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Home My WebLink About94-4149 BUILDING PERMIT Permit N~ ?l? F 'I~-' on CITY OF ZEPHYRHILLS (813) 788-6611 414915 'I'If,-s-o BUILDING 66J. 7s- ELECTRICAL 0'70() PLUMBING Date 7-/ / - ? Y ..3 0, tJ7) MECHANICAL Sewer conn~r:L.7 ~ tTV Water Conn: 3.5'0- (J7J Parcell.D. # Zoning: Description of Work NO OCCUPANCY BEFORE C.O. FINAl__/{)~ 2.0 ,... DATE C.O. L~ ~;1I- 9l./ DAlE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordar~e with City Codes and Ordinances. Valuation or "-j J?. ~J Contract Price ~.) 0-..J' 0() City License Registration # State Certified License# J'I? 'llLZ;J711/L/JIfy. BUILDING IJ(t~ dL ELECTRICAL /-69 InspectOf' :~:~~::,:e ~ Company Address Telephone# 1ff- 41.4.5'- ~~~' 4-~~d~~ PLUMBING /'7 MECHANICAL 7/ Tp. Servo SLBI~-3'-9tJ- &~ Rough In Q-7-t;t.{ Hob Tub Set q-\~...q4 ~a t Mete' can2-s-it WaW m Const. Pole .. .qL/ a1 Sewer I '" Pool .. Final D ' ~ ~~v Pre-Meter e//b-Iq. 'i~ 6b Final /0 - 2.o''7t..f ~ Ddveway ~ Mu<-""-'b j-~ · \. tl...c\ \}. :.....,.. 4JQ..lt "- -----.U q~ ,.IN ~ -$.J.. ~-riC~ of lh.t41, '7JlJ).C{L/ Bit-L REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade: Ftr. Pre SLB Lintel FRM. Insul. CL WL q~I~-G4 B~ 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. Breakers Ducts Insl. Q-7Ll'-l i?~ Compressor Final lo-~~7 ~ ~ Ya. 7-11-9Y . &cWJ IP'-~-9l/ 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: Whitworth Builders 12th st. $51,953.00 1,419 $35.00 SQ. FT. OTHER: 208 COST/FT: $11.00 VALUATION $51,953.00 DRIVEWAY $20.00 ADDRESS $20.00 FEE SHEET $273.00 SQ. FT. UNDER ROOF RADON GAS 1,627 $16.27 TRAFFIC IMPACT FEES 99% 1% $1,480.00 $1,465.20 $14.80 PERMIT FEES BUILDING: PLUMBING: ELECTRICAL: MECHANICAL: SUB-TOTAL: CREDIT: TOTAL: CONNECTION FEES SEWER: WATER: METER: TOTAL: 449.50 57.50 60.75 30.00 $597.75 45.00 $552.75 1,278.00 350.00 165.00 $1,793.00 GRAND TOTAL: $3,842.02 ". CI'l"Y pI" ZEPIIYRIIJ:LLS BUILDING DEPAR'IHEIft' OWNER 019 ~ f l}4PzA/ &0 t /0 11 It? JOB LOCATION /;;? t.f, --5t- 2e,'J1fP.l1 i lLs PARCEL I.D. # O~~&.6 -~l- OO:AO -oa99CJ- OOZz... SHOW ALL EnS'!'DIG &: PROPOSED srRtJC'l"IJRES G:IVDIG DDlBHSIOIIS &: SE'JIBACKS. 7S:~ ... ~ - . N'\ - - . , () 13.8 PP\oP()se'D 5iNqle- PAM; If J . B<'rDfZ<<J/1! J.ltWl5 ... ALLEYWAY ACCESS FOR GARAGE OR CARPORT - 15 FOOT SETBACK REQUIRED. ~ OIl' . \,) ~ 4ft>: ON I I ".oil ~t) UTILITY BUILDINGS ~ MUST SHOW SIZE & FOUNDATION INFOR- MATION. FRONT PROPERTY LINE t ~i.~ 16-- B I (NOTE EXAMPLES 1 & 2) STREET 1. SETBACKS FOR R1, R2 ZONING 2. SETBACKS FOR R3 ZONING 60' 60' 10' P E- R X 0 I 10' P S 10' 0 T S I E N D G 20' 1 0' 10' 10' EXISTING 10' PROPOSED 20'SGL FAM 30' DUPLEX 1 0' !"ROllI' PROPER'I"I' LDfE !'ROII'I' PROPBIl"rY LDm Department of Community Affairs FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A .PROJECT NAME:jwtJX{IG'l!e's. II BUILDER: AND ADDRESS:6tJQ_/~f::1 sfz~(r,ye4;IIJ,F/. PERMITT~ING . CLIMATE OFFICE: ZONE: 41~ 51_1 61_1 OWNER: B4 <S4.J1JtJt(1E- PERMIT o. L(I'/7L3 JURISDICTION No.6//6t;O P CK 1. New Construction 2. Single-Family 3. 0 case (yes/no) 4. 5. 1437.00 6. 1.30 7. 9.00 Single Pane 8a.119.5sqft 8b.127.4sqft 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 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: 1. Concrete (Insulation R-value) 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 Double Pane O.OOsqft O.OOsqft 9a.R= 0.00 .' 165.50 ft 10a-1 R= 5.00, 1057.20sqft____ 11a.R=22.00 , 1481.30sqft____ 12a. R= 13. Type: 6.00, uncond Central A/C EER: 11.00 Heat Pump HSPF: 6.60 Electric 0.88 14. Type: 15. Type: EF: HR 16. 17. 18. 2 CV 19. 19a. 19b. 77.95 22915.60 29399.23 ------------------------------------------------------------------------------- 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. PREPARED BY: DATE: I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: ~~~ DATE: 8?tt? BUILDING OFVC~e A <4' . .:.. .0.. DATE: 7-.5 -9 . ******************************************************************************* . SUMMER CALCULATIONS ******************************************************************************* === BASE === === AS-BUILT === ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- ~~~i~--~;~-~-;~~;-:- POINTS I TYPE SC ORIEN AREA x SPM x SOF = POINTS N 23.20 82.2 1907.0 SGL TINT N 23.2 51.5 .50 597.4 E 113.40 82.2 9321.5 SGL TINT E 16.2 107.1 .90 1569.2 SGL TINT E 16.2 107.1 .90 1569.2 SGL CLR E 40.5 109.2 .52 2299.8 SGL CLR E 40.5 109.2 .52 2299.8 S 38.50 82.2 3164.7 SGL CLR S 4.8 100.2 .64 309.1 SGL CLR S 9.9 100.2 .25 248.0 SGL CLR S 23.8 100.2 .85 2021.7 W 71.80 82.2 5902.0 SGL TINT W 16.2 107.1 .90 1569.2 SGL TINT W 16.2 107.1 .90 1569.2 SGL TINT W 16.2 107.1 .90 1569.2 SGL TINT W 23.2 107.1 .90 2247.3 ------------------------------------------------------------------------------- .15 X CONDo FLOOR / TOTAL GLASS = ADJ. X GLASS = AREA AREA FACTOR POINTS ADJ GLASS POINTS GLASS POINTS .15 1,437.00 246.90 .873 20,295.18 17,718.21 I 17,869.21 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- NON GLASS------------ I AREA X BSPM = POINTS TYPE R-VALUE AREA X SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1057.2 1.0 1057.2 Ext NormWtBlock In 5.0 1057.2 1.00 1057.2 DOORS---------------- Ext 20.0 4.8 96.0 Ext Wood 20.0 7.20 144.0 CEILINGS------------- UA 1437.0 .6 862.2 Under Attic 22.0 1481.3 .90 1333.2 FLOORS--------------- SIb 165.5 -31.8 -5262.9 Slab-on-Grade .0 165.5 -31.90 -5279.4 INFILTRATION--------- 1437.0 10.9 15663.3 Practice #2 1437.0 10.90 15663.3 =============================================================================== TOTAL SUMMER POINTS I 30,134.01 30,787.43 =============================================================================== 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 ------------------------------------------------------------------------------- 30,134.01 .37 11,149.58 I 30,787.43 1.00 1.100 .310 .950 9,973.59 =============================================================================== ******************************************************************************* WINTER CALCULATIONS ******************************************************************************* === BASE === === AS-BUILT === ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- ~~:~--~;~-~-;;~;-:- POINTS I TYPE SC ORIEN AREA x WPM X WOF = POINTS S 38.50 -3.4 -130.9 SGL TINT N 23.2 9.6 1.34 298.4 SGL TINT E 16.2 -2.0 .49 -15.7 SGL TINT E 16.2 -2.0 .49 -15.7 SGL CLR E 40.5 -2.2 -2.03 180.9 SGL CLR E 40.5 -2..2 -2.03 180.9 SGL CLR S 4.8 -10.9 .66 -34.3 SGL CLR S 9.9 -10.9 -1. 09 117.6 SGL CLR S 23.8 -10..9 .90 -233.5 SGL TINT W 16.2 -2..0 .49 -15.7 SGL TINT W 16.2 -2..0 .49 -15.7 SGL TINT W 16.2 -2..0 .49 -15.7 SGL TINT W 23.2 -2..0 .49 -22.5 N E 23.20 113.40 -3.4 -3.4 -78.9 -385.6 W 71.80 -3.4 -244.1 .15 X CONDo FLOOR / TOTAL GLASS = ADJ. X GLASS = AREA AREA FACTOR POINTS ADJ GLASS POINTS GLASS POINTS .15 1,437.00 246.90 .873 -839.46 -732.87 I 408.80 ------------------------------------------------------------------------------- -------------------------------------------------------------------------------- NON GLASS------------ I AREA X BWPM = POINTS TYPE R-VALUE AREA X WPM = POINTS WALLS---------------- Ext 1057.2 1.1 1162.9 Ext NormWtBlock In 5.0 1057..2 2.90 3065.9 DOORS---------------- Ext 20.0 5.1 102.0 Ext Wood 20.0 7.60 152.0 CEILINGS------------- UA 1437.0 .6 862.2 Under Attic 22.0 1481.3 .90 1333.2 FLOORS--------------- SIb 165.5 -1.9 -314.4 Slab-on-Grade .0 165.5 2.50 413.8 INFILTRATION--------- 1437.0 4.1 5891.7 Practice #2 1437.0 4.10 5891.7 =============================================================================== TOTAL WINTER POINTS I 6,971.50 11,265.30 =============================================================================== 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 ------------------------------------------------------------------------------- 6,971.50 1.10 7,668.65 I 11,265.30 1.00 1.100 .515 1.000 6,381.79 =============================================================================== ******************************************************************************* WATER HEATING ******************************************************************************* === BASE === === AS-BUILT === ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- NUM OF BEDRMS x MULT = TOTAL I TANK VOLUME EF TANK RATIO x MULT x CREDIT MULT = TOTAL 3 3527.0 10,581.00 I 50 .88 1.000 3527.0 .62 6,560.22 =============================================================================== ******************************************************************************* SUMMARY ******************************************************************************* === BASE === === AS-BUILT === =============================================================================== COOLING POINTS + HEATING POINTS HOT WATER + POINTS = TOTAL I COOLING POINTS POINTS + HEATING POINTS HOT WATER + POINTS = TOTAL POINTS 11149.6 7668.6 10581.0 29,399.23 I 9973.6 6381.8 6560.2 22,915.60 =============================================================================== ***************** * EPI = 77.95 * ***************** 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= 77.9 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--------------x------I R-O R-19 Ix--------------------I Wall R-Value......... 5.0 Floor R-Value......... 0.0 AIR CONDITIONER............. EER. . . . . . . . . . . . . . . . . . . . . .. 11. 0 9.7 EER 16.0 I----x----------------I HEATING SySTEM.............. Electric HSPF............ 6.6 6.8 HSPF 12.0 Ix--------------------I WATER HEATER................ Solar EF.............. 0.88 0.96 Ix--------------------I 0.54 0.90 1---------------------1 0.40 0.80 1---------------------1 Electric EF.............. 0.8B Gas EF.............. 0.00 OTHER FEATURES.............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Address: Builder signature: Date: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 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= 77.9 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--------------x------I R-O R-19 Ix--------------------I Wall R-Value......... 5.0 Floor R-Value......... 0.0 AIR CONDITIONER............. EER. . . . . . . . . . . . . . . . . . . . . .. 11. 0 9.7 EER 16.0 I----x----------------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. Address: Builder Signature: Date: city/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Swingle Home WIND LOAD ANALYSIS for: Whitworth Construction by: Catalano Engineering, Inc. 6/1 0/94 Page 1 I.) Location: Pasco County, FL. II.) Design wind velocity: 100 (mph) III.) Construction: I-story Gable roof Fiberglass shingles 1/2" CDX plywood roof sheathing Wood trusses Wood frame const. Slab on Grade, (4") Stem wall footing IV.) Geometry Height of ridge (ft.): 17.3 Mean roof Height = 12.7 ft Height of eave (ft.): 8.0 Building Length (ft): 46.0 Building Width (ft.): 36.7 Roofpitch ("per ft. hz.): 6.0 Roof overhang (ft): 1.3 Longitudinal exposure = 822.0 sf Transverse exposure = 483.1 sf Plan area under roof = 1626 sf Rectangular Page 2 Swingle Home V) Horizontal pressure: Use Factor (I) = 1.0 Velocity Pressure (Pv) : Pressure coefficient (GCp) : Transverse pressure (Ph) : Longitudinal pressure (PI) : Therefore; P = Pv( GCp )(1) Height (ft) Pv (psf) 0-15 21.0 20 23.0 40 28.0 60 31.0 Swingle Home 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 (psf) 0-15 31.5 15-20 34.5 20-40 42.0 40-60 46.5 Height (ft) . Pressure (psf) 0-15 25.2 15-20 27.6 20-40 33.6 40-60 37.2 "Transverse pressure governs horizontal design" Page 3 VI.) Uplift pressure (U): Pressure coefficient (GCp) : Transverse pressure (Ph) : Longitudinal pressure (PI) : U=Pv(GCp)(I) Swingle Home :::miEy~@:~aranel.: .nliliQ~~tipij. 1 0.80 N/A Sidewall 2 -0.75 -1.00 Roof 3 4 5 6 -0.75 -0.70 N/A N/A -0.65 N/A 0.65 -0.55 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 Roof Sidewall Endwall Endwall VII.) Net Uplift Swingle Home Roof Deadloads: (SBC Appendix A) Element Description Weight (pst) Covering Fiberglass Shingles 2.0 Sheathing 1/2" CDX 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 = 39.3 ft Truss spacing (ft) = 2 ft Height (ft) Contrib. area (st) Net Uplift (pst) """Uplift per br~. (Ibs) 0-15 78.7 -9.2 -361.8 15-20 78.7 -11.2 -440.5 20-40 78.7 -16.2 -637.1 40-60 78.7 -19.2 -755.1 ** SpecifY hold-down accordingly, FS 'built in' to Mfr's tables. Page 5 r IX.) Overall Moment Stability (Overturning): Resisting Moment: Dead loads above slab: Roof area: Dead Weight: Total Weight = Exterior Walls: Wall height: Unit weight: Total Weight = Interior Walls: Wall height: Unit weight: Total Weight = Total Resisting Dead Load (W) : Dead Load Moment Arm ( I ) : Resisting Moment (RM) = Overturning Moment: Uplift : Swingle Home W(1) 1626.0 sf 11.8 psf 19186.8 lbs (Neglect overhang; conservative) 19186.8 165.0 If 8.0 ft 11.0 psf( SBC Appendix A) 14520.0 lbs 14520.0 96.0 If 8.0 ft 8.0 psf( SBC Appendix A) 6144.0 lbs 6144.0 39850.8 lbs Total Resisting Dead Load = 39850.8 lbs 18.335 ft, Width / 2 730.7 ft-kips U(l) + P(h) Height: 0-15 15-20 20-40 40-60 Roof area: 1626.0 1626.0 1626.0 1626.0 Gross Uplift : -21.0 -23.0 -28.0 -31.0 Total Uplift (U) = -34146.0 -37398.0 -45528.0 -50406.0 Moment Arm (1) : 18.3 18.3 18.3 18.3 Uplift Moment = -626.1 -685.7 -834.8 -924.2 Horizontal Pressure: sf psf lbs ft ft-kips Height: 0-15 15-20 20-40 40-60 Pressure: 31.5 34.5 42.0 46.5 Contrib. Height: 15.0 2.3 -2.7 -22.7 Total hz. Pressure = 472.5 80.4 0.0 0.0 Moment Arm (1) : 7.5 16.2 18.7 28.7 Unit Pres. Moment= 3.5 1.3 0.0 0.0 Hz. Pres. Moment = 163.0 59.8 0.0 0.0 sf If lbs/lf ft ft-ki ft- lp Page 6 Swingle Home Height: 0-15 15-20 20-40 40-60 Resisting Moment: 730.7 730.7 730.7 730.7 x 2/3 = 487.1 487.1 487.1 487.1 Uplift Moment: -626.1 -685.7 -834.8 -924.2 Hz. Pres. Moment : -163.0 -59.8 0.0 0.0 Overturning Mmt. = -789.1 - 7 45.5 -834.8 -924.2 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) 1 b Height: 0-15 15-20 20-40 40-60 Tie-Down (T) = 1593 404 2839 5278 lbs ** SpecifY tie-down accordingly, FS 'built in' to Mfr's tables. x.) Girder Uplift: 1.) Two (2) Point Bearing, Symmetric. Girder Contrib. area (st) Height (ft) Net Uplift (pst) Uplift per brg. gr-l 336.0 12.7 -9.2 -1545.6 porch 380.0 12.7 -9.2 -1748.0 12.7 -9.2 0.0 Girder Mark 2.) Other configurations ie. three (3) point brg. Contrib. Height (ft) area (st) (Mn. root) 12.7 12.7 # Brg. Points Max. Uplift Reaction (lbs) Page 7 XI.) Shear: Swingle Home Load to ceiling/roof diaphragm: Height: 0-15 15-20 20-40 40-60 Total Total hz. Pressure = 346.5 80.4 0.0 0.0 426.9 pvlf 0.0 9818.4 lbs 9818.4 lbs Total shear transferred to sidewall = Unit Shear at roof diaphragm: v=R/b Unit Shear ( v) =1 217.31 50.41 0.01 0.01 267.71plf Unit Shear at Midheight walls ( v'): (Design case) Total width of openings at mid-height wall: 6.5 ft Length of wall available to resist shear = 30.17 ft Unit Shear @ Midheight ( v' ) = Select structural element to resist v' from SBC tables ie. 1710.2B Shear capacity of structural element: 380 plf (Masonry, Fv=35psi x 2(1.25si x 12")/ft =1050 pit) Required length of transverse shearwall =1 25.8 1ft Longitudinal shear: Height: 0-15 15-20 20-40 40-60 Total Pressure: 25.2 27.6 33.6 37.2 Contributing Height: 11.0 2.3 -2.7 -22.7 Unit Hz. Pressure = 277.2 64.3 0.0 0.0 Reaction (R) = 5082.5 1179.1 0.0 0.0 6261.5 Unit shear (v=R/I) = 110.5 25.6 0.0 0.0 136.1 Tot. opngs. @ mid ht 13.5 13.5 13.5 13.5 13.5 Unit Shear (v') = 156.4 36.3 0.0 0.0 192.7 lbs ft Required length of longitudinal shearwall ~I 16.5 1ft ~ . Page 8 6/1 0/94 . x.) Shear (Cont.): Swingle Home Roof Diaphragm: Maximum shear at roof 1 wall interface = 267.7 plf Capacity of non-blocked sheathing (SBC Table 1710.2A) = 240.0 plf Capacity of blocked sheathing (diaphragm) = 360.0 plf Half Building length = 23.0 ft Slope of the shear diagram = 11.6 plf 1 ft Diaphragm length required to resist shear = 2.4 ft ( Round value up to nearest truss multiple of truss spacing) Analysis of shear at roof/wall interface: Location along Distance Shear at building length from endwall (ft) interface (plf) Endwall 0.0 267.7 0.1 * Length 4.6 214.2 0.2 * Length 9.2 160.6 0.3 * Length 13.8 107.1 0.4 * Length 18.4 53.5 Mid-span 23.0 0.0 0.6 * Length 27.6 -53.5 0.7 * Length 32.2 -107.1 0.8 * Length 36.8 -160.6 0.9 * Length 41.4 -214.2 Endwall 46.0 -267.7 Page 9 XI.) Summary: Swingle Home Describe the following: 1.) Truss fasteners. Uplift er Truss = -440.5 lbs Simpson HI wi 10-8d nails (490 Ibs. cap each.) 2.) Girder Fasteners. Max uplift reaction= -1748.0 lbs. 2-Simpson H7 wi 14-8d nails ea. end (1860 Ibs. cap. total) 3.) IN/A 4.) Hold-Downs at 2nd Floor. Hold-Downs at foundation. 1/2" AB @ 48" o.c. & simpson LTT20 w/ 1/2" AB & 10-16d nails @ shearwall ends 5.) Shearwall element. Wood Frame: Maximum shear at mid-height = 325.4 plf Panel Grade Thickness Nail size Edge Spacing Rated Sheathing 15/32" 8d 4" Masonry: NI A Type CMU Wall thickness Rake Joints ? Filled Cell Spacing 6.) Roof sheathing. Maximum shear = 267.7 plf Panel Grade Thickness N ail size Edge Spacing Boundary Spacing Length Rated Sheathing 15/32" 8d 6" 4" 2.4 (Blocked) Diaphragm: (Pattern Case 1) Elsewhere: Panel Grade Thickness Nail size Rated Sheathing 1/2" 8d Edge Spacing 6" Intermediate Spacing 12" Page 10 APPLICATION FOR PERHIT CITY OP ZEPHYRHILLS BUILDING DEPARTMENT OWNER'S NAKE .BoB f' K.AE&A/ ,-\uJiNqli PH~NE 18.3 -76)57 _'S ADIIJIESS 38tl.'5 ~V 64 c . z ~ phy. ~i, ;(1<; JOB ADDRESS _ t4 sf. ~~\I-,hLUJ LEGAL DESCRIPTION: LOT(S) fA B~SU8DIVISION PARCEL I. D.' {} J. - ;? ~ - z I - t9 t9Z.0 - O~ -tOo ~ 2. (OBTAIN FROM PROPERTY TAX NOTICE) WORK PRoposED:Lew Construction ---..Addition ----^iteration --..Repair _Install _Sign ----'love ~eaolish PROPOSED USE: -X-Single Feaily ---1IIF _' of Units ---1IIH _ec-ercial _Indust. _Swia. Pool _Other -Restaurant &: Health Departaent Approval DESCRIPTION OP WORK: Ne'uJ SiAl t,;.i~ r4rr\IJy I-Iom!: BUILDING SIZE: 4h.ox 5{;,.13 . /J:.J.J;u.E. Square Feet. Height . RESIDERTIAL: ATTACH (2) PLOT PLANS &: (2) SETS OP BUILDING PLANS &: (1) SET ENERGY FORMS. COMKERCIAL: ATTACH (3) SETS OP BUILDING PLANS &: (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED POR ALL NEW CONSTRUCTION. PERMITS REOUESTED ~UlLDING $ ---..ELECTRICAL ----1IECIIAlII.CAL AtIP Service Valuation of Total Construction >( Plorida Power Corp. W.R.E.C. $ Valuation of lIechanical Installation _PLUKBING GAS RooPING SPECIALTY TYPE OP COllSTRUCTION: .-Jlock -t-Fraae _Steel Other PIIIISBED FLOOR ELEVAITONS: FT. IS PROJECT IN FLOOD ZONE AREA? YES NO .......................................... BIJTI.Dm CONTRACTOR SECTION' COMPANY ~' wi; State Cert. or Regist. . City License Registration . .......................................... Signature / v. .; :.:~~ ~u COMPANY heS-~ CLA~) ELEc'j-~;'( '\ State Cert. or Regist. . c:J 0 II ~ /,7 -'- ~ City License Registration' / _~ q .....................................~.... . , PLUKBER ~~ COMPANY (7oEEtl4 f:ilU.mBiNq ./ State Cert. or Regist. . Signature ~ City License Registration . ') ? .............................. ........... Signature COKPANY ~ N S ~ State Cert. or Regi . City License Registration . ......................................... IlECBAlUCAL Signature COMPARY CAc/ t' AI Pt1dcAf1 State Cert. or Regist. . City License Registration . _~O .......................................... OTRRR APPLICAnoa APl'IlOVIlD BY 11 ~(J ./I ~ PERHIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS fhe undersigned understands that this peIlit laY be subject to Ideed restrictions" wbieb laY be lOre restrictive than City regulations. !be undersigned asSUles responsibility for COIpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner bas 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 lisd_anor violation under state law. If the owner or intended contractor are uncertaIn as to "bat llcensing requiretents laY apply for the Intended work, they are advised to contact the City of Zepbyrbills Building Departlent, (813) 788-6611. FurtherlOre, if the owner bas bired a contractor or contractors, be is advised to bave the contractor(s) sign portions of the IContractor Sections I of this application for wbieb 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 "isbes you to sign as contractor that laY be an indication that be is not properly llcensed and is not entitled to peraitting privileges in the City of Zepbyrbills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the appllcant, bave been provided with a copy of IPlorida's Construction Lien La" - lkIIeoImer's Protection Guide" prepared by the Florida Departlent of Agriculture and ConsUJeI Affairs. If the applicant is 8OIeODe other than the "owner", I certify that I bave obtained a copy of the above described docUJent and prOlise in good faith to deliver it to the "owner" prior to COlleDCl!lellt. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the infoIlation in this application is accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, loning, and land developleDt. Application is bereby lade to obtain a peIlit to do work and installation as indicated. I certify that no IIOrt or installation bas c-.mced prior to issuance of a perlit and that allllOrk will be perfoIled to Jeet stanc1ards of all laws regulating construction, City codes, loning regulations, and land developll!llt regulations in the jurisdiction. I also certify that I understand that the regulations of other goveIlllelltal agencies laY apply to the Intended uk, and that it Is Ii responsibillty to identify wbat actions I lUSt take to be in cOlpllance. Sueb agencies include but are not IlJited to: * DepartleDt of EnvirODJeDtal RegulatIon - Cypress Baybeads, Wetland Areas and KnviroDleDtally Sensitive Lands, WaterjVastewater !reatleDt I Southwest Florida Water Hanagl!llent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses I AIIY Corps of Engineers - Seawalls, Docks, lavigable Waterways * Departlent of Health i Rehabilitative Services, KnvirODJeDtal Health Unit - Wells, Wastewater !reatleDt, Septic tanks I US InviIODlental ProtectiOn Agency - Asbestos abatetent I also certify that, if fill laterial is to be used in Flood ZOne IAI or "A,etc.l, it is understood that a drainage plan addressing a ICDpeIl8ating vol.1 will be sublitted wbieb is prepared by a professional engineer registered in the State of Florida prIor to peIllt Issuance. A peIlit issued sball 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 sball issuance of a peIlit prevent the Building Official frOJ thereafter requiring a correction of errors in plans, construction, or violations of any code. Every perllt Issued aba11 becoIe invalid unless the work authoriled by sueb peIlit is COII8Jlced within sil IODtbs of issuance, or if work autboriled by the peIlit Is suspended or abandoned for a period of sil IODtbs after the tile the work is ~ced. One 90 day eltension of tile, lay be allowed for the perlit with fee ebarge of $15.00. !be eltenslon sball be requested in .riting to the Building OfficiaL' An approved inspection 8118t be logged during eaeb sil IODth period, or the project will be considered abandoned. IfARNllfG TO OIlIER: YOUR FAILURE !O RECORD A 1f000ICE OF C<IDIBICEllBII HlY RESUL! II YOUR PIYIIG DICE FOR lHPROVBHBIIS fO YOUR PROPERlY. IF YOU InDD fO 011111 PllWICIIG, CONSULf wlla YOUR LIIIDBJI OR II AnoRDY BEFORE RBCORDIIG YOUR DICE OF COHHIICEHBIf1'. JOBS UNDER '2,500 IN VILUB 00 101 DID fO RECORD AIfD POS! A 'IOIICE OF C(JUIDCBIIBIfII. SIGIfI!URE: COIlRAClOR SIGlArURI: OIlIER OR IGIII SfA!E OF FLORIDA coum OF The foregoing instrument was acknowledged before me this I 19____ by STAD: OF FLORIDA coum OF Tbe foregoing instrument was acknowledged before me this I 19_ by wbo is personally known to lie or wbo bas produced as identification and wbo did/did not take an o~tb. who is personally known to me or who bas produced as identification and who did/did not take an oatb. (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC (Signature) (Name Typed, Printed or St~ed) NOTARY PUBLIC C E I Catalano Engineering, Inc. CIVIL. TRANSPORTATION. STRUCTURAL August 9, 1994 94-145.01 Mr. Clay Whitworth Whitworth Builders 4833 Handcart Road Zephyrhills, Florida 33544 RE: Swingle Residence Dear Mr. Whitworth, As requested, I have examined the effects to the lanai beam of adding an additional column. Because adding an additional postlcolumn reduces the uplift component per post, Simpson PB44 Post Bases will suffice in lieu of the CB44 bases which had been originally specified. The additional post should be installed roughly centered (+/- 10%). This post base will also apply to the covered porch at the front entry of the home. Also during our conversation, it was noted that the typical wall section specified an anchor bolt spacing of 36" o.c. Please disregard this spacing and install anchor bolts at 48" O.c. Thank you for this opportunity to be of service to Whitworth Construction. 812 S. Lakeview Road · Tampa, Florida 33609. Phone/FAX (813) 877-4004 C E I Catalano Engineering, Inc. CIVIL. TRANSPORTATION. STRUCTURAL Mr. Roy Burnside Building Official 5335 Eighth Street Zephyrhills, Florida 33540 August 3 1, 1994 94-145.03 RE: Swingle Residence Dear Mr Burnside, Although the subject plans specifY the use of 15/32" CDX sheathing, 1i2" Oriented Stand Board (OSB) may be substituted given that the aSB is marked as 'Rated Sheathing'. I hope this letter provides sufficient documentation for your tiles and allows staff to continue \Nith the inspection process. Please call me if you have any questions or additional concerns CC: Clay Whitworth iog, Inc. 8.2 S. Lak,:: .iew Road. Tampa. Flcrida 33609. PnoneiF,4X (813) 877.4004 DDDOODDDDO ~ ~oooon :1 ~ 0" 1-4 0 I ~ ~ 00 00000 1J o OOODooon ~ .... l;=il'li~~ ~ :! .- I J 5 II Jl i Jl: j!i!i-ilii ~ ~!Iili: '. ~ ~~!"JIII~I ~ i.~lii ~Ij * ~i;!~I!ili!l . dmil'Ji"' ;l ! iil~ji;!:j'l 64 ~ n a~i ... j~1! j~B!ui. a 13B'!il~~!!~ - ~lli~slllil ~ "'a "'I' . Z gl~~....~~im Z Wilmi!~ il;~lllil~JI "i"~Ill' B.../S ~ ~...g "'1... ...1.. ii;ifi~JI!11 - I . ;III'fllal ",.,'........;"1.;..". ~O)~ ~,....:f...~... . ~t:j...s.~ \' ~(r .w~)i' ~"~ ~. ..;/ ~~f..~. .... ~~'.f:..l "~"t · "...'_# .' ft'h"'" c ..... '" I.\UW, ,..I-I," UI :I1 . .a. en o .. f Jlo, . i en o " W ~ . ltJ . Q) o < rra ::0 w ... lIJm c: - "U "0 o ~ (JJ :D ~ Jlo, t&J CD .. =-: . . .. , ~ 5 ~ ~~~i ~ ! ~~~~~~ ~ ~ ~ AZ~C....~ .... ~ -fcmr-o Po ~ - Nm. ~ ~ %w, H< H 0 Mr~.... 0 ~ ii.l ~~ a~~R""~, o mn~ ~~ 1m O~_~. ~ S~N~ ~b'go gr-~~~r- a ~..... ..... ~ .....:zJ ,.,~ifi..:-:-~ -4mm:n ~~ %~ COo ~ ....00= om m:il; r- gc. ~~ ~H r-o,., Q ~""Ia""" i'i -<""i?l\Ix ~~ ~ ji.... :~; ~:Qg~~ ~ii~ ~~ c 00 ~ QO~W"" ~~g~~i ~~!~'Ii ;; ~~Ig~~ ~~~~''- ~~ ii~~-m !~~~'i~ i8 -:gm~~ ~~ ~_ ~~ ~.. 0_ Mn~x :~ m~ no % .~~~~. ~_ ~.~~~ m H~ gF i '20 )0- U1iRUl s:;!: r- ~O U) ffiB. ~~ i ~~ ~ ~~i ~~ ; :~ R ...._111 ~ . m)oo ~ ~i: H ~ c~ ~ 0)00 ~. ~ ~! ~ f;t! )00 ;;f ~Cl ~f;llll ~ ~ ~, ii' i ~. bl I .1 --- 4 I 4 · 3 '11-4 ,,::I: ~m ~~ ,... .... g~ Ai (/)'1) .... ....~ ~ ~~ :if M ~~ ~ II ! .... :D ~w M C-i 15 m= ::E . ~ ~ ~ ~ ~ ~ Q) 6 I o .a. Of Q Z m ;' 2 '"" ru 'f. 0.... . 6 + .. ~ -i0l :ox' c~ rru o X ... m~ ~~~~ii ~n lii~~lj<lS i~ pl i;,)86f! ~ ~8~~nQ ~:a H ~ _/TI ~~ ..... o 0'" lIS ' Cid cui ....I;i ~AI m~~ 8~ ~~ ~~~i _i ~~ r2.. m.... ~ ~;u~:=' !....CUlm,O rn~~ .~~ .' m r- K :0 ~w (I) . ........ 0 t;tO .. ...b ~~ p,~ fs ~:a ~ HOI m m::l; ru,....... " :n....1O 00... c: ~~ iiJCI'l ij l'f1 r- H CD JI: In ..~ * In 18 a~ Q. :i ~ ~a3 rn ~o .:q -f ., c: ........ ~ ~ I'D UJ ~ JJ CD .c c: ~. .., CD a. w r- _ ~ -. _ _ ____ _ _ _ _ _ __ ___ _ _ _ _ _...-----. CON1T<{iC:TOR #: NPIME:: I,.JH I T W')RTH Bl.DER:::':: ADDR: 6052 12TH 8T C,' ::~,.!': Z /H I LL.~:; C E N T R ALP E R M 1 T TIN G PASCO COUNTY. FLORIDA DATE: 1 (1/20/94 P,':;C;E= 1 OF 1 I '3::;:UE (IFF ICE: D RECEIPT N~M9R: 00227794 OFF1CE: DADE CITY F'C F< : CHECK #=~::351 (12.-26'-21 ('020 00500 O()22 ?\CC:I\!T l.U, TOTAL (W!CJUNT: COMF'N"l ACCOUNT eEl nEf~: .;;. " ::::"7 [(450- :36:300:) - ~MOUNT DESCRIPTION/PERMT DATA 0.87 ~*~*** SOLID WASTE FEE OH/eR 60 F{EC'~ I ')ED BV /( I' / ..L . / '. I 0 / /', i ,.. "/ " /i. / - ,\.{:.. L: _ (..1.._</....i....J...._ _ _ _~ .-'._ Li ..L!.. i. J-!L(J ..!.._i.~.._ __ ~.'~' ,-:",,~,,-'r'~ ""-r~"J:r---'~"'7V>--"t r~'~i"'~ .,.,~...".~~. --r ~ .......lr,...........~..~. ...,.~r\.~.7;')'li:'.~.f~..:i.~.~:'~~~>w.._-1.::.7J~.!I\.);~~~~.:.;:.:...~:r~~.~IN><'1m!IJ"..,Tf.., ""'or~, PASCO COUNTY, FLORIDA Permit No. , , i Date Permitted / / Builder NamelOwner Name l I " I' County Parcel No. " Location ! ~. ......1. 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 fe~_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. Units) x ($0.1315) x (No. Days) 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 CENTI,U.L 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 -------------_._--_._._-----~---_._-_...._~_._--~-~--~-~._~'-_._---~.._-----~_._--_.__._-- ------.--.---,,----- -------- --.-.- leQend (R) (C) (Hl F .I.R. F. I. P. F.C.H. C.l.F. W.F. WO.F. P.P. O.H.L. P.O.B. E. P. P.O.l. 5>.I.R. TO.B. T.O.S. R/Waj . '/.4- .s'~5t vJ.- tJ.t' ~f.~ft1 Of 5~C' t . U Z H r- ~ .. U) l' 00 Mr-\D .~ Ml'N E-i \DqI ~O~I\J) H:>ONI UHHCON OCOP::l'CO 00 0, l' 00' H- ~j~M- ~ ...-M o<:l~'''CO'- oo-co ~r-j OLOH.. ~ ~ ~ ~ I' o ~Z~ ~O~ o ~~~ ~ ~~ ~ ~ ~ t'J u Per legal Desc. or Plat Calculated Fie 1 d I1€dsured Found Iron Rod Found Iron Pipe FO'Jnd Concrete~HonLl!lel1t Chain Link Fel1ce Wire Fence . Wood F enc e Po.Ier Pole Overhead Line Point of Beginning fdge of Pavement Point on line Set Jron Rod Capped lB 1107 Tor of Bar,k Toe of Slope Right of Waj 5 i CRESCeNT ORIVe:. -/8' A5P"--'l;.T P,.qV/N~ zoo. 00' N.lCr,<f ~./lHDAIf.Y L.r-Z~ "...;V"r INCLvt>eD"-' ~ :>: ~ I h ... ~ ~ "I ~'l: ~ , 2.00,00 ~ o. ~6> . ~... ", I:. I"f) ('oj . . Ys :/~":. . V 1%." ' o - yjY' . . ~ .'" Q " k. . .... :t Q ~ "- \s. \9 '- ('''Ne. nA8 L!~vrl! 8tJVIJOA/l.V o~ tor 2 BY l'.eoPo.(!T!O.<ll"O .J"~crNl1'; 8RLA!:oowlV S"I/'~ 8"'/ltVPAIf.Y L"r 2 91 (Xc Vf'/lTloN LOT 8 200.00' N<7!?TH tiNE OF Lor 8 OA/( ,,,,1<,<; "-v$PIV/S/oN 8y OCt::I/I'~TIOJo/ I H()N//M~"'rATIOtY I .1 \~1 \.. '"! ... ~ u l~ ,~ ~ \ ~~ " ~~ t' ~ .... \. I,,; "oj 41- . '^ " II\~ : tot 5'."" coil. L"TI ~ i( I ~ ..Ei. -"'~~ :V8P1"'~/ON ~C 5.W.C"~N€R OF IS _ ~ SE. v. ~._Z-26"2.1 ~ N08rH ( \178. 2, - p~ 75) ~ " .j. ~' a:i \Xl 1- $<'/8.0/ Vi..?' ION -OAK , PA /? K <> <:) fj, r\- / / I AVENtJE . SURVE'YOR I S NOTES 2. 3. SEC. 2 ,lWP. 26S.,RNC. 2/ E pasco county, Florida N , c . ~ f.\!;~lo1 A fl,j(,~/6 T~'-'Jt-. ---;'r(J . It>~. OO(MJ lau;"J' (c) I I I I , Q Q ~ ~ ~ '" ' ~ , Q~, k} r\' 11- 0\ ~ :~ ~ W - I IOO.OC1 I~/. to' (c ) !...o'r /0 . LOT /tI, . 1. '~o UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS NOTED. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT~ Of WAY, AND/OR OWNERSHIP WERE FURNISHED THIS SURVEYOR EXCEPT AS SHOWN. .THIS SURVEY WAS pREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH; I Not-VALID UNLESS EMBOSSED WiTH A SEAL IHIS 5T /iJvrr IS RED '" , f\. II) ~; ~ N .. Q ~ SCALE:.1" = 30' I J J 30' I,' 0 30' >- l( ~ \ ~, " L. " ~ LEGAL DESCRIPTION Lot .2, Block 5, ZEPHYRHILLS COLONY COMPANY LANDS as recorded in Plat Book 2, Page. 6, Public Records of Pasco County, Florida; being a subdivision of the West 1/2 of the Southeast 1/4 of Section 2, Township 26 South, Range 21 East; LESS the North 82.00 feet thereof; LESS the East 100. 00 ~feet thereof, and LESS .road right of way for 12th Street. FOR: ROBERT D. SWINGLE DATE OF SURVEY: APRIL 11, 1994 BOUNDARY'AND LOCATION SURVEY ORDER '10598-ZH c. Fred Deuel and Associates, Inc. ~1l1 s St _ Petersbi.rg Th1s cert1f1es that the property ~trlbM hereon was surveyed lrIder .1 direction and s~rv1s1on. that the sk.ett~ hereon 15 . true and accurate representation of the SllIDe WId that this survey lleets the HinilDlJII Technical Standards set forth by the Florida Board of Professional land Surveyors 1n Chapter 61G17.6 Florida Adli"lstrative Code pursuant to Section 472.027, Florida Statutes. OAVID~\, (f. ARM.srRON~ I Florida Suneyo 's Reg.n No. ---1-70 +/ ~ Dwn. by: tl;~(kd: by:_