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Home My WebLink About94-4147 BU"ILDING PERMIT Permit NC! Date 41473 y-?--yy '7RF bOo OV CITY 0 F ZEPHYRHILLS (813) 788-6611 .5 ()3 S?J bSSZ) ELECTRICAL ~-?~O PLUMBING BUILDING Pcopecty owne:;~~ JobAddress:0--.!i,--_ _ _ Parcell.D. # / ff- c:2 (., -;JJ - CJI;1..0 ~ {) OCJ 0 0 - ~'-o 0 ..3 O. t7i) MECHANICAL Sewer Conn J ex 7 cf': (/7) , Water Conn: ,3,5-0, tfV Water Meter: /6.s..... ()V TLF.'s: Zoning: Description of Work NO OCCUPANCY BEFORE C.O. DATE Complete Plans. Specifications and Fee Must Accompany Application. All work shall be performed in accordart;'e with City Codes and Ordinances. Valuation or .6 Contract Price (J, 766, cJ7J City License Registration # State Certified License# gr~- ---:R1I~ ~ BUILDING jJf,,;d~ !'/ld~/ ELECTRICAL ~ 7 J Ftr. q-~-~~ ~t;U) Tp. Servo 1- ~ i1r Pre SLB ~.- (). b,LL. Rough In .- -1<1 l'J Lintel ~ Meter Can}7-8"--<Jf FRM. 1.-\.t}f lL-L- Const. Pole '}-\I.q'tBolr Insul. CL Pool ~L q~1).L{~ &tU_ pre-Meterv!'Li:,f.-~t.f. 6th tl~ II~q. L& Final //-~ _o!J Driveway Q,J?-94 (3,LL (f/~ f'l-\S..l1l1 ~ 0~ 4-~~ ~ - ~ 1 - 9 ~ (3....L/-.{)"b- () Inspector P~rmit Fee_\~~F~ Slgnatur~~ Company Address Telephone# A~ ~7~-fA/L MECHANICAL Jt:P Breakers Ducts Insl. e'f-:J.-q 4 6J,...- Compressor Final /1-Lf-t:f4 f.(o~ 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: a. b. c. d. e. f. g. Wrong Address Condemned work resulting from faulty construction. Repairs or corrections not made when inspection called. Work not ready for inspection when called. Permit not posted on job site. Plans not at job site. Work not accessible. ')J rJ, !7-?--9y I j 9--~O ..y y ~i1::~ ,Ie ~ I 11 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 37346 Cornwall $60,766.00 1,585 $35.00 SQ. FT. OTHER: 481 COST/FT: $11 .00 VALUATION DRIVEWAY $60,766.00 $20.00 ADDRESS $20.00 FEE SHEET $309.00 SQ. FT. UNDER ROOF 2,066 RADON GAS $20.66 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: 503.50 57.50 65.50 30.00 $656.50 60.00 $596.50 1,278.00 350.00 165.00 $1,793.00 GRAND TOTAL: $2,410.16 Department of Community Affairs FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 t) Residential W.hole Building Performance Method A PROJECT NAME: ~ 'i (V\. ArN ~-{:. ~UILDER: AND ADDRESS~-t:~50 v:Yo~ o~~~i;~ ~~~~T~I~ 51_1 61_1 OWNER: 2- ~/~f. '. 4/J PERMIT NO. /.J JURISDICTION NO.t-116ou 1..3'73 7'6 L.b'~ Ljl '17 -0 CK 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. 1585.00 6. Predominant eave overhang (ft.) 6. 2.00 7. Porch overhang length (ft.) 7. 5.00 8. Glass area and type: Single Pane a. Clear Glass 8a. O.Osqft b. Tint, film or solar screen 8b.210.9sqft 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, 923.50sqft____ b. Adjacent: 2. Wood frame (Insulation R-value) 10b-2 R=11.00, 266.20sqft____ 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) 12.Air distribution systems a. Ducts (Insulation + Location) 13.Cooling system SN: 2165 CENTRAL Double Pane O.OOsqft O.OOsqft 9a.R= 0.00 , 179.80 ft 11a.R=22.00 , 1585.00sqft____ 14.Heating System: 12a. R= 6.00, uncond 13. Type: Central A/C EER: 9.70 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 CV 19. 19a. 19b. 86.41 24311.07 28134.79 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energ~ PREP~~ DATE: I hereby certify that this building is in compliance with the Florida Energy Code. ~ OWNER.'~ ~ DATE: l ~ 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. BUILDING o~~f4L/\H""~ DATE: '1'0/ >r~ ( I / Department of Community Affairs FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Whole Building Performance Method A BUILDER: PERMITTING OFFICE: PERMIT NO. 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, 923.50sqft____ b. Adjacent: 2. Wood frame (Insulation R-value) 10b-2 R=11.00, 266.20sqft____ 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) 12.Air distribution systems a. Ducts (Insulation + Location) 13.Cooling system 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. FORM 600A-93 PROJECT NAME: AND ADDRESS: OWNER: 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 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: SN: 2165 CENTRAL CLIMATE ZONE: 41_1 5\_1 61_1 JURISDICTION NO. CK New Construction Single-Family o 1. 2. 3. 4. 5. 1585.00 6. 2.00 7. 5.00 Single Pane 8a. O.Osqft 8b.210.9sqft ;,) :'f I....,' I ../ Double Pane O.OOsqft O.OOsqft t,-: ;J V:~~ !.~ t:~ r~ .'1 ~'~ t.:~ V~ I'; f$ 1 '. b \. ! ~ ;~ '. c '. I 9a.R= 0.00 , 179.80 ft 11a.R=22.00 , 1585.00sqft____ 12a. R= 6.00, uncond 13. Type: Central A/C EER: 9.70 14. Type: Heat Pump HSPF: 6.60 15. Type: Electric EF: 0.88 16. 17. 18. 2 CV 19. 19a. 19b. 86.41 24311. 07 28134.79 BUILDING OFFICIAL: DATE: ***k****~******~**~************************************************************ SUMMER CALCULATIONS **************~**************************************************************** --- BASE --- --- AS-BUILT --- ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- ~~~~--~;~-~-~~~;-:- POINTS \ TYPE SC ORIEN AREA X SPM X SOF = POINTS N 80.00 82.2 6576.0 ------------------------------------------------------------------------------- E 72.60 82.2 5967.7 S 21. 00 82.2 1726.2 sw W NW 9.30 18.70 9.30 82.2 82.2 82.2 764.5 1537.1 764.5 SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT N N N N N N E E E S S SW W NW 13.0 13.0 13.0 13.0 18.7 9.3 40.2 16.2 16.2 16.2 4.8 9.3 18.7 9.3 51. 5 51. 5 51.5 51.5 51. 5 51. 5 107.1 107.1 107.1 98.3 98.3 110.3 107.1 76.6 .83 .83 .83 .83 .83 .69 .82 .82 .82 .73 .49 .71 .77 .78 553.3 553.3 553.3 553.3 795.8 330.5 3525.7 1420.8 1420.8 1155.4 230.5 729.2 1547.E 558.= ------------------------------------------------------------------------------- .15 X CONDo FLOOR / TOTAL GLASS = ADJ. X GLASS = AREA AREA FACTOR POINTS ADJ GLASS POINTS GLASS POINT: .15 1,585.00 210.90 ------------------------------------------------------------------------------- 13,927.5: 1.127 17,335.98 19,543.05 I ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- NON GLASS------------ \ AREA X BSPM = POINTS TYPE R-VALUE AREA x SPM = POINT: ----------------------------------------------------------.--------------------- WALLS---------------- Ext 923.5 1.0 923.5 Ext Wood Frame 11.0 923.5 1. 90 1754. Adj 266.2 .7 186.3 Adj Wood Frame 11.0 266.2 .70 186. DOORS---------------- Ext 20.0 4.8 96.0 Ext Insulated 20.0 4.80 96. Adj 17.8 1.6 28.5 Adj Wood 17.8 2.40 42. CEILINGS------------- UA 1585.0 .6 951.0 Under Attic 22.0 1585.0 .90 1426. FLOORS--------------- SIb 179.8 -31. 8 -5717.6 Slab-an-Grade .0 179.8 -31. 90 -5735. INFILTRATION--------- 1585.0 10.9 17276.5 Practice #2 1585.0 10.90 17276. =========================================================:===================== TOTAL SUMMER POINTS I 33,287.23 28,974.E ============================================================================== TOTAL X SUM PTS SYSTEM = MULT COOLING \ TOTAL POINTS COMPON X CAP X DUCT X SYSTEM X CREDIT = COOLI~ RATIO MULT MULT MULT POINT~ 33,287.23 .37 ------------------------------------------------------------------------------ 12,316.28 I 28,974.61 1.00 1.100 .352 .950 10,658.( ============================================================================== ~ *************************************************************************~****.* WINTER CALCULATIONS ******************************************************************************* ___ AS-BUILT --- --- BASE --- =============================================================================== ;~i~--~;;~-~-;;~;-:- POINTS \ TYPE SC ORIEN AREA x WPM x WOF = POINTS N 80.00 -3.4 -272.0 ------------------------------------------------------------------------------- E 72.60 -3.4 -246.8 S 21. 00 -3.4 -71.4 SW W NW 9.30 18.70 9.30 -3.4 -3.4 -3.4 -31. 6 -63.6 -31. 6 SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT SGL TINT N N N N N N E E E S S SW W NW 13.0 13.0 13.0 13.0 18.7 9.3 40.2 16.2 16.2 16.2 4.8 9.3 18.7 9.3 9.6 9.6 9.6 9.6 9.6 9.6 -2.0 -2.0 -2.0 -10.2 -10.2 -9.7 -2.0 7.3 1.10 1.10 1.10 1.10 1.10 1. 20 .02 .02 .02 .77 .31 .67 -.24 1. 20 137.6 137.6 137.6 137.6 198.0 107.1 -1.3 -.5 -.5 -127.6 -15.0 -60.2 9.0 81.8 ------------------------------------------------------------------------------- .15 x CONDo FLOOR / TOTAL GLASS = ADJ. X GLASS = AREA AREA FACTOR POINTS ADJ GLASS POINTS GLASS POINTS .15 1,585.00 210.90 ------------------------------------------------------------------------------- 741.12 =============================================================================== 1.127 NON GLASS------------ \ AREA X BWPM = POINTS TYPE -717.06 R-VALUE -808.35 I AREA X WPM = POINTS ----------------------------------------------------------.--------------------- WALLS---------------- Ext 923.5 1.1 1015.9 Ext Wood Frame 11.0 923.5 2.00 1847.( Adj 266.2 1.8 479.2 Adj Wood Frame 11.0 266.2 1. 80 479. ~ DOORS---------------- Ext 20.0 5.1 102.0 Ext Insulated 20.0 5.10 102. { Adj 17.8 4.0 71.2 Adj Wood 17.8 5.90 105. I CEILINGS------------- UA 1585.0 .6 951. 0 Under Attic 22.0 1585.0 .90 1426. FLOORS--------------- Slb 179.8 -1.9 -341. 6 Slab-an-Grade .0 179.8 2.50 449, INFILTRATION--------- 1585.0 4.1 6498.5 Practice #2 1585.0 4.10 6498, TOTAL WINTER POINTS \ 7,967.74 =============================================================================~ 11,648.f TOTAL X WIN PTS SYSTEM = MULT ============================================================================== HEATING \ TOTAL POINTS COMPON X CAP X DUCT X SYSTEM X CREDIT = HEATIl RATIO MULT MULT MULT POINT~ ---------------------------------------------------------.--------------------. 7,967.741.10 8,764.51 I 11,648.80 1.00 1.100 .515 1. 000 6,599. ' ============================================================================= *w***************************************************************************** . . . WATER HEATING ******************************************************************************* . === BASE === === AS-BUIL'I' === ----------------------------------------------------------.--------------------- ----------------------------------------------------------.--------------------- 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 40 .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 POINT~ ------------------------------------------------------------------------------- 12316.3 8764.5 7054.0 28,134.79 I 10658.0 6599..0 7054.0 24,311.0, =============================================================================== ***************** * EPI = 86.41 * ***************** 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== 86.4 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 \------x--------------\ Floor R-Value......... 0.0 R-10 R-30 \____________x--------\ R-O R-7 \____________________X\ R-O R-19 \X--------------------\ INSULATION. . . . . . . . . . . . . . . . . . ceiling R-Value......... 22.0 Wall R-Value.. ....... 11.0 EER. . . . . . . . . . . . . . . . . . . . . . . 9 . 7 9.7 EER 16.0 \X--------------------\ AIR CONDITIONER............. Electric HSPF............ 6.6 6.8 HSPF 12.0 \X--------------------\ HEATING SySTEM.............. Solar EF. . . . . . . . . . . . . . 0.88 0.96 \X--------------------\ 0.54 0.90 \---------------------\ 0.40 0.80 \---------------------\ WATER HEATER... . . . . . . . . . . . . . Electric EF.............. 0.88 Gas EF.............. 0.00 OTHER FEATURES.............. ..... ....................... I certify that these energy saving features required for the Florida Energy Code have been installed in th~ ~ Builder . / Address:~ ,50 \,,)rDGC<.Y;0P signat . , ' - - > CitY/ZiP7~~J6.. Florida Energy de for Building construction - 1993 Florida Department of Community Affairs - DateJ+rJ~ FL-EPL CAF 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= 86.4 o 10 20 30 40 50 60 70 80 90 100 \__________________________________x______\ The maximum allowable EPI is 100. The lower the EPI the more efficient the horn RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficienc WINDOWS..................... single Tint SINGL CLR DBL TINT \------x--------------\ INSULATION. . . . . . . . . . . . . . . . . . Floor R-Value......... 0.0 R-10 R-30 I------------x--------\ R-O R-7 \____________________x\ R-O R-19 \x--------------------! Ceiling R-Value......... 22.0 Wall R-Value.. ....... 11.0 AIR CONDITIONER............. EER. . . . . . . . . . . . . . . . . . . . . . . 9 . 7 9.7 EER 16.0 \x--------------------\ HEATING SySTEM.............. Electric HSPF............ 6.6 6.8 HSPF 12.0 \x--------------------\ WATER HEATER. . . . . . . . . . . . . . . . So 1 ar EF . . . . . . . . . . . . . . 0.88 0.96 \X--------------------! 0.54 0.90 \---------------------\ 0.40 0.80 \---------------------\ Electric EF.............. 0.88 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:bl>-+~2) -lJ-.~~~~~~~~~7 Date;}M~ citY/Zi;2--k\ Q/---. . Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CAJ APPLICATION FOR PERl-lIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT APPLICANT ~ t-J$\.N CO 1$5; -\-e..\AC ~L D N ADDRESS 513~S ~ i e. SLf LUes -C ~ OWNER -keo<...::::J ~ '?i ('I\~~ ) ~ 3'3.... c..o e!.wPrn .- I JOB LOCATION~-\ 60 \~~o('~~O<:..i~ 1/ LOT SIZE~l13 AREA SQ.FT.5P)5'1 LEGAL DESCRIPTION: LOT (S ~5 0 BLOC~OmUBDIVIS ION 0 \ L D PARCEL I.D. if 10- Z. ~ - d.... \ ~ 0 \ 'Z.D - OODDO--O 500 ~ I\) <::.- . PHONESl ~.. -;7'3;2- ot:r2-'5' WORK PROPOSED:~New Construction ____Addition ____Alteration ____Repair ____Install ____Sign/Temp. PROPOSED USE: ~Single Family ____Sign _Move ____Demol is!. ____M/F ____IF of Uni ts .____1'1/ H , ____Commercial ____Indus t , ____Swim, Pool Other ~. I ____Restaurant & Health Department Approval BUILDING SIZE-: -38 X~, .' ~O(o 0 Square Feet, ?S"( 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,H **COPY OF CONTRACT REQUIRED. ~UILDING LELECTRICAL / 'If' ~CHANICAL PLl~BING PF.RMJTS RF.OUF.STF.D $ 51 J i)oo , XD $ / ex:.~ Valuation of Total Construction AMP Service Florida Power Corp. ~.R.E.C, Valuation of Mechanical Installation GAS ROOFING ~Frame ____Steel Other -V 1):/<( b()/~ SPECIALTY TYPE OF CONSTRUCTION: ____Block FINISHED FLOOR ELEVATIONS: FT. ****************************************** Signature Company State Cert. or Regisc. # City License Registration ~ ****************************************** Company &IJLhV J ~l(le5 ~!t;1bll/(J State Cert, or Reiist. ,I / __/= 0 --~5 City License Registration 'F J '?~ . ******************~******************* (l\ ~ R-+-:~ ~~tt~c .;;r7( Si!!nature MECHANICAL Company BA~tt s c; kS f Al~ , /1;. , "'" - t2 _ 17 . State Cert. or Regis t. I,t CA~l"'>4 3~q.p:> ~ ~ City License Registration 'I Ie. ****************************************** Signature ? OTHFR, Company State Cert, or Regist, U City License Registration # Signature APPLICATION APPROVED BY PER~IIT OFFICER. o CITY OF ZEP.H~RHILtS BUILDING DEPJ\RTHENT OWNER -.D.. Y f\I\ ft- N Co (\)'s'-+-{2 \A C:~\ o A,) JOB LOCATION 3l 34{ 0 - (} (') t7 t-.') (.,,1.."") A \ \ . \0' z~""'2 \,..O\'-O-OOOOO~ 0S-0(.) PARCEL I. D, It -- - - SHOW ALL EXISTING & PROPOSED STRUCTURES GIVING DIMENSIONS & SETBACKS. ~3' 1 I 15.~~ 35 51 20 ; . i Ne v.J K e'"'~ I t.:J(" t..Jcf I \ ? 20&> Co 58 "' ,.- - ~ / 20 FRONT PROPERTY LINE I V . / UTILITY BUILDINGS MUST SHOW SIZE & FOUNDATION INFOR- MATION. 0,3.69 {o3..00 STREET CO (L /\.,}W--'\l (........ D 12. . (NOTE EXAMPLES 1 & 2) 1. SETBACKS FOR Rl, R2 ZONING 60 r_ 10' P E- R X 0 I \ 10 I P S 10' 0 T S I E N D G 20' 1 0' FRONT PROPERTY LINE 2, SETBACKS FOR R3 ZONING 60' 10' 10' EXISTING 10' PROPOSED 20'SGL FAM 30'DUPLEX 1 0' FRONT PROPERTY LINE .' , Wedgewood Manor (2066) WIND LOAD ANALYSIS for: Ryman Construction by: Catalano Engineering, Inc. 4/1 0/94 Page 1 .'. . I.) Location: Pasco County, Florida Wedgewood Manor (2066) II.) Design wind velocity: 100 (mph) III.) Construction: I-story Fiberglass shingles 1/2" CD plywood roof sheathing Wood trusses Hip Roof* (excl. garage) Wood frame Slab on Grade, (4") Stem wall footing * Ceiling diaphragm not required IV.) Geometry Height of ridge (ft.): 16.0 Mean roof Height = 12.0 ft Height of eave (ft.): 8.0 Building Length (ft): 58.0 Building Width (ft.): 38.0 Roof pitch ("per ft. hz. 5.0 Roof overhang (ft): 1.0 Longitudinal exposure 944.0 sf Transverse exposure = 472 sf Plan area under roof = 2066 sf Rectangular Page 2 .' .. . Y.) Horizontal pressure: P = Pv(GCp)(I) Wedgewood Manor (2066) Use Factor ( I ) = 1.0 Velocity Pressure (Pv) : Pressure coefficient (GCp) : Transverse pressure (Ph) : Longitudinal pressure (PI) : Therefore ; Height (ft) Pv (pst) 0-15 21.0 20 23.0 40 28.0 60 31.0 2........< Trarisverse Parallel Location <L.one . .... 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 "Transverse pressure governs horizontal design" Page 3 (j yl/1ti ~ .' '. 'VI.) Uplift pressure (U): Pressure coefficient (GCp) : Transverse pressure (Ph) : Longitudinal pressure (PI) : Therefore ; U=Pv(GCp)(I) Wedgewood Manor (2066) ::::::t:::Zone:':::t::::: ............................ . ::::Iatiua:::::::j, ::::tuiCiUQU }f.t.~t~ ............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................ . . .... .................... ....... ........ ..... -..... 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 "Longitudinal pressure governs uplift design" Page 4 . , VII.) Net Uplift Wedgewood Manor (2066) Roof Deadloads: (SBC Appendix A) Element .... Description . ........ ... Weight(pst) Covering Fiberglass Shingles 2.0 Sheathing 1/2" CD Plywood 1.6 Framing Wood Trusses @ 24" o.c. 6.0 Ceiling 1/2" Gypsum 2.2 Total Roof Load = 11.8 psf Height(ft) Uplift Pressure(pst) Roof Load (pst) Net Uplift (pst) 0-15 -21.0 11.8 -9.2 15-20 -23.0 11.8 -11.2 20-40 -28.0 11.8 -16.2 40-60 -31.0 11.8 -19.2 VIII.) Hold-down at truss connection: Maximum truss length 40 (ft), Assumes Building Width + 2 x overhang Truss spacing (ft) = 2 ft Height (ft) 0-15 15-20 20-40 40-60 ontributing area (sf 80.0 80.0 80.0 80.0 . (Ibs) ** Specify hold-down accordingly, FS 'built in' to Mfr's tables. Page 5 .' '. . . 'IX.) Overall Moment Stability (Overturning): Wedgewood Manor (2066) Resisting Moment: W(I) Dead loads above slab: Roof area: Dead Weight: T otal Weight = Exterior Walls: Wall height: Unit weight: 2066.0 sf 11.8 psf 24378.8 lbs (Neglect overhang; conservative) 24378.8 155.3 If 8.0 ft 11.0 psf( SBC Appendix A) Total Weight = 13669.0 lbs Interior Walls: Wall height: Unit weight: T otal Weight = Total Resisting Dead Load (W) : Dead Load Moment Arm ( I ) : Resisting Moment (RM) = Overturning Moment: U rft 13669.0 127.5 If 8.0 ft 8.0 psf( SBC Appendix A) 8162.61bs 8162.6 46210.4 lbs Total Resisting Dead Load = 46210.4 lbs 19 ft, Width / 2 878.0 ft-kips U(I) + P(h) 'pH ..... Height: 0-15 15-20 20-40 40-60 Roof area: 2066.0 2066.0 2066.0 2066.0 Gross Uplift : -21.0 -23.0 -28.0 -31.0 Total Uplift (U) = -43386.0 -47518.0 -57848.0 -64046.0 Moment Arm (I) : 19.0 19.0 19.0 19.0 Uplift Moment = -824.3 -902.8 -1099.1 -1216.9 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 1.0 -4.0 -24.0 Total hz. Pressure = 472.5 34.5 0.0 0.0 Moment Arm (I) : 7.5 15.5 18.0 28.0 Unit Pres. Moment= 3.5 0.5 0.0 0.0 Hz. Pres. Moment = 205.5 31.0 0.0 0.0 sf ~snf ql~ !,q ft-kipsllf ft-kips (x bldg. Page 6 . , Wedgewood Manor (2066) Height: 0-15 15-20 20-40 40-60 Resisting Moment: 878.0 878.0 878.0 878.0 x 2/3 = 585.3 585.3 585.3 585.3 Uplift Moment : -824.3 -902.8 -1099.1 -1216.9 Hz. Pres. Moment : -205.5 -31.0 0.0 0.0 Overturning Mmt. = -1029.9 -933.9 -1099.1 -1216.9 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 ) = 3997 1470 5819 8918 ** Specify tie-down accordingly, FS 'built in' to Mfr's tables. Page 7 lbs . x.) Shear: .' Wedgewood Manor (2066) 40-60 0.0 Total 381.0 pvlf 15-20 34.5 20-40 0.0 0.0 11049.0 lbs Total shear transferred to sidewall = 11049.0 lbs Unit Shear: v=R/b Unit Shear (v) =1 264.41 26.31 0.01 0.01 290.81plf Unit Shear at Midheight walls (v'): (Design case) Total width of openings at mid-height wall : 10.2 ft Length of wall available to resist shear = 27.8 ft 35.91 0.01 0.01 396.91plf 1 Unit Shear @ Midheight (v' ) =1 360.91 Select structural element to resist v' from SBC tables ie. 1710.2B Shear capacity of structural element: 770 plf (Masonry, Fv=35psi x 2(1.25si x 12")/ft =1050 pIt) Required length of transverse shearwall =~ft Required length if non-continuous = ~ ft Longitudinal shear: Height: 0-15 15-20 20-40 . 40-60 Total Pressure: 25.2 27.6 33.6 37.2 Contributing Height: 11.0 1.0 -4.0 -24.0 Unit Hz. Pressure = 277.2 27.6 0.0 0.0 Reaction (R) = 5266.8 524.4 0.0 0.0 5791.2 Unit shear (v=R/I) = 90.8 9.0 0.0 0.0 99.8 Tot. opngs. @ mid ht 10.8 10.8 10.8 10.8 10.8 Unit Shear ( v') = 111.7 11.1 0.0 0.0 122.8 lbs plf ft plf Required length of longitudinal shearwall =~ft Required length if non-continuous = DD ft Page 8 < . , . , XI.) Summary: Wedgewood Manor (2066) Describe the following: 1.) Truss fasteners. Uplift per Truss = -368.0 lbs Hughes HeS with 8 - 8d x 1-1/2" nail fasteners, ea. truss connection, (520 Ibs. cap. ea.) 2.) Hold-Downs at 2nd floor. IN/A 3.) Hold-Downs at foundation. Hold-Down required = 3996.7 lbs I Simpson LTT20 with 1/2" A.B. in found., 10-16d nails stud, (1750 lb. cap ea.) 4.) Shearwall element. Wood Frame: Panel Grade Thickness Nail size Edge Spacing Plywood Siding (Transv.) 1/2 " 10d 2" Plywood Siding (Longit.) 1/2 " 10d 6" Masonry: N/A Type CMU Wall thickness Rake Joints? Filled Cell Spacing 5.) Other: Page 9 ." 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 = 368.0 lbs. 4 . Factor of safety against overturning = 1.5 5. Maximum unit shear at roof/ceiling diaphragm = 290.8 plf. 6. Maximum unit wall shear at midheight wall = 396.9 plf. 7. She arwall s- front and rear elevations, fasten sheathing wi 10d nails @ 2" o.c edges, 6" 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. PASCO COUNTY, FLORIDA Permit No. 'I / ~ 7 A Date Permitted J - /''- Y' Y Builder Name/Owner Name ~r dA-{ ~- County Parcel No. / () -rJ6 - - 0 / :l 0 - 0 cJ a c:J 0 - oScJ Q Location ..37 <"? "/ /:, ~~'-et4 Subd. Classification/Type of use~ A..L ~.Ja../ TRANSPORTATION IMPACT FEE CALCULATION EXEMPT D Rate $ Zone No. Sq. Ft./U nit Impact Fee Amount Prepared By The above impact fee has established pursuan Pasco County Transportation Impact Ordinance as adopted by the Board of Co Commissioners. This amount is payab e lOR to the issuance of a Certificate of Occupancy or authority to" 1 ize the permitted structure. RESOURCE RECOVERY ASSESSMENT EXEMPT D 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) TOTAL FEE $ , a . Co I Assessment - (GSF) x (ERU) X (0.1315) x (No. Days) 100 TOT AL 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 CERTIFlCATE 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. Nf1...~ -..... ~ RESOURCE RECOVERY REC. ~ S/~ DATE ff1 ~ ~ DATE'130 q - 'Je4 White Applicant Canary Trans/Finance Canary RR/Finance Pink Office Green Bldgllnsp "'al:ce . 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 ISSUE OFFICE: D RYMAN RECEIPT NUMBR: 00225753 OFFICE: DADE CITY FL 342480000 FOR: CHECK # 6002 RESOURCE FEE ON PERMIT 4147B ZEPHYRHILLS FL CONTRACTOR: 001690 TOTAL AMOUNT: ACCNT COMPNY ACCOUNT CENTER 114 B450 - 363000 - 2 12.61 AMOUNT DESCRIPTION/PERMT DATA DR/CR 12.61 ****** SOLID WASTE FEE 60 RECEIVED BY _