dead loads above slab: Roof area: Dead Weight: Total Weight = Exterior Walls: Wall height: Unit weight: Total Weight = Interior Walls: Wall height: Unit weight: T otal Weight = Total Resisting Dead Load (W) : Dead Load Moment Arm ( 1 ) : Resisting Moment (RM) = Overturning Moment: Uplift : Wedgewood Model 1793 1793.0 sf 11.8 psf 21157.4 Ibs (Neglect overhang; conservative) 21157.4 180,0 If 8.0 ft 11.0 psf ( SBC Appendix A) 15840.0 Ibs 15840.0 112.5 If 8.0 ft 8.0 psf( SBC Appendix A) 7200.0 Ibs 7200,0 44197.4 Ibs Total Resisting Dead Load = 44197.4 Ibs 17 ft, Width / 2 751.4 ft-kips U(1) + P(h) .. Height: 0-15 15-20 .. 20-40 40-60 Roof area: 1793.0 1793.0 1793.0 1793.0 Gross Uplift : -21.0 -23.0 -28.0 -31.0 Total Uplift (U) = -37653.0 -41239.0 -50204.0 -55583.0 Moment Arm (1) : 17,0 17.0 17,0 17.0 Uplift Moment = -640,1 -701.1 -853.5 . -944.9 Horizontal Pressure: sf psf Ibs ft ft-kips Height: 0-15 15-20 20-40 40-60 Pressure: 31.5 34.5 42.0 46.5 Contrib, Height: 14.5 -0.5 -5.5 -25.5 Total hz, Pressure = 456.8 0,0 0.0 0,0 Moment Arm (1) : 7.3 14.8 17,3 27.3 Unit Pres. Moment= 3.3 0.0 0,0 0,0 Hz, Pres. Moment = 185.4 0.0 0,0 0,0 sf If Ibs/lf ft ft-kips/lf ft-kips (x bldg, 19t,) Page 6 James Catalano. P.E. 4/20/9-l Wedgewood Model 1793 Height: 0-15 . .15-20 20-40 40-60 Resisting Moment: 751.4 751.4 751.4 751.4 x 2/3 = 500.9 500.9 500.9 500.9 Uplift Moment: -640.1 -701.1 -853.5 -944.9 Hz. Pres. Moment: -185.4 0.0 0.0 0.0 Overturning MInt. = -825.5 -701.1 -853.5 -944.9 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 ) = 2182 -1479 3003 5693 lbs ** Specify tie-down accordingly, FS 'built in' to Mfr's tables. Page 7 James Catalano, P,E. 4/20/9-l x.) Shear: Wedgewood Model 1793 Load to ceiling/roof diaphragm: Height: 0_15d 15-20 20-40 40-60 T ota! Total hz. Pressure = 330.8 0.0 0.0 0.0 330.8 pvlf 0.0 9261.0 lbs Total shear transferred to sidewall = 9261.0 lbs Unit Shear: v=R/b Unit Shear (v) =1 272.41 0.01 0.01 0.01 272.4lplf Unit Shear at Midheight walls (v'): (Design case) Total width of openings at mid-height wall: 12.8 ft Length of wall available to resist shear = 21.3 ft Unit Shear @ Midheight ( v' ) = Select structural element to resist v' from SBC tables ie. 171O.2B Shear capacity of structural element: 600 plf Required length of transverse shearwall = Dill 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: 7.3 -0.5 -5.5 -25.5 Unit Hz. Pressure = 182.7 0.0 0.0 0.0 Reaction (R) = 3105.9 0.0 0.0 0.0 3105.9 Unit shear (v=R/l) = 55.5 0.0 0.0 0.0 55,5 Tot. opngs. <m mid ht 9,0 9.0 9.0 9.0 9.0 Unit Shear ( v') = 66.1 0,0 0.0 0,0 66.1 lbs plf ft plf Required length of longitudinal shearwall = ~ ft Required length if non-continuous = ~ ft Page 8 James Catalano. P,E, 4120/9-1- XI.) Summary: Wedgewood Model 1793 Describe the following: 1.) Truss fasteners, Uplift per Truss = -331.2 lbs Hughes HeS with 8 - 8d x 1-112" nail fasteners, ea. truss connection, (520 lbs. cap. ea.) 2.) Hold-Downs at 2nd floor, IN/A 3.) Hold-Downs at foundation. Hold-Down required = 2181.9 Ibs Simpson LTT20 with 112" 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.) 112 " 10d 3" Plywood Siding (Longit.) 112 " 8d 6" Masonry: N/A Type CMU Wall thickness Rake Joints ? Filled Cell Spacing 5,) Other: Page 9 James Catalano. P,E. 4/20/94 General Notes: 1. All reinforcing steel shall be ASTM A 615, Grade 40 (min) 2. Anchorages shall be hot -dipped galvanized, after fabrication per ASTM A 90. 3. Trusses shall be designed per SBC and TPI specifications and certified by a Professional Engineer registered in the state of Florida. Wind Load Notes: 1. Design Velocity = 100 Mph 2. Specifications = SBC 1991 including 1992 and 1993 addendums, section 1205. 3. Net uplift per truss bearing connection = 331.2 lbs. 4. Factor of safety against overturning = 1.5 5. Maximum unit shear at roof/ceiling diaphragm = 272.4 plf. 6. Maximum unit wall shear at midheight wall = 435.8 plf. 7. Shearwalls-front and rear elevations, fasten sheathing wi 10d nails @ 3" o.c edges, 12" o.c interior. 8. Shearwalls-Ieft and right elevations, fasten sheathing wi 8d or larger nails @ 6" o.c. edges, 12" o.c. interior. 9. Install I-Simpson L TT20 wi 1/2" AB and 1 0-16d nails at each end of shearwalls. 1/2' CDX PLY\.IOOD SHEATHING, NAILED 6' -EDGES, 12' -INTERMEDIATE STEEL PLY-CLIP~ 15~ FELT & SHINGLES PER SPECS, ~ ENGINEERED \.IOOD TRUSSES PER GEN, NOTE 3 24' O,C, R-22 INSUL, ROOF PITCH = 5:12 112' GYPSUM CLG, BOARD HUGHES HCS \.1/ S-Scl NAILS EA, TRUSS CONN, 2X4 SUB FACIA & ALUM, SOFFIT DBL 2X12 HEADER @ OPENINGS DB~ 2X4 TOP PLATE ALUM, \.IINDO\.lS ClOO MPH) SINGLE HUNG S'XI6' REINF, CONC FIG \.I / 2-~5 BARS (CONT> LAP CRNRS 25' (MIN) 2X4 FRAME \.IALL, STUDS 16' O,C, \.I / R-ll INSUL, 1/2 GYPSUM \.IALLBOARD 112' \.IALL SHEATHING \.1/ TYVEX & SIDING 4' SLAB \.1/ \.lIRE MESH F:EINF, 1/2' AB- 6' EMB, 2' PROJ, FI~J:SHED GRADE, 12' ABC v'E BTM FIG (MIN) ~'CLEAN' AND (TREATED) COMPACTED FILL .. ~ TYPICAL wALL SECTION Department of Community Affairs . FLORIDA ENERG~-CFICIENCY CODE FOR BUILDI~ CONSTRUCTION FORM 600A-93 Residenti"er:1:' Whole Buildin9.-Eerforman~ Method A PIlOJECT NAME:Ce\t~ee...... :BUILDER:Kl('~f\;;r.J QON-S .>.- AND ADDRESS: kO~~''\,.J~t;)c:,e-...;;,o~ : PERMITT~ING : CLIMp,TE J? '-I OS- 1 0 F F ICE : . I Z 0 N E: 4 1 VI 5 I 1 6 I I 1 I '._, '._1 '_I OWNER:CcL(t-:l.e,{L, :PERMIT . 3V/13 :JURIS,DICTION NO.bl/6tJD 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, 936.39sqft_,_.,__ b. Adjacent: 2. Wood frame (Insulation R-value) 10b-2 R=11 .00, 238 .20sqft_.__~ 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) 12.Air distribution systems a. Ducts (Insulation + Location) 13.Cooling system 14.Heating System: 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 SN: 2165' CENTRAL 1- 2 . 3. 4 . 5. 1309.00 6 . 2 .00 7. 4.50 Single Pane 8a. ,:0. Osqft 8b.155.6sqft New Construction Single-Family o Double Pane O.OOsqft o .00Sqft. 9a.R== 0.00 , 171.00 ft 11a .Ro=22 .00 , 1309.00sqft._...__ 12a. R= 3.00 uncond 13. Type: Central AIC SEER; ') .00 14. Type: Heat Pump HSPF= 6.60 15. Type: Electric EF: 0 .82 16. 17. 18. " .C 19. 19a. 19b. 93.56 22929.71 24508.79 -------------------------------------------------------------------------.------.--. ----------------------------------------------------------------------~_._---- I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Ener~~.. ~ PREPARED BY: ... ~:=:- DA TE: o...{2.:z\ ~.cI.-- . 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 this building is in compliance with the Florida Energy Code. ~ OWNER/ A,*l:!T~ DATE:~5l.4-m.__ ~ BUILDII)I!.1 OF:pC1f-: ~ &'A ,- -Q'12.. DATE:~..::b -r ~_ *;1:: * * :,t.::~;k ;::;y:t:;K)K * * * * * *' * * * * **' * * p * * * * * * *;1:: * * * * * * * * * * * * * * * * * ).I---'-"I~ * *' *- * * :/(;1:: ;I( * * i~ i~ i~ * * * * * * *;~ ;1: "K ~ SUMMER CALCULATIONS ~ ******~********'**************************************************************** ~== BASE ===: === AS-BUILT === GLASS-'-" _... -.,-.-. -- - --- -- -_.. ORIEN AREA x BSPM = I I POINTS : =====:===~========='============================================================~ TYPE SC ORIEN AREA x SPI'1 x SOF ;-:: PO I "IT:::; 82M2 _____..._w______.__________________________________________.____________..__________________.,._._..._ .82 169,,1 1469.2 N E Ij ,,00 18.00 77.4:\ 82.2 82.2 328.8 1479.6 6363.1 ~, !i,J ~:,6 h 20 82.2 -1619.6 SGL T I "IT N 4.0 51 .5 SGL TINT E 18.0 107.1 SGL TINT c 6.7 98.3 ..... SGL TINT S 1~3 .7 98.3 SGL TINT c 13.0 SI(3.3 ..... SGL Tun ,- 13.0 98.3 .", SGL THH c 13.0 ',18.3 ~) SGL TINT c 13.0 gc' ,,) -' , ~,~) . ..J SGL TI"IT I,J 40 . ~~ 107,,1 SGL TINT W 8.0 107 .. 1 SGL TINT I^, 8.0 107 ,1 y.... _. _.. .- -' -. ".. .~. '.'-' .... . ..... - ....- -- - -- --. -- ..-- -- .." -- .- -- -- _'W '-' _. -- "-" _ _ _ __ __ _.. _ _ _ _ '._ wo_ _ _ '__ _ _ ... _,_ u. __ _.' _~ ..._ _.. ...~ .._ _~ _~ _.- .... .15 x CONDo FLOOR / TOTAL GLASS = ADJ. x AREA AREA FACTOR GLAS~) POINTS ADJ CL,?lSS POINT~:, .76 .39 256 ~ ~:) .66 1213.0 ..66 04/;,..0 ~ 6 C 0 /"1, 4 . (::~ - 66 llL< .66 O/f': " " f_)(, .~)/\ 461 .. 7 (:; () ,~~) ::": . (\ Cl,t', POIi'll .15 155.61 .-.--._.._~.._._.N._.___.__.,.._________________________________________~_____~_._. _.~__.~_...". _...~_._ _ 1.1. ,300 .0 1,309.00 1.262 12,791.14 16,139.97 --------.-.-----------------------------------------------.----------.-------------- -- -..---.-......-.....--..-..---..--------.-----..----------------------.--------------.--.--.------.----..--........_.._.._-~....,.- NON GLASS------------ : AREA x BSPM = POINTS : TYPE R'-\/ALUE AREA x SPM ~ POINTS __, '--0 _.. .'-, .... ,_. .._ '0'. .~... .~. _. ~_ ___ ~_ __ _.. ._ '_~ '..... ,__ __ _ .__ ~_ .__ _ ..._ __ ~-. _.. __ _ __ "'.. _._ .~._ __ __'_ __ __ __ __ _ _ _~ _ __ __ ~_ ...~ _.. ~_ __ __ .... __ ,.._ ....._ "_~. .._ ... _.. i,.J(.'ILL~~ f: x to Adj 'j3C ..4 238.2 1.0 .7 936.4 166.7 DOORS---------------- Ext 20.0 4.8 Adj 17.8 1.6 96.0 28.5 CEILINGS ---------- I '^ ......'H 130<:).0 (. 785.4 f'L oor~s U. ...,,, ',,,- - _ __ _. __ _..__. SIb 171.0 31.8 -5437.8 INFILTRATION--------- 1309.0 10.9 14268.1 Ext Wood Frame Adj Wood Frame 11.0 11 .0 936.'1 238.2 '1 '-:)n J.. H / ....' J ~/) L,-> Ext Insulated Adj Wood 20.0 17.8 .70 lce, Under Att.ic :22.01:309,,0 II.eo 2.40 ')(" 11? , ? Slab-an-Grade .0 1 7 1 . 0 -- 3 1 . SI 0 54:::,(1" ') Pract.ice #2 .SlO 1(7)3,,1 1309.0 10.90 14268.1 COOLING : TOTAL POINTS : COMPON x CAP x DUCT x SYSTEM x CREDIT RATIO MULT MULT MULT 9,983.81 : 23,376.73 1.00 1.140 .377 TOTAL SUMMER POINTS : 26,983.28 : .~====================================================================~=======~= iOT(\L x '3UM PTS ~.,Y~,TEM t1Ul_ T ~~:====~~=~~================================================================~=:==~ 2~;.. ::~7C) ~ 7~~ COOl_Hie PO I NT<;, 26,983.:2tl .37 _... '~.. -~-- _.~ -., ~- ~.- -- _.. .... -- -- -.. ~.... -- ~ -....- ....- - ...- ~- ~- _. ,,- ....... -- -.. -. -. -- ..- -- _... -- -- - -- _.. ..- .-. ,,- --_ ..... ~._ ..... .,,00 ._ _.. .... _.... ..... __ '".__ _... ,... .... 1.000 10,037.97 ~======~===~==========================================================~=~=~=~~: ~~~*************************~ ~**********************~ ' " ,rr"" WINTER CALCULATIONS ~ " ,,'.... 'f"f .... 'v '1"1 ""I"I"I"/"J"V * ", ,,"V * ',V ",.v 'v,S "I"v 'I' * * ,,"V * ""I"J"'I' ,,"V * 'I' * ,I, * 'I' * * ,'" '1"1' * '''''1''/''1'''1''1' ,,_ '1"1"1"1"1"'1"/"1"/' 'I'.., _" ,," ". "1"1"1'" """"" ',. ..'"" ".", "'"" ,,'.... ",,-,., ,.,. "H.. ""q,, , ,<""",. "'"'.''' "'." """." '"'''''''.''''' ,. "', === BASE ===: === AS-BUILT === GLASS----...____~---___ ORIEN AREA x BWPM = I I POINTS : "~""",,"""""",," "" """"""""""" """ """",,""",,",,"" """"" """""""" """"" """",,""",,""""" '.'"" --~--. '-"hr_h -. .., '..,.. -., - --... _. '" - _.. -- --.. -. ".. .- -- -- - - - - - -- - -- .... - -- -- -- .- -- - -- - - - - - -, -.. ... ... ." ... ... '0- ". ~". '''. __ ._ ___ __ ._.. __. N 4 .00 -':> .4 -13 .6 SGL TINT N 4 .0 ') .6 1 11 .... E 18 .00 .- ':> .4 -61 .2 SGL TINT E 18 .0 ,") .0 30 .... c:_ (" ., ., .41 -.-- -, .4 ""263 '") SGL TUIT S 6 ., 10 ") 13 -..) I / -5 . "- , ~ SGL TINT c; 18 .7 ....10 " " 6>3 '.J SGL TINT c 13 .0 "10 '.., . CtJ .) ~ (::.. SGL TINT S 13 .0 --10 .2 .68 SGL TINT S 13 .0 -10 ') .68 .. ,,~ SGL TINT c 13 .0 --10 .") .68 .... .. <.:, I/l 56 .20 --':> .4 -191 1 SGL TINT W 40 .2 -.. -"') ,0 .2t1 -' . SGL TINT W 8 .0 _. -) .0 "1 .86 c;" SGL TINT W 8 .0 .- ~~ .0 ?O --. -"- .... "-.- -". . ". -- -- .- .... -,.- -..- TYPE SC ORIEN AREr-1 X WPjVi x I/JOF ... r'Oll'll' 42 . ~:I 10.H ,;:> ~.) . 130, :' -90. " 90.::- ')0. ') ')0, ') 1 ') , 29.H ... ------ -------... -----.-.------- ...-----...-. -'" "" -" -... -..... _.. -- ,--- .'; . 15 x CONDo FLOOR / TOTAL GLASS = ADJ. x AREA AREA FACTOR ... "'. .... ". ..- .. lS 1 , :':'O'} .00 155.61 .,.-'.. ". .... w. .... ." _~ ......_ ,,_. ..... y_ ._., -.. ._._ _"'_ _,' ,,'. 1 .262 "'- ". '.. .~,. -- -- .- --., -.. "~'... .... '"~. . -- ~" '''' ----. III C . C, ,1 GLASS POINTS "~IDJ Gl~AS;:, POINTS C L. (,~, ;~" POINT', ~ON G:_l'i~,;.S" (~1r\E(; -----"---"--""-""-""----""""""-""""""-"""""""""""--,,,,,,-"--"--""--"",,------- . -. - ---_u.._.. _ "'n _ __ _,_ __ _ _'_"_'_"" _ _ _ ,_ __ _ _ _ __""" ,,__._ _ __ _ _. _""_" '_. ,_, '.. . ii, CWPM '" POUlTS : " ....... --.., ........ -....- , , .., -- -- - _.. ..,..,... ".. "- .... -.. -- '-.. --.... -- ... -- -- - -- - -- -.. .... ",. -- ... "" -- '."'" .- . .,..- .. r:'u J tiT:, '1 U. ':;"" .. " '" " .., _.. __.. :t 936.4 1.1 'jj 238~2 1.8 1030.0 4~?8 .8 :OR'S" ... .-- '..- ~.- .- ~" -~ -~ Jj 20.0 17.8 102.0 71.2 5.1 4.0 [1_ I NG S '-' -- .,.., _...... __... _'''_ 1309.0 .6 785.4 (Jape;,.. b 171.0 "'1.9 -324.9 :' IL TRAT ION...--...... __..___ 1309.0 4.1 5366.9 TYPE Ext ~Jood Frame f-ldj Wood Fr" arne Ext Insulated Adj Wood Under Attic S 1 ab--o n--Gr ade Practice #2 ""529.07 '6();" . .')') F;"I./ALUE (1RE(1 I,.,JPM )( 11 .0 SJ36 ~4 '") .00 1 c~ "7 ..-:, t~.~ ~ .t. \.) I ~ 11 .0 238 .2 1 .80 028 ;;J .c 20 .0 c:: 10 102 .0 ~.. 17 .8 5 .90 105 .0 22 .0 1 :>'09 .0 ..90 1 liD ..I .0 171 .0 2 .50 427 .5 1309 .0 4 10 S ~3(lE) .9 :AL WINTER POINTS I I 6,791.80 : --"""--"-"""-"""-""""""""""""-""""-"-""-""""""""-,,,,,,,,,,""""""""""-"-"-"""",,,,,, u, --- - --., "" .-.-- ,,' -"" - --,,, -.."_ ",,_ "_,_,_"",, '_,_" """"",,,_,,_,. h" "__,, _ _ _', __ _ _ _. _ ,_, _',. . ,:iL X , PTS HEATING POINTS ---"-----"-""""""""""--"""""""""""""-"--"""""""""""",,,,""---""""""--"",,,,,,--,,- ' - "'., -" .. --"-,-. -----, -"."-" '--- -" - "",, --" ",- - - - ,,- - "",, ,," ,," "-,, -- ..- "-,..,, - -'-"-"u,,_ ", __" 9,064./1:) SYSTEM MUI_T : TOTAL : COMPON x CAP x DUCT x SYSTEM x CREDIT = HEATING RATIO MULT MULT MULT POINTS ,791.80 1.10 7,470.98 i '-, - -, - 'u, -". __ _ _ _ 'n "_,,, _ _ _._ _.,,, _ _" _" _ ,_ _ _"" _ __ '. _'"'' _" _'''" _, _ _ _ '. _, ,,', _ _ """. _ .. '. '_, 9,064.45 1.00 1.140 -"----""""""""-"""-""""""""""""""""""""-""""""-""""",,,,"""""-"--"""-",,---,,,,,, .. ""'" - -... - - ,- -..- - ,,--,- - -- -- - -""" -h_" --- "-"",,___,, -,,""h _ _ _._ '__" "'___", "'_ _.'._ ',_,. " .... .515 1.000 5,321.7Li ':: :Y ,:i:;I( :1': :i: .:.".:k :1:: :1: :1:: :1: :1: ;I~;:: ::1: * * ;I:~::: ;1: * * * :1: *P * * * * * * * * * * ;(: * * * ::< * * * * * :1: ,:1:. * * :r, ,,' :\: :\:, :\:, :1:: ;(: :1:' Y :\: ,:1: ::', ::: :1:: ::1:: _:::.: !: G WATER HEATING '-. 'i ;I:;r, :r: * :I:~* *:I:::r, ;1', * '* * * '* * *;1( * * * * * * '* * * * * * * * * * * * ;I( * * * * * * * * * * * '* * * * * * * * * * :1: * :1: * * * * :1: :1: * :Iz ;\: ::: :1: ;1:, ;(: :1.: ;1: ;1: · === BASE ===: === AS-BUILT === ------.------------.-.------------------------------------------.-...----.----- .- ..~. ..-. '''. ~'.- .... .... U" .... "., .... .... .-~ '-' .... ,-- '''-, ,.- ..... ._~ -- -- -.' ._, _ _ __ __, __ _ __ _ __ _ __ _.. __ .,_ _ .... __ .... __.. _~ _.' _... __. "'0 _.. ._. .... _. __ __ ... .... "00 .n _. ... .... .._. .... .... .... ..... __ ,.,. .... ... '"'. ." ._. NUM or~ BEDRMS x MULl TOTAL TANK VOI_UME EF TANK RATIO ;~ MUL T >< CRCDIT t1ULT - TOT(:I_ .... ". -- ...- ...- -- -- _.. ..- -- - - ___ __ __ _-.. '._ - ~ _. .__ ".._ w_ __ __ __.. "._ _.. _... _ __ _ ..... .'~ .... .. _." '.'. ..'_ '_. ".._ '~ -'. 3r,27 .0 7,054.00 80 .82 1.000 3785.0 1.00 ? , .r~.7() ~ 00 ------------------.----------------------------------------.---.--.---------------,--- ~~ ~._ ... ..... ... .... n_ ... "', .,.~ w_ .... __ ~_ _.. ..~ ~. _~ __ __ ~ _ _~ _ .~. _~ _ _ _ *_ ___ .'_ ,__ _ ..._ _ __ _'. __ ._ __ _~..... _. ._ *_ _. ._ _~~... ~_ _ ~_. __ .... ... .... .... ".. ... .... ..,. .... ". ..... .... ... .." .." .,.. _.. .,. ',. .... . *****************************************************************'******* SUMMARY ************************************************************************** ~=~ BASE === =~= AS-BUILT === ------.---.---.-------.-------------------------------------------------.---------- ._._...__...'__.,'4....'_..._.._.._w_.__.__.____~______.-----------------------------___h_._~___.______w._._.._.._..____~_..n.._.. COOLING POINTS + HEATING POrNT~, HOT WATER I, POINTS - TOTAL POINTS COOI_ING POINTS + HEATING POINTS HOT WATEf< + POINTS ,. TOT AL. PO I t'rr~, .----.-.--------.-----~______r_____________________________________________.______._~___ ?fl,71.0 7054.0 24,508.79 10038.0 5321.7 7570.0 22,929.71 ------------------------------------------------------------------.------------- ._w ......_ .... .... '._ __~. .". ~_ _~ .w.' _~ .._ ._ __ .... ~.~ -. __ __ _ _... _ _ ~_ _ _ _... _ _ _ _ ~_ _ _ ._ _... _ _ _ _ __ _ __ _._ .... ._ _ .'. __ ._ ~_ _ _.. _ .._ _.. .._ _ __ '_ .._ .._ __..~ _ __ __ ,.... .... '_ ."_ ... ._. .. ***************** * EPI = 93.56 * ***************** ENERGY GUIDE For detailed information of the EPI rating number or. for any ITEM listed, ask your Builder for Form 600A-93 Form 600B-93 #...,.~ C EPI:::; 93.6 o 10 20 30 40 50 60 70 80 90 100 :-------------------------------------X---: 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------------- INSULATION. . . . . . . . . . . . . . . . . . Ceiling R-Value. . . . . . . .. 22.0 R-l0 R-30 :------------x--------: R-O R'-7 Wall R-Value.........ll.0 :--------------------x: R-O R-'19 Floor R-Value......... 0.0 :x-------------------- AIR CONDITIONER.. ...... ..... SEER. . . . . . . . . . . . . . . . . . . . .. 9 .0 10.0 SEER 17.0 :X--------------------: HEATING SySTEM.............. Electric HSPF............ 6.6 6.8 HSPF 12.0 :X--------------------: WATER HEATER................ Solar EF . . . . . . . . . . . . . . 0.88 0.96 :X--------------------: 0.54 0.90 ,---------------------, , I 0.40 0.80 1______---------______1 , I Electric EF.............. 0.82 Gas EF . . . . . . . . . . . . .. 0 .00 OTHER FEATURES.......... .... .. .. .. .. to .. .. .. II .. .. .. .. .. .. II .. .. .. .. .. .. .. .. II .. III .. I certify that these energy saving features required fGr the Florida Energy Code have been installed in this house. ' Address' ~~~~)e, - \:).."""~-" ~~~~~:~, ~~~, 11(2 ~<;tq. Ci t y IZ i p ~ ~~e." ,l\s fJ ~~ Florida Energy ode fo Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 CONTRACTOR #: 001690 NAME: KEVIN ADDR: 37325 S.R. 54 C/ST: ZEPHYRHILLS C E N T R ALP E R M I T TIN G DATE: 09/30/94 PASCO COUNTY, FLORIDA PAGE: 1 OF 1 I ::;:SUE OFF I CE: D RYMAN RECEIPT NUMBR: 00225756 OFFICE: DADE CITY FL :342480000 FOR: CHECK # 6002 RESOURCE FEE ON PERMIT 43418 ZEPHYRHILL::;: CONTRACTOR: 001690 TOTAL AMOUNT: ACCNT COMPNY ACCOUNT CENTER 114 8450 - 363000 - 2 12.61 AMOUNT DESCRIPTION/PERMT DATA DRICR 12.61 ****** SOLID WASTE FEE 60 RECEIVE::-b1~~~____ ~'. .7~T7"F'J ,:~~-~_~."'~~_' --.- ,,"--~ry.r-~::::;,--~.' ,"0:, ~",;' ;;. ;:'~:'.-;:"">\- - ,~':! -,",;":,' ~':;:,> ,. ';."~' .~'" -i'.....,..."".~.....', '"',,," t': ""Y/I' \"-:" -"' (; 0 PASCO COUNTY, FLORIDA .. . '" ,.;~ . ~, Permit No. Date Permitted Builder Name/Owner Name County Parcel No. Location Subd. Classification/Type of Use 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. Assessment - (No. U nits) x ($0. 1315) x (No. Days) i TOTAL FEE $ i Assessment - (GSF) x (ERU) X (0.1315) x (No. Days) 100 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. DATE DATE BY BY White Applicant Canary Trans/Finance Canary RR/Finance Pink Office Green Bldg/lnsp feecal:ce