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Home My WebLink About95-5204 . , . BUILDING PERMit . CITY OF ZEPHYRHILLS Permit N! (813) 788-6611 :~52(jtA BUILDING ?:2. tTD ELECTRICAL Date r-~3 -t~- --.S6~ J?J ~ 0, crv PLUMBING d-.!:.'~ e-'(J MECHANICAL Sewer Conn / d( }7 Y tro Water Conn: 3 oS '[; . dt) Water Meter: / 6S::- tJC> r T.I.F.'s: ~B-O. o-D 1:;-Iy-2!> ~,rL~ C/J ~ ~ Property Owner::A-vL , Job Address: ,..5 "- .:J.. (j 2-- ~ ~ Ail /t . ParceII.D.# /d~;;(t ..~/- O/CJO- lJdCJOO- CJI/.O Zon;ng Ene,g':L' q GO'O ~ ~ De,cnpt;on of Wo", '77, a... > - ,-6 '- ~ '.'. ... '" ,- NO OCCUPANCY BEFORE C.O. FINAL Complete Plans, Specifications and Fee Must Accompany Application, All work shall be performed in accordance with City Codes and Ordinances. c.o. -,-' I=_~ ffi:,,,, ", . . .... ~- Valuation or Contract Price -" ..- ~'iC=illi[lJ ~ t., ""_.. .~, "'. .J_=_.J .", rye. ..3" 6 . t/o , Inspector City License Registration # State Certified License# ~- Permit Fee ~~' ~l:) Signature _ _.~.~. Company Address Telephone# ) ~K1A1UPM 1kJ- BUILDING /11t1d~ .;2 '7/ ELECTRICAL C~f/~/SJ- AdJ../~~/#L , PLUMBING MECHANICAL r -If-- 'f S 1Ji-t.. Breakers LL-oucts Insl. /O'2-~,-S ') ~~ I '-I- Compressor 'tJ8 Final Ftr. Tp. Servo ~ SLB Pre SL . Rough In ' 10 'J-~ .Cj )' Tub Set Lintel Meter Can'tf'::2 ?-f:.5 Water -1- FRM. /0 r 2-lf '(.1-) Const. Pole ~ ~o-f.j5C~ Sewer 10 -".... q 5 InsuJ. CL Pool Final WL Lc-ll.f,f}") hiLL- Pre-Meter 12-',.'7,] U , . ,", ...1. Final Driveway I (- l/--'t, ~t'9- F<-~ 5crr.d- ~"31 ~q ~ f)o8 0ttM-rli,,~t:: 10 .fO ~ ') 1)1'..... 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. Wrong Address V~ ~-1-1r~,/ ~c:lS-9~ b. Condemned work resulting from faulty construction. /J y __ c. Repairs or corrections not made when inspection called. p- cf /:2 - / '1- ..s 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. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. &.>iu)I~& EwiL11l. \(.., itu~ .... -"'-"'~-'.-'''~-'' ~~,,^frrJ. ~T:' 5e2..1 ~UW\lhkHt.L De. 0" ..". ..... .... ,."..... :p., .'7"'........ ,.. Vf\Wt\Tit'N:: 7D,3bto~t~ 5"(03 i '5 C 0(> 1 z., -- 35: ".; X I, lq~. .::. , 6(,,~ L.:-.~"It\16- /1 tV K ~ 76. ~';) 61. f~ on.tlUL fd). o~ 1l\~"t\Nll(U..... ~~ <)~ 5vB'l<> "f7t L- Cf<ti.i) IT -So,:' 0 (o"1I\-L- I\A-UW ~ C,t./7t.J ~, 24~ 74- .s&",~ Wtl-T~" M6:lIA 1(; Tn L UrJN[.Ql~ F~s I 2... 1~ <:/J I _ 350.0''> Ib5.""o , 1,"Yi3.i:O " .... - ""'~' .. _. ..... _. ..... .... '" .. ... '.". '-... - -.. ....--..-........,... . . . ..... "-.-.. .....4........... f .... ., .... . '. ~ .. .. '., .... ....- ... .. . .l~6Poa:rft11tW tMWtLT Fii.J;.s CJ iJ"r'Z-D qtj 10 = 1,"11&.:..). .. h .. .. .. ....._.._....._...... _...." . .....-. ..... ........ .......-,........--... , ' "' ,.. 0_0...._ ...... . _. ..._._......_......... 1 I.. , . /'" "S b " rIb ~ ~ t/'1u, ~"" ""'- .. .. ........-.. ..'.........-.........-----.. . ........--.............-.......... -'---.. . . . n. '. .... .. "_...,.. .._.,...........~......_....... ~. - ..-.. ..... .. - .~......... ." ..... ..... ... ." '. .. .......... "_' ..n_ _._. _...,...... .... . ... ............-. .... .---.-. ... APPLICATION FOR PERI-lIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT ? IF f#50~i:-- ~ -Jf{~9~ APPLICANT R M'A:N Co I\JS' ~u, C+. () to ADDRESS ~ ,'?:> ~S ~,R ~)L\. \..\~.. Zc::..rhyrz. \'11 I PHONE If32. - () 2:'J.~ OWNER BRu<:,; ~-S'^-\'C e ~1~ JOB LOCATION\:-",i"1J SO~( ~jf!4J,i SIZefrL~ \0'1 AREA SQ,FT,g((){) LEGAL DESCRIPTION: LOT(S)-1.1 BLOCK SUBDIVISION "SlAo\fY)e.1L\,'; l\ PARCEL I. D. i.' \ ~~,og.lo- ~ \.. 0 \DD - OOOCX:''\ - O,\C) WORK PROPOSED: ~New Construction ____Addition ____Alteration ____Repair ____Install ____Sign/Temp. PROPOSED USE: ~Single Family ____Sign _Move ____Demol is!: ____M/F ____u of Units ,____M / H " ____Commercial ____Indust. ____Swim, Pool Other oj ; ____Restaurant & Health Department Approval BUILDING SIZE: S ~ X~, \ 't']'\6' b, \)0\''\:5 . Square Fee t. 6' He igll: RESIDENTIAL: COMI'1ERCIAL : ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FOR.'1S,', ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FOR~IS,1'* **COPY OF CONTRACT REQUIRED. PERMTTS REOUESTED BUILDING $ 6&,100 de,e) AMP Service $ Ztob{) Valuation of Total Construction ELECTRICAL Florida Power Corp, _\-i.R,E.C. ~". _~ECHANICAL Valuation of Mechanical Installation _PLl'?'1BING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: Y Block FINISHED FLOOR ELEVATIONS: 55' ____Frame ____Steel Other FT, ****************************************** CONTRACTOR G k I M ,A., . , _ \) N.,S- ' 1V',.c4-\ ()-" 1 '("' .. BUI LDF:R Company 'T' "-' ~ ~e. ,\~ c- ) State Cert. or Regist. If C~C 03S1 ~ Signatu~~_ ~~~ City License Registration if e>5 .***************************************** ' F:! F:CTRTCT AN Si~nature~~ Company MA\(..4-~ V h \-e~l'~ ~ ~ 0 State Cert. or Regist. if "'. \J,-,,-,~~->-- City License Registration IF ;)..-1 \ ****************************~************* Signature .e,,{ L') compan~ Col b ~ 'SAY Nc:S ~?I '^tn ~~N-S ~ State Cert, or egist. ,; K'~OD""'4;!' 4/ tv/v---<"-') City License Registration;fr .\S5' , *;;l * * * ** * **** *** * 'II: * * *;it * 'i, * >I- * * * * * *,~ * i, ,', *,~ t, ,', ,', Company BA 'h~ <.. GA'~ i' -A I~, 0. ,: ~ ~ J~ State Cert, or Regist, II -9 - 0.:3 'J48. tlA...-,) '- City License Registration 'F 78 ****************************************** PL L'/'olR F:R MECHANICAl Signature OTHFR Signature'~ ~~~ Company ~ U IVI~.0 <e OO~4 /\/--=) - . State Cert. br Regist. iF l=\t!.... 60<P/lc'-f'i< City License Registration if .5~ , r '..J ****************************************** APPLICATION APPROVED BY PER~IIT OFFICER, LUNlJl'1' 1 UN::> U1' PERMIT AFFIDAVIT A.. ~_ OF DEED RESTRICTIONS Tbe undersigned understands that this perJit aay be subject to 'deed restrictions" wbich lay be lOre restrictive tban City regulations. The undersigned assUles responsibility for cOlpliance with any applicab~~ deed restrictions. B. UNLICENSEP CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner bas hired a contractor or contractors to undertake work, tbey 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 lisdeaeanor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing requirements lay apply for the intended work, they are advised to contact the City of Zepbyrhills Building Departlent, (813) 788-6611. Furthermore, if the owner bas bired a contractor or contractors, he is advised to hav.e tbe contractor(s) sign portions of the uContractor Sectionsll of this application for which they will be responsible. If you, as the owner sign as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that lay be an indication that he is not properly licensed and is not entitled to perlitting privileges in the City of Zephyrbills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of uYlorida's Construction Lien Law - Hoaeowner's Protection Guidell p,epared by the Florida DepartJent of Agriculture and ConsUlar Affairs. If the applicant is sOleone other than the Uowner", I certify that I have obtained a copy of the above described docUlent and prolise in good faith to deliver it to the "owner" prior to couenceJent. E. CONTRACTOR'SjOWNER'S AFFIDAVIT I certify that all the infor.ation in this application is accurate and that all work will be done in compliance with all . applicable laws regulating construction, zoning, and land developlent. Application is hereby lade to obtain a per.it to do work and installation as indicated. I certify that no work or installation has COIIenced prior to issuance of a perlit and that all work will be perforJed to leet standards of all laws regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that the regulations of other governaental agencies lay apply to the intended work, and that it is .y responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not Ii.ited to: * Department of Environmental Regulation - Cypress Baybeads, Wetland Areas and EnvironJentally Sensitive Lands, Water/Wastewater TreatJent * Southwest Florida Water Manageaent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses * ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways * DepartJent of Health & Rehabilitative Services, KnvirODJental Health Unit - Wells, Wastewater TreatJent, Septic Tanxs * US Environaental Protection Agency - Asbestos abateaent I also certify that, if flll laterial is to be used in Flood Zone "AU or "A, etc. ", it is understood that a drainage plan addressing a "cOlpensating volUle" will be sublitted which is prepared by a professional engineer registered in the State of Florida prior to perlit issuance. A perlit issued sball be construed to be a license to proceed witb the Morx and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor sball issuance of a pertit prevent the Building Official frOt thereafter requiring a correction of errors in plans, construction, or violations of any code. Every perlit issued shall be cOle invalid unless the Mork authorized by such peflit is cOlleDced Mithin six IOnths of issuance, or if work authorized by the perlit is suspended or abandoned for a period of sillOnths after the tiAe the Mork is couenced. One 90 day eJtension of tae, Jay be allowed for the perlit with fee charge of $15.00, The extension sball be requested in Mriting to the Building Official. An approved inspection lust be logged during each sil IOnth period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COKHENCKKENT HAY RESULT IN YOUR PAYING TWICE FOR IMPROVKKENTS TO YOUR PROPERTY. IF YOU IKTKND TO OBTAIN FINANCING, COHSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COM~~~>~1)2'500 IN VALU! DO NOT HiED TD~UfCDMME;CiHANT" ~L \1:= .. - \,. \ / SIGIlATURE: OWNER OR ~ SIGNATURE: CONTRACtOlt-_____ STATE OF FLORIDA COUlI'1'Y OF The foregoing instrument was acknowledged before me this ,19 by STATE OF FLORIDA COUNTY OF The foregoing instrument before me this was acknowledged , 19 by whc.. ,,8 personarknown to me or who has produced as identification and who did/did not take an oath. who is personally known to me or who has produced as identification and who did/did not take an oath. (Signature) (Nam~ Typed, Printed or Stamped) NOTARY PUBLIC (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC "CITY OF ZEPHYRHILLS BUILDING DEPARTHENT OWNER BAC\c..e c\ ""S,^-\i(' ~\nR.l'S.+o~hCR.. JOB LOCATI.ON ~O-t ~ l! ~~MtV\c.-iL"i l \ ~R.(v-<:.. PARCEL I.D. # \"J..-';;).{o-'d-\- 0'00- DOOOC::>- 01 ,n SHOW ALL EXISTING & PROPOSED STRUCTURES9IVING DIHENSIONS & SETBACKS. 8'1' , o UTILITY BUILDINGS HUST SHOW SIZE & FOUNDATION INFOR- HATION. (NOTE EXAMPLES 1 & 2) 1. SETBACKS FOR R1, R2 ZONING 60'- 101 P E- R X 0 I \ 10' P S 10' 0 T S I E N 0 G 20' FRONT PROPERTY LINE 32' 109.21' NE.\..l_RES. I FRONT PROPE~TY LINE ( , , STREET ~~Ee~~S7DRIVE 2, SETBACKS FOR R3 ZONING 60 I. 1 0' 10' 101 EXISTING 10' PROPOSED 20'SGL FAN 30'DUPLEX FRONT PROPERTY LINE 1 0' I \ 1 Department of Community Affairs FLORIDA ENERGY ~FFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 ~es'dential whale Bu~lding Perfor~ance Method A PROJECT NAME: 50;}.. / )'/..:LIlJl BUILDER: RYMAN CONSTRUCTION . AND ADDRESS: \.:#1. PERMI'rT~NG, I CLIMATE v(' . . OFFICE: ZONE: 41_1 51_1 61_1 OWNER: CHRISTOPHER PERMIT. 0~OY l3 JURISDICTION NO. 6/1 bOO CK SN: 8132 CENTRAL 1. New construction or addition 2. Single family detached /pr Multifamily attached 3. If MultifamilY-N~. of ,units 4. If ~ultifamily, is this a worst case (yes/no) 5. Conditioned floQr area (sg.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 in$ulation: a. Exterior: 1. Concr~te (InsulationR-value) b. Adjacent: 2. WoOd frame (Insulation R-value) 11. Ceiling type area .~nd insulation: a. Under attic JInsulation R-value) 12.Air distributi.on systems . a. Ducts (Insulation + Location) , 13.CoOling system 14.Heating System: 1. 2. , 3. 4. 5. 1798.00" 6. 2.{)0 7. 9.00 Single Pane 8a. O.Osqft 8b. Q.Osqft New Construction Single-Family o Double Pane O.OOsqft 280. 95sqft 9a.R~ 0.00 , 205.15 ft 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 fa}l, RB-Attic radiant barrier, MZ-Multizone) 19.EPI(must not exceed 1'00- points) a. TotaIAs-~uilt pOints b. Total Base points 10a-1 R= 5.00, 1084.25sqft____ 10b-2 R=11.00, 221.70sqft____ 11a.R=22.00 , 1958.80sqft____ 12a. R~ 6.00, uncond 13. Type: Central ~/C SEER: 9.70 14. Type: Heat Pump HSPF: 6.60 15. Type: Electric EF: 0.88 16. -r--- 11. 18. 2 19. 19a. 19b. 87.99 30274.10 34407. '02 ---------------------~------~--------~-------------~-----~~--------------~----- -----~-------------------~--_._-----~-~---------------------------~------------- ,I Hereby certify that the plans and specifications covered by thiscalcu- lation are in compliance with the Florida Energy Code. PREPARED BYI~\l;,;) ~~~ DATE:~I{, I , I herepy certify tha~ this building is in compliance witn the Florida Energy Code. . ~ OWllER)A(;~ .,.. . DATE: 8 I ... ~eview of the plans anQ specifications covered by this c~lculation indtcates compliance with the Florida ~nergy Oode. Before construction is completed this building will be inspected for compliance/in accordanqe with Section 553.908 F.S. BUILDING OFFI,. CIAL:~~A~~~ 'DATE: 5< --=:L<-___ ***********************************~******************************************* SUMMER CALCULATIONS ***********************~*****************~************************************* === BASE: === I I === AS-BUILT === g~~~~-~;~-~-~;;;-:- POINTS I =========~=============~ --============~==================================~==== N 82.2 11813~0 ~~------~-~-----~----~-~~-------------~--~~----~--~---~------------------~---- TYPE SC ORIEN AREA X SPM x SOF = POINTS 144.44 E 32.38 82.2 2661.6 82.25323.3 S 64.76 W 39.37 82.2 3236.2 ~BL TINT N 16.2 43.5 .91 640.3 DBL TINT N 33.8 43.5 .79 1160.5 ) , DBL TINT lot 40.5 43.5 .69 1215.6 DBL TINT N 54.0 43..5 .69 1620.8 DB~ TINT E 16.2 87.3 .92 1298.3 DBL TINT E 16.2 87.3 .92 1298.3 DBL TINT S 16.2 78.8 .86 1095.1 ,DBL TINT S 16.2 78.8 .88 1126.9 DBL TINT S 16.2 78.8 .84 1066.6 DBL TINT S 16.2 78.8 .84 1066.6 DBL TINT W 16.2 87.3 .82 1156.8 DBL TINT W 11.6 87.3 .92 931.6 DBL TINT W 11.-6 87.3 .92 933.9 ------~-_._--------~-~~------~------------~--~--------------------------------- .15 x CONDo FLOOR / TOTAL GLASS = ADJ. X GLASS :::; AREA AREA FACTOR POINTS ADJ GLASS POINTS GLASS PO;INTS .15. 280.95 -------------------------------.--~----~------~---------------~---------------- 14,611.47 ==================~~==~=================================~=====~========~======= NON.G~~~~~~--;;;;-: POINTS I TYPE R-VALUE AREA x SPM = POINTS 1,798.00 .960 23,094.09 22,169.34 I --------------~--------~~--~----~----~--------------------------------~-------- WALLS-------~-------~ Ext 1084.3 1.0 1084.3 Ext NormWtBlock In 5.0 1084.3 1.00 1084.3 Adj 221.7 .7 155.2 Adj Wood Frame 11.0 221. 7 .70 155.2 DOORS--------------__ Ext 20.0 ,4.8 96.0 Ext Insulated 20.0 4.80 96.0 Adj 34.3 1.6 54.9 Adj Insulated 17.6 1.60 28.2 Ad' Wood 16.7 2.40 40.1 ' ) CEILrNGS------------~ UA 1798.0 .6 1078.8 Under Attic 22.0 190.0 .90 171.0 Under Attic 22.0 1768.8 .90 1591.9 FLOORS---------_--___ SIb 205.1 -31.8 -6523.8 Slab-on-Grade .0 205.1 -31.90 -6544.3 INFIL+RATION--------- 1798.0 10.9 19598.2 Practice #2 1798.0 10.90 19598.2 ====~========~================~==~===========~===~~============================ TOTAL SUMMER POINTS . I 37,712.89 30,831.99 =====~============~==============================~===========~=============== TOTAL. x SYSTEM = COOLING 'I '1'OTAL x CAP x DtJC~ x SYSTEM "X CREDIT ;::: COOLING SOM PTS MULT POINTS tOMPON RA'1'IO MOLT MOLT- MULT POINTS 37,712.89 .37 ---~-------------------.-----------------~--~-------~---~-----~---------------- 1.000 11,938.15 13,953.77 I 30,831.99 1.00 1.100 .352 ==~==============================~======================================~====== ******************************************************************************* WI~TER CALCULATIONS ************~******'************************************************************ === BASE === I === AS-BUILT === g~;--~;~-~-;;;;-:- ~OINTS I ==============~~======~======~=========~========~=======================~====== TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------~------------------~--------------------------~----~--- N 144.44 -3.4 -491.1 DBL TINT N 16~2 6,.1 1.07 105.8 OBL TINT N 33.8 ' 6.1 1.18 ~42.8 " DBL TINT N 40.5 6.1 1.28 316.2 DBL TINT N 54.0 6.1 1.28 421.6 E 32.38 --3.4 -110.1 OBI. TINT E ,16.2 -3..6 .82 -47.6 DBL TINT E 16.2 -3.6 .82 -47.6 S 64.76 -3.4 -22Q.2 DBL TINT S ,16.2 -11. 0 .93 -166~'() DBL TINT S --16.2 -11. 0 .95 -168.6 DBL TINT S 16.2 -11..Q .92 -163.2 paL TINT S 16.2 -11.0 .92 -163.2 W 39.37 -3.4 -1,.33.9 J;>BL TINT W 16.2 -3.6 .59 -34.3 DBL TINT W 11.6 -3.6 .82 -34.3 DBL TINT W ll.6 -3.6 .83 -34.5 --------------------------~----~-----------~--~--~-------~----'----------------- .15 x CONDo FLOOR / TOTAL GUSS = ADJ.. 'x GLASS = AREA AREA FACTOR POINTS ADJ GLASS POINTS GLASS POINTS ---------------------~-------------~-----------------------~------------------- .15. 1,798.00 280.95 .960 -955.23 -916.98 I 227.33 ===~7============:=======================~========--====~=====================~= NON GLASS--------____ . I AREA x BWPM' = POINTS TYPE R-VALUE AREA x WPM = POINTS ----~---------~--~~_._--~------~------------_._-~--~----~---------------------- WALLS------------____ Ext 1084.3 1.11.192.7 Adj 221.7 1.8 399.1 DOORS-----------~____ Ext 20.0 5.1 102.0 Adj 34.3 4.0 137.2 Ext NormWtBlock In 5.0 1084.3 Adj Wood Frame 11.0 221.7 2.90 1.80 3144.3 399.1 Ext Insulated, Adj Insulated Adj Wood 20.0 5.10 102.0 17.6 4.0(} 70.4 16.7 5.90 98.5 22.0 190.0 .90 171.0 22.0 1768.8 .90 1591.9 .0 205.1 2.50 512.9 1798.0 4.10 7371.8 CEILINGS--~-----_____ UA 1798.0 .6 1078.8 Under Attic Under Attic FLOORS-----------_--_ SIb 205.1 -1.9 -389.8 Slab-on-Grade INFILTRATION------___ 1798.0 4.1 7371.8 Practice #2 ;===============~==~=~~================~===r==========~====~===============~=== TOTAL WINTER POINTS I 8,974.77 13,689.24 =================1:1==_______................................................1& TOTAL x SYSTEM = HEATINGf TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MOLT ~OINTS COMPON RATIO MOLT MUtT MOLT POINTS ----------------~---~-----~---~------------------~---~~----------~---------~--- 8,974\.771.10 9,872.25, I 13,689.-24 1.00' 1.100 .515 1.000 7,754.96 , , ============================================~================================== **************************~******************************~********************* WATER HEATING ******************************************************************************* === BASE~"'; 'I . '== AS~BUILT == =========~========~============================~====~--================~===== NOM OF x MOLT = TOTAL I TANK VOLUME EF TANK x' MOLT x CREDIT = TOTAL BEDRMS RA~IO MOLT -------------~------------~----.----~-----------~----~~---------~----~--~----~- 3 3527.0 10(581.00 I 40.88 1.0QO 3527.0 1.00 10,581.00 =====~=======~======================~========================================== ******************************************************************************* \ SUMMARY *********************************************~********************************* ==:::;: BASE === I =::::= AS-:-BUILT ::::== ======================~=================================~====================== COOLING HEATING HOT WATER ,TOTAL' I COOL I, NG HEATING HOT WATER TOTAL POINTS + POINTS +'POIN'l;'S = POINTS POIN~S + POINTS + POINTS = POINTS ------------~-----------~---~--~-~--------~-,----~-~--~----------------~----~--- 13953.8 9872.2 10581~0 34,407.02 I 11918.1 7755.0 10581.0 30,274.10 =================================~=============================::::======::::==:::;:::::==== ***************** * EPI = e7.99 * ***************** For detailed information of the BPI rating nuMber or for any ITEM listed, ask your Builder for DCA Form 600A-93 or Form 600B-93 ENERGY GUIDE EPlr= 88.0 o 10, 20 30 40 50 60 '70 80 90 100 I-------------~---------~-----------x-----I The maximum allow~ble EPI is 100. The low~r 11be EPI the more efficient the home RESIDENTrAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE LoW Efficiency High Efficiency, WINDOWS..................... Double Tint SINGL CLR DBL TINT I--------------------xl INSULATION. . . .. . . . . . . . . . . . . . . Ceiling Wall R-Value...~..... 22.0 R-10 R-30 j------------x--------I R-O R-7 I--------------x------I R-O - R-19 Ix--------------------I R-Value. . . . . . . ..~ 5! 0 Floor R-Value......~.. 0.0 'AIR ~ONDITIONER............. SEER. . . . . . ., . . . . . ~ . . . . . . . . . 9'. 7 10.0 SBER 17.0 /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 /x~-----------------~_I 0.54 0.90 /---------------------1 0.40 0.80 /---------------------1 Gas ~F.............. 0.00 Solar EF.......~...... OTHER FEATURES.............. . . . . . . . . . . . . . . . . . ,e . . . . . . . . . . Florida Dau:1Lsjf~ City/Zip - 1993 FL-EPL CARD93 Christopher Residence WIND LOAD ANALYSIS for: Ryman Construction by: Catalano Engineering, Inc. 8/1/95 Page 1 f/ es Catalano, P. E. 8/1/95 1.) Location: Pasco County, Florida II.) Design wind velocity: 100 (mph) III.) Construction: I-story 1/2 Hip roof Fiberglass shingles 1/2" CDX sheathing Wood trusses Masonry construction Slab on Grade, (4") StemwaIl footing IV,) Geometry Height of ridge (ft.): 18.0 Mean roof Height = 13.0 ft Height of eave (ft.): 8.0 Building Length (ft): 53.3 Building Width (ft.): 57.3 Roof pitch ("per ft. hz.): 6.0 Roof overhang (ft): 2.0 Longitudinal exposure = 999.9 sf Transverse exposure = 765.3 sf Plan area under roof = 2474 sf Page 2 Christopher Residence Catalano, P. E. 8/1/95 '. V.) Horizontal pressure: P = Pv( GCp )(1) Christopher Residence Use Factor ( I) = 1.0 Velocity Pressure (Pv) : Height (ft) Pv (pst) 0-15 21.0 20 23.0 40 28.0 60 31.0 Pressure coefficient (GCp) : 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 EndwalI Transverse pressure (Ph) : Longitudinal pressure (PI) : 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 Page 3 LV Therefore; "Transverse pressure governs horizontal design" es Catalano, P. E. 8/1195 VI.) Uplift pressure (U): Pressure coefficient (GCp) : Transverse pressure (Ph) : Longitudinal pressure (PI) : Therefore ; U=Pv(GCp)(I) Christopher Residence :);fmY~~~3f~U~l::,: Location', 1 0.80 N/A Sidewall 2 -0.75 -1.00 Roof 3 4 5 -0.75 -0.70 N/A -0.65 N/A 0.65 6 N/A -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 "Longitudinal pressure governs uplift design" Page 4 Roof Sidewall Endwall Endwall VII.) Net Uplift Christopher Residence 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" SR 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 = 42.0 ft Truss spacing (ft) = 2 ft Height (ft) Contrib. area (st) Net Uplift (pst) "''''Uplift per brg. (Ibs) 0-15 84.0 -9.2 -386.4 15-20 84.0 -11.2 -470.4 20-40 84.0 -16.2 -680.4 40-60 84.0 -19.2 -806.4 Page 5 tP ** Specify hold-down accordingly, FS 'built in' to Mfr's tables. s Catalano, P. E. 8/ l/95 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 : Christopher Residence W(I) 2474.0 sf 11.8 psf 29193.2 lbs (Neglect overhang; conservative) 29193.2 221.3 If 8.0 ft 50.0 psf ( SBC Appendix A) 88528.0 Ibs 88528.0 180.0 If 8.0 ft 8.0 psf( SBC Appendix A) 11520.0 Ibs 11520.0 129241.2 Ibs Total Resisting Dead Load = 129241.2 Ibs 28.665 ft, Width / 2 3704.7 ft-kips U(I) + P(h) Height: 0-15 15-20 20-40 40-60 Roof area: 2474.0 0.0 0.0 0.0 Gross Uplift : -21.0 -23.0 -28.0 -31.0 Total Uplift (U) = -51954.0 0.0 0.0 0.0 Moment Arm (I) : 28.7 28.7 28.7 28.7 Uplift Moment = -1489.3 0.0 0.0 0.0 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: 15.0 3.0 -2.0 --22.0 Total hz. Pressure = 472.5 103.5 0.0 0.0 Moment Arm (1) : 7.5 16.5 19.0 29.0 Unit Pres. Moment= 3.5 1.7 0.0 0.0 Hz. Pres. Moment = 189.0 91.1 0.0 0.0 Page 6 ldg. Igt.) Christopher Residence Height: 0-15 15-20 20-40 40-60 Total Resisting Moment: 3704.7 3704.7 3704.7 3704.7 3704.7 x 2/3 = 2469.8 2469.8 2469.8 2469.8 2469.8 Uplift Moment: -1489.3 0.0 0.0 0.0 -1489.3 Hz. Pres. Moment : -189.0 -91.1 0.0 0.0 -280.1 Overturning Mmt. = -1678.2 -91.1 0.0 0.0 -1769.3 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) I b = I 0 Ilbs ** 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. Rear Grdr 360.0 13.0 -9.2 -1656.0 13.0 -9.2 0.0 13.0 -9.2 0.0 2.) Other configurations ie. three (3) point brg. Modeled as a simply supported beam each direction at intermediate support (conservative) Girder Span 1 Span 2 Height (ft) Net Uniform load Max. Uplift Mark (ft) (ft) (Mn. roof) Uplift. (pst) on Truss (pIt) Reaction (Ibs) Lanai 30.0 11.0 13.0 -9.2 -18.4 -377.2 13.0 -9.2 -18.4 0.0 Page 7 XI.) Shear: Christopher Residence Load to ceiling/roof diaphragm: Height: 0-15 15-20 20-40 40-60 Total Total hz. Pressure = 346.5 103.5 0.0 0.0 450.0 pvlf 00 11999.3 lbs Total shear transferred to sidewall = 11999.3 Ibs Unit Shear at roof diaphragm: v=R/b Unit Shear ( v ) =1 161.21 48.11' 0.01 0.01 209.31plf Unit Shear at Midheight walls ( v'): (Design case) Total width of openings at mid-height wall: 13 ft Length of wall available to resist shear = Unit Shear @ Midheight ( v' ) =1 208.41 62.31 44.3 ft 0.01 0.01 270.71plf Select structural element to resist v' from SBC tables ie. 171O.2B Shear capacity of structural element: 1050 Fv=35psi x 2(1.25si x 12")/ft=1050 plf plf (ACI 530, 7.5.2.2) Required length of transverse shearwall = I 11.4 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 3.0 -2.0 -22.0 Unit Hz. Pressure = 277.2 82.8 0.0 0.0 Reaction (R) = 7945.9 2373.5 0.0 0.0 10319.4 Unit shear (v=R/I) = 149.0 44.5 0.0 0.0 193.5 Tot. opngs. @ mid ht 34.0 34.0 34.0 34.0 34.0 Unit Shear ( v') = 411.1 122.8 0.0 0.0 533.9 Ibs ft Required length of longitudinal shearwall =1 9.8 1ft ({2/ Page 8 X) Shear (Cont.): Christopher Residence Roof Diaphragm: Maximum shear at roof I wall interface = 209.3 plf Capacity of non-blocked sheathing (SBC Table 1710.2A) = 230.0 plf Capacity of blocked sheathing (diaphragm) = plf . Half Building length = 26.7 ft Slope of the shear diagram = 7.8 plf 1ft Diaphragm length required to resist shear = 0.0 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 0.0 209.3 0.1 * Length 5.3 167.4 0.2 * Length 10.7 125.6 0.3 * Length 16.0 83.7 0.4 * Length 21.3 41.9 Mid-span 26.7 0.0 0.6 * Length 32.0 -41. 9 0.7 * Length 37.3 -83.7 0.8 * Length 42.7 -125.6 0.9 * Length 48.0 -167.4 Endwall 53.3 -209.3 Diaphragm Tension (T): 1/2 x V(max) x L/2 x L/6 = T x Therefore, T = R x L^2 I 24W = 433 lbs Page 9 XI.) Vertical Wall Reinforcing: A.) Input Data: Eave Height (H) = 8.0 ft % Filled Cells = 5% Wall Dead Load= 50 psf Area of Mortar= 30 si Mortar fin = 1800 psi As= 0.31 si I bar Bond Bm. width = 8 in Bond Bm. height = Ft grouted = 8 in Ft ungrouted = 68 psi (Normal) 25 psi (Normal) Ft parallel = Em= Es= 50 psi 2.40E+06 psi 2.90E+07 psi B.) Design Parameters: Allowable flexural tension (Ft) Ft= 27.2 pSI ( One in twenty, 13' - 4" assumed) (NCMA TEK 141A) Type S, M = 2500 N= 12 (ACI 530, 6.3.1.1) Allowable flexural tension incl dead load (Ft'), (Exclude bond bm. DL due to uplift) Ft' = 1.333 x Ft + fa (compressive stress) = 48.4 pSI (ACI 530, 5.3.2) Effective Wind Area (Aw) = 64 sf 1.20 GCp= C.) Check maximum Velocity Pressure (Vp max) for unreinforced masonry wall: M = W x L^2 I 8 Sx= ci I Lf 81 = Ft' X Sx (NCMA TEK 141A) Therefore, W = 8 X Ft' x Sx I L^2 = 40.8 psf psf Which is > Actual Vp. Therefore no reinf req(~ J s~~o,P.E. Page 10 j 8/l/95 P And Vp max = W I GCp = 34.0 D.) Maximum Horizontal Span ofUnreinforced Masonry: Continuous across supports, M = W x L ^2 I 12 Ft horiz = Ft ' horiz = 50 psi 66.65 psi (ACI 530, 5.3.2) M=GCpxVpL^2/12 =Ft'hxSy Sy= 81 ci I Lf (NCMA TEK 141A) 14.6 1ft Therefore, L = (F't x Sy I (GCp x Vp) = E.) Maximum Capacity of Reinforced Masonry Wall: Compression flange width = 48 In (ACI 530, 7.3.2.1) Rho = AsI bd = 0.00161 Rho x N = 0.01951 Therefore,k= 0.17898 andkxd= 0.71594 In Since k x d is < 1.25", treat as a soild block. j = 0.94034 Masonry Capacity: Mm = 1/2 (Fm x j x k x b x d^2) Mm= 116,333 in -lbs Reinforcing Steel Capacity: Fs = 20,000 pSI fa = (Wall + Bond Bm. Dead Load) x b I As = 5591 pSI (ACI 530, 7,2) Fs' = 1.333 x Fs + fa (compressive stress) = 32,191 pSI Ms = As X Fs' xj x d = 37,536 in-Ibs Therefore, reinforcing steel stress governs. Therefore, L = 12 x Ms I GCp x Vp x H^2 = I 23.3 1ft Page 11 . s Catalano, P. E. 8/ l/95 F,) Moment Capacity of Reinforced Masonry Bond Beam: Allowable stress Fb: falFa + tb/Fb < or = 1 (ACI 530, 6.3.1) Fb = Fa = 1.333 x fm 13 = 799.8 pSI (ACI 530, 7.3.1.2 Therefore, tb < or = Fb - fa tb (max) = Fb - T (diaphragm tension)1 hb = 793.0 pSI Fs" = 1.33 x Fs = 26,660 pSI (ACI 530, 5.3.2) Rho = As I bd = 0.0065 Rho x N = 0.0780 k = 0.3247 j=l-k/3= 0.8918 Masonry Capacity: Mm = 1/2 (tb xj x k x b x d^2) = 33,063 in-Ibs Reinforcing Capacity: Ms = As x fs xj x d = 44,221 in-Ibs Therefore, masonry stress governs. Therefore, L = (12 x Mm I uplift - bond bm. dead load)^1/2 = I 16.2 1ft Page 12 { /..t:( s Catalano, P. E. 8/l/95 G.) Shear Capacity of Reinforced Masonry Bond Beam: Fv (max) = fm^I/2 < or = 50 psi (ACI 530, 7.5.2.2) fin^ 1/2 = 42.4 pSI Therefore, fv = 1.333 x Fv(max) = 56.4 pSI (ACI 530, 5.3.2) Shear force (V) = uplift - dead load per ft. x 1/2 column spacing, v = ( U - D ) x L/2 Also, fv = V I bjd (ACI 530, 7.5.2.1) Therefore, L = fv x bjd x 2 I (U - D) =1 38.2 1ft H.) Check Bond Beam Deflection: Maximum Bond Bm. Deflection = 0.75 In (Two mortar joints) (ACI 530, 5.6: D+W) Cracked Moment of Inertia: Ic = b(kd)^3 I 3 + (nAs) (d - kd)^2 (Reinf Msnry Des., Dickey) Ic= 81.2 Delta = w x L ^4 I 384 E Ie (Continuous) Therefore, L = (Delta x 384 x E x Ic I (U-D))^1/4 = 145.1 In or 12.1 1ft. Page 13 i.) Summary of Maximum Spacing by Analysis: Analysis Maximum Spacing Feet Unreinforced Masonry 14.6 Reinforced Masonry 23.3 Bond Beam Moment Capacity 16.2 Bond Beam Shear Capacity 38.2 Bond Beam Deflection 12.1 1.) Check Reinforcing Stress Due to Direct Uplift: Check for a spacing of 12.1 feet. Stress due to uplift (fsu) = (U-D) x spacing I As = 4937 pSI Fs'" = 1.333 x Fs - fsu = 21,723 pSI Ms = As X Fs'" x j x d = 25,330 in-Ibs Therefore, L = 12 x Ms I GCp x Vp x H^2 = I 15.7 1ft K.) Results of Analysis: The maximum spacing of Vertical Wall Reinforcing shall be I 12.1 Page 14 /; " XI.) Summary: Describe the following: Christopher Residence 1.) Truss fasteners. U lift er Truss = -386.4 Ibs Simpson ETA12 wi 4 - 10d x 1-1/2" nails (490 Ibs. cap each.) 2.) Girder Fasteners. Max uplift reaction= -1656.0 Ibs. Simpson HETA20 wi 12 - 16d nails (1845Ibs. cap. each end) 3.) Maximum Vertical Wall Reinforcment Spacing = 12.1 ft. 4.) Hold-Downs at foundation. Tie-down force req'd = 0.0 Ibs. Filled masonry with #5 reinf. cont. ACI hook at foundation and bond beam. 5.) Shearwall element. Wood Frame: N/A Panel Grade Maximum shear at mid-height = 533.9 plf Thickness Nail size Edge Spacing Type CMU Wall thickness Rake Joints? Filled Cell Spacing 8" Nominal 1.25" No At shearwall ends, corners and openings> 6' Masonry : 6.) Roof sheathing. Maximum shear = 209.3 plf Panel Grade Thickness N ail size Edge Spacing Boundary Spacing Length Rated Sheathing 7/16 " 8d 4" 4" 0.0 (Blocked) Diaphragm: (Pattern Case 1) Elsewhere: Panel Grade Thickness Nail size Rated Sheathing 7/16" 8d Edge Spacing 6" Intermediate Spacing 12" Page 15 OF' . 1;;:1:3, Bu11d~ng pad area; touthweat oorner ~ rid. level BUilding pad ar..; louthweet oorner . 1. below rId. Building pld ar..; oenter - rade level Northwvet oorntr on natural round e poroen age co. to Dtn.lty Relations Teate .J' . I I~criaL 1csU'18> Laboratorip6 3905 KIOAON RO^O . LAK~LAND, FLORI 0,0,. 33811 . TELI:PHONEj (941) 0<4,7-28n : FAXi (941) ,7-1no I i I SOIL TBSTIRG - FIBLO DBMS1'r1 .... 'IRCE_;AGJ: or C:OKPACT:tO. UrRI' PROJECT: Crietophtr A.aidencG LAB ~o: 1D . I CLIENT; RYMan Construction TECHNICIAN: A. iMoOhin JOB NO: 6127 CONTAACTOA: :011.nt I I MrE: e/1~/95 WEATHER: P.....tly,Cloudy I PE~MIT *: 6204.B :pa ., of 1 IN PLACE FIELD DENSITIES .iOATE MADE ~ 13 95 :;;\;;:~tN:~'8:itO~~%i;fff'lr~Wiia14~ t~1J~!f:'~:.~""i~~:!'!:~: .~i(i~PACt;~Oa~~i:~~i(i~t!~(: "'~MOf$.i'tlRiV: . ':i;"t~?:I'oh~';' :":~b~Njt' ':)i"~:~~~::":i'''',';~,l'!l",~:";:,.,,,:,:;:~:,,~::::,,. ""',,:,1'::::": ~K~::: IIL4i 1.1[4;. i.;:::;'r~iii 9 . fS 1 02 . 7 1 06 . 4 97 . 4 I I 100 I I 100 I I ;Rl; ~*tbw ~Jl~i ~~. ~~.;~ri:il~t:;:~: .;'~.X.";'l'~,"/~' -",";'~.,:.:"'~' I ;',~". ,[,.. ~,,~. ~~. 4 10.1 196.4 105.4 1 ,2 5 8.3 : I 106.i 106.4 . . , ure REPORT DISTRIBUTION: Client '110O Qo.'~ild1ng Dept. FUt (1:\WIri\-'\I\I7.tU) !li.' ~ W-/4-'lC , av ~ .rvtra,C P.E. 1 m Envtron~nlal Con'~nte, Soil, Concrete and Mat.riJJa a....llty Control To.lIng ! f: 0 3SllJd a~n ~:H.lS31 l\;fHf:H'H 0LL tL ~St.18 i EE:01 566t/ql/60 PROJSCT: Crietopher Residence I~cciaL Tcstin6 Labo(atpri1~ 3905 KIORON ROAD · LAKELAND. fI,.ORIDA33811 · TeLEPHONE: (941) 64712877 : FAX: (941) 847f1 no KOlSTUIUS-DENSITI RSLA~lO~S or SOIL Iii I LClboratory compactio: rr.st ,i. I ASTH D698 ME'l'HOo. A ! I I I DA;rrE : 9/ 13/9 5 CLIEN1': Ryman construction PROJECT NO: 6127 PERMI'l'; 5204-B LAB NO: U. -- - - .- -~ - - - - - . - - I\: . ~ 1\ - " - . ~ I' -- - .. . 106 I , i ! (DRY DENSITt"lbs./~u.ft.) 105 ' : [ : Max.Dry Density 10~.4 Pit : ' i I 104 i , optimum Moisture : ~3.1 1\ . I i i , i I i I ! 103 102 CHECKED BY;' : w. _~ BY:~: _ i ~ ~:!4~ David Ned eld, P.E. 116820 I I I I t- I~ I I 9 10 11 12 13 14 15 MOISTURE (') UATE SAMPLED: 9/13J95 SAMPLED BY: Al McGhin LOCATION SAHPLED~ Build~Qg p~d at'a~l co~~o8it8 V18tf~ CLASSI!"lCATION: Tan sliab~~Y Jllty: t.iJUi ,.and ' ! Rtpori 01ltri.blIt:lon; cu..At PtlO9 Co. Building Otpt. FUa ''rESTED Environmental c004utt&nts, Soli. Concreto and Mat'lla!. Quality Control Te&\irg ('0 3r::,\;7d t1\;71 8HI1S31 i'i7H:l3dl,H OLL lLi'gS18 Eg:G~ 5661/fl/60 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: 12/14/95 PASCO COUNTY, FLORIDA PAGE: 1 OF 1 ISSUE OFFICE: D RYMAN RECEIPT NUMBR: 00268550 OFFICE: DADE CITY FL 342480000 FOR: CHECK # 7916 RESOURCE 1226210100000000110 5021 SUMMER HILL DR CONTRACTOR: 001690 TOTAL AMOUNT: ACCNT COMPNY ACCOUNT CENTER 114 B450 - 363000 - 2 2.42 AMOUNT DESCRIPTION/PERMT,DATA DRieR 2.42 ****** SOLID WASTE FEE 60 RECEIVED BY __ _ ~. -.'''''., -.-~"""""""';''>, 'T~7.'<~"'~7C"""":'-";T-"-'~"-""'- 'u . CJ ~ ~'-.._~-:., ~:';j~ t--::;'''!"~'A''''''"!:"-~_-r:''''': :"l'::;-'-~':;":."''-' .'''''~''''l''''"'''''''---'''''-~~'1, !;,:",.~.. '" ..~~' "'....,..__,_..""""'""'"'~..., "".r:.m;.,-. PASCO COUNTY, FLORIDA- Permit No. Date Permitted Builder NamelOwner Name County Parcel No. / ,I Location Subd. Classification/Type of Use TRANSPORTATION IMPACT FEE CALCULATION EXEMPT 0 ..,~ .~--_.". Zone No. -~- Rate $ .. . Sq. Ft./Unit ......-" .-' ,~...~~.....- ,,~~d By ,~ Impact Fee Amount $ The above impact fee has been es!~li"lh~d pursuant to the Pasco County Transportation Impact Ordinance as adopted by the Board of County~omm:issioners. This amount is payable PRIOR to the issuance of a Certificate of Occupancy or authority to utilize the permitted structure. RESOURCE RECOVERY ASSESSMENT EXEMPT 0 RESIDENTIAL NONRESIDENTIAL No. Units J f , 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 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. \ -f"'" .~. '''.. ., "'--~.c..> -. ......... Date Received By OFFICE USE ONLY TRANSPORTATION REC. NO. RESOURCE RECOVERY REC. NO. DATE DATE BY BY I f White Applicant Canary Trans/Finance Canary RR/Finance Pink Office Green Bldgllnsp feecal:ce