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Home My WebLink About95-5467 BUILDING PERMIT .... CITY OF ZEPHYRHILLS Permit ]I! (813) 788-6611 3~~OV PLUMBING lff7SV BUILDING 6 b ~ d..!:;- ELECTRICAL Pmperty owne'~~1::! 0 Job Address: b " ../L- Parcell.D. # ...3 -.26 ~ d--/ ...... 0/;2 f) - 0 () e tJ 0 - 3t), t:nJ MECHANICAL Zoning: Description of Work NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. Pre~meter, FPC (Mimi) Nancy 03/18/96 02:45 P.M. Valuation or ? Contract Price S 9.3'1 < c:J?) City License Registration # Q !1 r State Certified License# ~t?~ (;~ BUILDING $~,2J..2 ELECTRICAL 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. -;-546713' Date /,).-/'/-&- ~ Sewer Conn / oJ !7 ~ t.JV ;/ Water Conn: ~'7J. t17J Water Meter: / b-5J: t7D T,I.F.'s: FINAL C.O. Inspector Permit Fee ~ ~~# ~ -- Signat~~~ :> Company Address Telephone# ~~ PLUMBING 134A-/L /7 - MECHANICAL Breakers ~ Ducts Insl;J~f'f,.tfj; Compressor Final Tp. Servo $A,.. SLB 1- ~.~ to ~;I..l. Rough In 2- J~/.j~ Tub Set - 9-9V1 ~ Meter Can I~-I~-y~ Water '._ (p. 'I & f5Ll4 FRM. rConst. Pole f2-2.f1,958h8 Sewer I ' Insul. CL Pool j ~ <(-:-fr- Final WL Pre-Meter _ ~ \~....~ , kJ L I .tinal Driveway l- ...:zJ--9 j:1~ h otl-/L.. . .- '/2 i ~,.,J..\- 'l--~lZ,-4) VOD ~2./l'lflo \.Jt\'L, REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.001 shall be made for each trip for each trade: 7z;~ ~u7~~~/ /:l~/Y-ps- p~ c3-:;o-9if The payment of inspection fees shall be made before any further permits will be issued to the person owning same. \3u~Li)ING- !:: Iii EUiLTIl. \l..- I ~1~Nl< ::' :VAL..0l\lll-N 7. 5Q, f3c{ ,,' , 417 50 ~b~ 6-5. c..o I, !YlpLHANiU\L- , 3D; D" '" I:i .Sv8Tc f7\'l- ", U{1~l, 1:: ._(oJ,,-eJ ~---- I I (077tl- ' 11 , :" CCNNt2.CfiW r~s .5E,J f3.~ ,:: J )..1'3. 00 ');1--:;'/) j! (/\) f' { f-",,- i " Ill\lifiLf\ it' ;': ;-: "",,' 'l6r~ L 3<)0, -"0 Ib~ C'O Ij7Q3, t r:J i'l , I ~A- \')t v\\ EX\~ 2;D17 ,S/lFf: 2-0.'7 tZ't IV1. Pt.^, (o,v~ T ~b~'O ~)(r\o\tlt,Jl.- DO-. i I -~rJ6 vc>(L[lrfi crJ imt#LT fiLF--S " i!1 i r" A5fA jii ;11 i'l Iii I !;. i'l , I ,.. ~ I J 6~re.>" 1<- I~ -5 73 'l (' c))c" 1/44 6\ \ F-r: I- i vIAl ~ tSrl' f-i-: oTl't1lJL APPLICATION FOR PERl'lIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT 'j"') ^PPLlCANT ~\ '-i !VH\ (0 ADDRESS '~-I 3~). '::-) CUhj---~~ev,c+I()(\.~ ,'J:i\j C ) ~':, Ie ':.-:,C\- \........:: c' <-, t-- I Z \.t \ U :::, PilON!:: 782 o(;,.J...S- .) ,,' l,u,::-,c ~'6S8" Ja;:l-~~ iJ./L LEGAL DESCRIPTION: LOTCS') :{}().lFO)(ll1t~J BLOCK aI'iN E R '::J/\ N C ~t" Z. JOB LOCATION LOT SIZE /.U :<..120 AREA SQ,FT,7(')uCJ SUBDIVISION 5. \v"U... Ofi\<S ( '') PARCEL I, D , j, WORK PROPOSED:~New Construction ____Addition ____Alteration _Repair _Inst3 l] _Sign/Temp, _Sign _Move _Dernoll~1 PROPOSED USE: _Single Family _M/F _II of Uni ts _~l/H _Commercial _Indust. _Swim, Pool Other . ; _Restaurant & Health Department Approval BU1LDING SIZE: 'S<=1 ~, ~c.) llP Square Feet, ( B He 19i i' RESIDENTIAL: COM."1ERCIAL : ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLA~S & C 1) SET ENERGY FOR.'1S, ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FOR~lS, ,'d ~*COPY OF CONTRACT REQUIRED. BUILDING PERMITS REOUESTED $ ~70 to 00 Valuation of Total Construction I :) 0 c) AMP Service Florida Power Corp, () 00(/" <J _h',R,[,C, --./fLECTRICAL ~1' ---LL:1 ECH,.I,N I CAL $ Valuation of Mechanical Installation ~PLl~BING GAS ROOFING / TYPE OF CONSTRUCTION: ~Block _Frame _Steel FINISHED flOOR ELEVATIONS: ';fSffli.' SPECIALTY Other *************~**************************** ,- " CONTRACTOR SE~ ,'--r dd._ ~ Company' N,,"- L'-..:I'\.<:'" V'--U,,-(j2v~V\.,_ , - . , State Cert. or Regist. !I c.€,C -,O'3Sj~C::t-- \\'A'-'~__ City License Registration il ~ ~'1 ***************************************** ' / B lJTLD fR Signature '''-_''-f,j,-_ fT fc:TR1 (;1 AN EJ-(O Sis:nature L/ Company l\J~ce.-t:)Y\J 'h \ec-\el c..._ '~ -;, State Cere or Regist, II . ~, City License RegistraUon;1 '4-~ -.J.~~ *************************-************* c/ PU'"'EB ~ Company -\-~il.e.ruS 5x:rcc;ct'; // State Cere or Regist," ~F uC (:(.0(.0 S'.3 Signature ~ City License Registration#, . 68(...., r * * * * * * * * * * * * * * * * * * -I: * * *:* * 1r '" * * * * * * 1, ,'r * ,', i, *,' I: ,'r '.', v-/ MfCHt..NIC~I , Company R(\"'~~ S G-AS (~/~_ ,'~' .l ;-? / State Ce". oc Reg;, t. . ,. CfC..::-",,;,~,,,,,,,,:> ,'LL----- <-/--"'---,-- Clty Llcense Reglstratlc1n 'I '<>- ~ /? I * * * * * * '/: * * * * * * * * * * * * * * * * * * * 1',1< 1, 1r i, i: ,,', * It * ir i, i, Ir I, I, (" -; C' I Company 1<\ ~,ynfh'\. " Lr\s-h: (>( "'It i---.; State Cert. or Regist, II f2-c:.., ()'dI3l2t<-t6 City License Registration II 6~' v,/ Sign<3ture OTHfR S igna lure'*;=--=-~ ."~ -y~-, 'APPLICATION APPROVED BY PER~llT OffICER, . CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS Tbe undersigned understands that this perait lay be subject to udeed restrictions" which lay be lOre restrictive than City regulations. The undersigned assUles responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSEP CONTRACTORS AND CONTRACTOR RESPONS1BILITIES If the owner has hired a contractor or contractors to undertake wort, 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 .isdeJeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements lay apply for the intended work, they are advised to contact the City of Zephyrhills Building Departlent, (813) 788-6611. rurtbermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "Contractor Sections" of this application for wbich tbey 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 Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, bave been provided with a copy of "Florida's Construction Lien Law - Haaeowoer's Protection Guide" prepared by the Florida Department of Agriculture and ConsUler Affairs. If the applicant is sOJleone other than the .owner", I certify that I bave obtained a copy of the above described docUlent and prolise in good faith to deliver it to the "owner" prior to couenceaent. E. CONTRACTOR'SjOWNER'S AFFIDAVIT I certify that all the inforlation in tbis application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning, and land developtent. Application is hereby lade to obtain a pertit to do work and installation as indicated. I certify that no work or installation bas cOllenced prior to issuance of a perlit and that all work will be perforaed to teet standards of all laws regulating construction, City codes, zoning regulations, and land developlent regulations in tbe jurisdiction. I also certify that I understand that the regulations of other governlental agencies lay apply to the intended work, and that it is my responsibility to identify wbat actions I lust take to be in cOlpliance. Sucb agencies include but are not lilited to: * Department of Environmental Regulation - Cypress Baybeads, Wetland Areas and Environaentally Sensitive Lands, Water/Wastewater Treatlent * Southwest Florida Water Manageaent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses * ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways * Departlent of Health & Rehabilitative Services, EnvirOlllental Health Unit - Wells, Wastewater Treatlent, Septic Tanks * US Environmental Protection Agency - Asbestos abatement I also certify that, if fill laterial is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan addressing a "cOIpensating volUle" will be submitted wbicb is prepared by a professional engineer registered in the State of Florida prior to perlit issuance. A permit issued sball be construed to be a license to proceed with tbe work and not as authority to violate, can'cel alter, or set aside any provisions of the technical codes, nor shall issuance of a perlit prevent the Building Official frOt thereafter requiring a correction of errors in plans, construction, or violations of any code. Every perait issued shall becaae invalid unless tbe work authorized by such perlit is cOllenced within six lonths of issuance, or if work authorized by the perait is suspended or abandoned for a period of six IOnths after the tile the work is cOllenced. One 90 day extension of tile, laY be allowed for the perJit with fee cbarge of $15.00. The extension sball be requested in writing to the Building Official. An approved inspection lust be logged during each six IOnth period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COKKKNCKKENT HAY RESULT IN YOUR PAYING TWICE FOR IMPROVKKEHTS TO YOUR PROPERTY. IF YOU IlffEHD TO OBTAIN FUIAHCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COKMEN $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COKKKNCKKENT". 4~~~:: SIGNATURE. STATE OF FLORIDA P COUlITY OF lis C 0 The foregoing 1~~enFJwa8 acknowledged before me this. 7I~, 19~ by STATE OF FLORIDA ~ COUNTY OF fJ ~ C 0 , The foregoing i~~as ackno!ledged before me this . , 19~ by who is personally known to me r who has puce as identification and who did/d~d not take 1f'l oa th . . JJ /J - ~--A~'~ (Signature) ~ is personall~ known ~ or who has produced as identification and who did/did not take~ '-In ,.~ ' (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC ~~~ . OONNAM SINCLAIR * * My Commission CC3eaB18 0/' Expires Jun, 14. 1998 ~~ l1F R.O~~ (Nam~ Typed, Printed or Stamped) NOTARY PUBLIC ;~, ~ 11 OONNA M "NOLAIH *. * My Comm../on CO....,ft "'.. ~.Ill,.. Jun, 14, 1tN ~'t,.., .......vr"_ 1..I1...'-''-oI"\IIIIVH, .,., \f "'. UVVllUI"'\I\ I .,:)Uf\ Vc. 1 !'- It Lot(s) &2., Block of the Plat of '51 LVa OA.~ ~ PAAS r::: OAlC as :; recorded in Plat 'Soak ~, Page~4(.,.~ , of the Public Records of "PA::'LO , County, Florido ~ "" .., l' " ..... ......); '" , ~, '"" ~Cl >< FW~AJkJ '4 · \.<.J ~ ~~ ' \ {rP Sco"~z.c\J \ // I <:) ,DO' V Ho-. -;l ~~P<--P I r UJd::) I 'S- (I:f.:,ju~ Fl...,.,-) ~ ~ t~ a ./ -:l Qui w ~ -::, .. &~j .~ .\,...~ "'r "-0 ~ .> ~ r;. -:t- "- ~:-" "" c::- Q -0 Loree 3 \) ~ ~ I'i~ 'A ,1 ':l :L .J .> 1: 1 '3 ~ <\. f"R[Jl ARED ~ ra.~T ~1 ~T~,- ) D(e....T D 1~,e4- V A L..A N LoT (PZ- Ne'W ReS\D('"I\IC~ % E:.o.Ab Lor u> I L ~ Ii e:: D.o.;rf.l. ~5:>.oc' .... G.~"~'::I~'I . 5'S,~' c.;.4-~ =-Z.,'")4', ceo :)J4'"0' ~'vJ -...-... 1Jl::m::: ~/~ ~ au ~ ettsr~N'DAe\J ~ U:r v,2... ~N6 ~ .. u.. '4~.~ \ pc:L.. t=> LA=r OF ~(.O E:...t:> , Sc.AL-E:: I'~ X:> , ~w i & t::?7,y(. G () R D 'C I~ ;<. -------.. tT'l-l . CA..-TiLE: . ~~" E: Norrs LEGEND r ~ ~, . FO.Nl I'HCHl:D IllQj PI'( 5.P-K 11.. 0, - COle. .. CXNC:II:'It (\I) . lE.AaIIfI) AlIAI. . IIUMUI ~ - IIUUlI<<l "'oll . ~NID 'AYI. .. PA\Qj[)jT nl't', . OJ:VA1lC)l r,CJJI, .. ~ CoY'!"m IIlOt MlO SoC.LIt. - SET c.YPm C ~ MlO c:e '.LJI. - FClJICl IlOI Aal R/'ll HI', .. FClJICl ~ N>{ t IlJ(. .. IIUlQ( A/C ~t1I . 11'0 IlOO( C)LC ~ : = lX>>lCmt tk NCJlUllDIT P ,C,p, SoCJI. - SET CXNC:II:'It NCJlUllDIT lU.S. . IoIA!CHtY -'!I'M. . A3PtIAl. T S'T . snIl:T Ul .. l.W Cl . CXUlT (0) . D[JD srT P-II KNI. ~ CD: Rf;S. -Rt3llOlCt ';-1( H.e 0, - I'aHl l'-K ".\l~ ~ DISC - ORClJICl - RAOlJS . oo.TA . NlC . T AItOEll T .. OtQto .. 01 011O IItJoIllHC .. ~T (T lIAY - ~ltJU<< - ,ljjl CX>>IOIT1O€lI . CJ.i.O.l.A 1tD - f\AT . CXHCRt1t ~ .~T COH'IIlCl. PON T Cln R A A T PARTY CHIEF: OOAYltl BY; ~ CHECKED: eJ.W ncs U'>(y WAS PRlJ' AMIl W1'HOuT tit: IIOCl T cr A8S11lAC T cr mu: CXJ.ulWDH, notTOR llO llUNlAHTtIJ POllAHHC TO RI()<~ r:I" lIAY, 1:AIIDjDU" AQl(Dj[}jT!I OR OnlCII SUl.)R lolATTUlS HAl{ !IlDI \t.lOC NO lHlOlalQ,H) tm,IU,AT\O(S OR ~~ HA'o( BEl:H lOC- AltD EXlD'T AS ~. llO ~rs cr RI:CXJlD RlJU'CTlHC CAsl:WOm, RIOl~ 01 WAY, AHO (Jl 0WCR1HP lIOl[ f1JFINIIWD EXaJ'T All SHOwl. ' !as CDH.,n THAT A !iUM:Y cr tit: HCN:()l o~o ""<POlTY -1.:1 IU<< UI<<ll lolY ~ AK:l1l((n THl: __ T!~ Si ~....,s srT fORTH IIY 'II<<: FUJlDA &<lARD ry P'RC1!S:iI()lAl. WlO ~ tj O1,l1lTDl OIC17-0. F\.CMlA AOlINSTRAn\{ C<XlC. PURSuAHT TO S1:CTlON 472 on cr THC n..cROA STAruTtS. o ~LESS OSSED SEAL RONALD H, PAGE, FLOOD ZONE INFOOIolA 1100: Sl.l8..[C1 PRa'UlTY SiC OM HOlEOH U::S fl nRW ZJ:)l[ L ACtOIlDIHC TO THE I<A l' OHAl f\.OOJ lNSIAUHC( ~A l'( 1olAP, COWWUHITY HO~!.~O PAHO.(f ~ !UTlX G -, R(\olSED ''C.. 111'1 ~ flDOR ElEYA 111 fl SHQWi IS 8~ ()l HA1lOHAI. CEOOl:!lC 'oOlllCAl.. OAlIN (HCMl) 1':Ii, IHJ IS TO lI<<l 0A0CIl ~ A' OOlHtll 8Y tit: "4 nat, "" ClC(J.HC IHJ A ~ ADIoIHIS1lIA 1\01. MURRAY & ASSOCIATES, mc l.AND SURVEYING Ii 1 ~902-B N. Florida A 'Ill, -+ Tampo. Fl J361J 1,/ I: (8IJ) 960-4080 (BD) 26~ 776J F'AX: 960-941J DA 1[; I z... t..o g4- Joe NO. I t.'i" 4- IS<o ~ ,+, "_-'~--"'~"'_'_''''''_''O'''..._............____."~...~,~__.._~"~...-....-..'~",,,,,"~~~":.;.'.;'..-~:;~:';";.!..:;:.~:";;; ;,:.'";~:_.:~~-~.,~:.JU:~~"n'<~""","..,,,,.......-..,.-.:....,..,~--,,.~~~"i(a.~,~:;::;._.'\,-":.":.l;;C'.~;;~~~~~~"",~~;~~:~~ REV. DATE Department of community Affairs FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A PROJECT NAME: Sanchez BUILDER: Ryman Construction AND ADDRESS: "63~tJ;:t~ PERMITTWNG '~/J CLIMATE ~ OFFICE: ~ ZONE: 41_1 51_1 61 .1 OWNER: Sanchez PERMIT o. !::>~6? 13 JURISDICTION No.b/76 6K D 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. 1573.00 6. Predominant eave overhang (ft.) 6. 1.00 7. Porch overhang length (ft.) 7. 0.00 8. Glass area and type: Single Pane a. Clear Glass 8a. O.Osqft b. Tint, film or solar screen 8b.202.6sqft 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) 10a-1 R= 5.00, 963.81sqft____ b. Adjacent: 2. Wood frame (Insulation R-value) 10b-2 R=11.00, 224.00sqft____ 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) 12.Air distribution systems a. Ducts (Insulation + Location) 13.Cooling system SN: 8132 CENTRAL Double Pane O.OOsqft O.OOsqft 9a.R= 0.00 , 178.50 ft 11a.R=22.00 , 1808.95sqft____ 14.Heating System: 12a. R= 6.00, uncond 13. Type: Central AIC SEER: 9.70 14. Type: Heat Pump HSPF: 6.60 15. Type: Electric EF : () . 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. 90.08 28374.97 31498.88 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Ener~.o. de. PREPARED J3Yc: c: ,~ DATE: it -t'\. -<'\ ~ Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance in accordance with Section 553.908 F.S. I hereby certify that this building is in compliance with.J:.be=Florida Energy Code. ~"_. OWNER/A~:~:~'~~ DATE: \\-2<,-\,\ ' BUILDING OFFIC~:~~'A'_~ DATE: /?-- _ ~ ******************************************************************************* ~ SUMMER CALCULATIONS ******************************************************************************* === BASE === === AS-BUILT === ================================================================================ GLASS---------------- I ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 94.50 82.2 7767.9 SGL TINT N 40.5 51.5 .94 1955.4 SGL TINT N 54.0 51..5 .94 2607.2 E 39.43 82.2 3241.1 SGL TINT E 16.2 107.,1 .93 1616.7 SGL TINT E 23.2 107..1 .93 2320.6 S 26.72 82.2 2196.4 SGL TINT S 26.7 98.,3 .89 2328.4 SW 16.19 82.2 1330.8 SGL TINT SW 16.2 110..3 .91 1629.3 W 25.75 82.2 2116.6 SGL TINT W 4.8 107..1 .82 422.0 SGL TINT W 4.8 107..1 .82 422.0 SGL TINT W 16.2 107..1 .93 1616.7 .15 x CONDo FLOOR / TOTAL GLASS = ADJ. x GLASS = AREA AREA FACTOR POINTS ADJ GLASS POINTS GLASS POINTS .15 1,573.00 202.59 1.165 16,652.90 19,395.09 I 14,918.21 -------------------------------------------------------------------------------- ------------------------------------------------------------------------------- NON GLASS------------ I AREA X BSPM = POINTS TYPE R-VALUE AREA X SPM = POINTS WALLS---------------- Ext 963.8 1.0 963.8 Adj 224.0 .7 156.8 Ext NormWtBlock In 5.0 Adj Wood Frame 11.0 963.8 224.0 1.00 .70 963.8 156.8 DOORS---------------- Ext 20.0 4.8 Adj 20.0 1.6 96.0 32.0 Ext Insulated Adj Wood 20.0 20.0 4.80 2.40 96.0 48.0 CEILINGS------------- UA 1573.0 .6 943.8 Under Attic 22.0 1808.9 .90 1628.1 FLOORS--------------- SIb 178.5 -31.8 -5676.3 Slab-on-Grade .0 178.5 -31.90 -5694.1 INFILTRATION--------- 1573.0 10.9 17145.7 Practice #2 1573.0 10.90 17145.7 =============================================================================== TOTAL SUMMER POINTS I 33,056.90 29,262.42 =============================================================================== 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 ------------------------------------------------------------------------------- 33,056.90 .37 12,231.05 I 29,262.42 1.00 1.100 .352 .950 10,763.89 =============================================================================== ******************************************************************************* WINTER CALCULATIONS ******************************************************************************* === BASE === === AS-BUILT === -------------------------------------------------------------.------------------ ------------------------------------------------------------------------------- GLASS---------------- I ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM X WaF = POINTS ------------------------------------------------------------------------------- N 94.50 -3.4 -321.3 SGL TINT N 40.5 9.6 1.03 401.1 SGL TINT N 54.0 9.6 1.03 534.8 E 39.43 -3.4 -134.1 SGL TINT E 16.2 -2.0 .63 -20.3 SGL TINT E 23.2 -2.0 .63 -29.2 S 26.72 -3.4 -90.8 SGL TINT S 26.7 -10.2 .93 -254.1 SW 16.19 -3.4 -55.0 SGL TINT SW 16.2 -9.7 .91 -143.3 W 25.75 -3.4 -87.6 SGL TINT W 4.8 -2.0 .05 -.4 SGL TINT W 4.8 -2.0 .05 -.4 SGL TINT W 16.2 -2.0 .63 -20.3 -------------------------------------------------------------.------------------ .15 x CONDo FLOOR / TOTAL GLASS = ADJ. x GLASS = AREA AREA FACTOR POINTS ADJ GLASS POINTS GLASS POINTS -------------------------------------------------------------.------------------ .15 1,573.00 202.59 1.165 -688.81 -802.23 I 467.82 -------------------------------------------------------------~------------------ -------------------------------------------------------------------------------- NON GLASS------------ I AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 963.8 1.1 1060.2 Ext NormWtBlock In 5.0 963.8 2.90 2795.0 Adj 224.0 1.8 403.2 Adj Wood Frame 11.0 224.0 1.80 403.2 DOORS---------------- Ext 20.0 5.1 102.0 Ext Insulated 20.0 5.10 102.0 Adj 20.0 4.0 80.0 Adj Wood 20.0 5.90 118.0 CEILINGS------------- UA 1573.0 .6 943.8 Under Attic 22.0 1808.9 .90 1628.1 FLOORS--------------- SIb 178.5 -1.9 -339.1 Slab-on-Grade .0 178,.5 2.50 446.3 INFILTRATION--------- 1573.0 4.1 6449.3 Practice #2 1573.0 4.10 6449.3 =============================================================================== TOTAL WINTER POINTS I 7,897.11 12,409.67 =============================================================================== 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 ------------------------------------------------------------------------------- 7,897.11 1.10 8,686.82 I 12,409.67 1.00 1.100 .515 1.000 7,030.08 =============================================================================== *****~~*~********************************************************************** 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 40 .88 1.000 3527.0 1.00 10,581.00 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- ******************************************************************************* SUMMARY ******************************************************************************* === BASE === === AS-BUILT === =============================================================================== COOLING POINTS + HEATING POINTS HOT WATER + POINTS = TOTAL I COOLING POINTS POINTS + HEATING POINTS HOT WATER + POINTS = TOTAL POINTS 12231.1 8686.8 10581.0 31,498.88 I 10763.9 7030.1 10581.0 28,374.97 -------------------------------------------------------------------------------- ------------------------------------------------------------------------------- ***************** * EPI = 90.08 * ***************** ENERGY GUIDE Fo~ 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= 90.1 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............. SEER. . . . . . . . . . . . . . . . . . . . . . 9 . 7 10.0 SEER 17.0 Ix--------------------I HEATING SySTEM.............. Electric HSPF............ 6.6 6.8 HSPF 12.0 Ix--------------------I WATER HEATER................ Electric EF.............. 0.88 0.88 0.96 Ix--------------------I 0.54 0.90 1---------------------1 0.40 0.80 1---------------------1 Gas EF.............. 0.00 Solar EF.............. OTHER FEATURES.............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. o X'r, - \ " Builder .'---~ Address :CO-t(,;9.. "::" ,~<-'~'A-\C" Signat~~ City/Zip z..p~~~i'\- ( , ---- Florida Energy ode fo Building Construction - 1993 Florida Department of Community Affairs Date:\ \ -2 "I -<(. )'- FL-EPL CARD93 Sanchez Residence WIND LOAD ANALYSIS for: Ryman Construction by: Catalano Engineering, Inc. 11/30/95 Page I v I.) Location: Pasco County, Florida II,) Design wind velocity: 100 (mph) III.) Construction: I-story Hip roof Fiberglass shingles 1/2''' CDX Sheathing Wood trusses Masonry construction Slab on Grade, (4") Stemwall footing IV,) Geometry Height of ridge (ft,): 18,3 Mean roof Height = 13,2 ft Height of eave (ft,): 8,0 bUilding Length (ft): 54,7 Building Width (ft,): 39,3 Roofpitch ("per ft. hz,): 6,0 Roof overhang (ft): 1.0 Longitudinal exposure = 1022,8 sf Transverse exposure = 538.4 sf Plan area under roof = 2017 sf Page 2 Sanchez Residence v.) Horizontal pressure: P = Pv( GCp )(1) Sanchez 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 I 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 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 Therefore ; "Transverse pressure governs horizontal design" VI.) Uplift pressure (U): Pressure coefficient (GCp) : Transverse pressure (Ph) : Longitudinal pressure (PI) : Therefore ; U=Pv(GCp )(1) Sanchez Residence ::ltEyl~ :1~~n~1....:...:.:lj9q~ti9P I 0,80 N/A Sidewall 2 -0,75 -1.00 Roof 3 -0.75 -0,70 N/A N/A -0,65 N/A 0,65 -0,55 4 5 6 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,) ! ~et Uplift Sanchez Residence Roof Deadloads: (SBC Appendix A) Element Description Weight (pst) Covering Fiberglass Shingles 2,0 Sheathing 1/2" CDX 2,0 Framing Wood Trusses @ 24" O.c, 6,0 Ceiling 1/2" SR Gypsum 1.8 Total Roof Load 0'= 11.8 psf Height (ft) Uplift Pressure(pst) Roof Load (pst) Net Uplift (pst) 0-15 -21.0 I 1.8 -9.2 15-20 -23,0 I 1.8 -I 1.2 20-40 -28.0 I 1.8 -16.2 40-60 -3 1.0 I 1.8 -19.2 VIII,) Hold-down at truss connection: Maximum truss length = 41.3 ft Truss spacing (ft) = 2 ft Height (ft) Contrib, area (st) Net Uplift (pst) * * Uplift per brg. (lbs) 0-15 82,7 -9,2 -380.2 15-20 82,7 -11.2 -462.9 20-40 82,7 -16,2 -669.5 40-60 82,7 -19.2 -793.5 ** SpecifY hold-down accordingly, FS 'built in' to Mfr's tables, Page 5 t 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: U rft Sanchez Residence W(I) 2017,0 sf 11.8 psf 23800,6 lbs (Neglect overhang; conservative) 23800,6 188,0 If 8,0 ft 45,0 psf( SBC Appendix A) 67680,0 lbs 67680,0 150.4 If 8,0 ft 8,0 psf( SBC Appendix A) 9625,6 lbs 9625,6 101106,2 lbs Total Resisting Dead Load = 101106,2 lbs 19,665 ft, Width / 2 1988,3 ft-kips U(I) + P(h) JplI Height: 0-15 15-20 20-40 40-60 Roof area: 2017,0 0,0 0.0 0,0 Gross Uplift : -21.0 -23,0 -28,0 -31.0 Total Uplift (U) = -42357.0 0,0 0.0 0,0 Moment Arm (I) : 19,7 19.7 19,7 19,7 Uplift Moment = -833,0 0,0 0,0 0.0 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 3,3 -1.7 -21. 7 Total hz, Pressure = 472,5 114,9 0,0 0,0 Moment Arm (I) : 7,5 16.7 19.2 29.2 Unit Pres, Moment= 3,5 1.9 0,0 0,0 Hz, Pres, Moment = 193,7 104,7 0,0 0.0 sf If lbs/lf ft ft-kip ft- . Page 6 Sanchez Residence Height: 0~15 15~20 20~40 40~60 Total Resisting Moment: 1988.3 1988,3 1988,3 1988.3 .1988.3 x 2/3 = 1325.5 1325.5 1325.5 1325.5 1325.5 Uplift Moment: ~833,O 0,0 0,0 0,0 -833,0 lIz, Pres, Moment : -193 , 7 -104,7 0,0 0,0 -298.4 Overturning Mmt, = -1026.7 -104.7 0.0 0.0 -1131.4 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 = I -21787 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 (psf) Upliftperbrg. #1 Hip 165,3 13.2 -9.2 -760.5 13 .2 -9.2 0.0 I 3.2 -9.2 0.0 Girder Mark 2,) Other configurations ie, three (3) point brg. Contrib, Height eft) area (sf) (Mn,root) 13.2 13,2 Net Uplift ( sf) -9.2 -9.2 N/A # Brg, Points Max. Uplift Reaction (Ibs) Page 7 XI.) Shear: Load'to ceilin roof diaphragm: Hei ht: 0-15 Total hz, Pressure = 346,5 15-20 114.9 Sanchez Residence 20-40 0,0 Unit Shear at roof diaphragm: v=R/b Unit Shear ( v ) =1 0,0 12612,0 lbs Total shear transferred to sidewall = 12612,0 lbs 240,81 79.81 0.01 Unit Shear at Midheight walls (v'): (Design case) O,Ol Total width of openings at mid-height wall: 25,5 ft Length of wall available to resist shear = 13,83 ft Unit Shear @ Midheight (v' ) =1 684.91 227.11 0.01 Select structural element to resist v' from SBC tables ie, 171O.2B 0.01 Shear capacity of structural element: 1050 plf Fv=35psi x 2(1.25si x 12")/ft=1050 plf 320.7(plf 9U.91Plf Required ltmgth of transverse shearwall =1 12.0 Jft Longitudinal shear: Height: Pressure: Contributing Height: Unit Hz, Pressure = Reaction (R) = Unit shear (v=R/I) = Tot. opn s. mid ht Unit Shear (v') = 0-15 25,2 11.0 277.2 5451.1 99,7 9,0 119.4 15-20 27.6 3,3 91.9 1807.4 33,1 9.0 39.6 20-40 33,6 -1.7 0.0 0,0 0,0 9.0 0,0 40-60 37.2 -21. 7 0.0 0,0 0,0 9.0 0,0 Total 7258.5 lbs 132,8 9,0 ft 158,9 Required length of longitudinal shearwall =1 6.9 lft Page 8 . X,) '':;hear (Cont.): Sanchez Residence Roof Diaphragm: Maximum shear at roof I wall interface = 320.7 plf Capacity of non-blocked sheathing (SBC Table 171O.2A) = 240,0 plf Capacity of blocked sheathing (diaphragm) = 360,0 plf (15/32" RS, wi 8d nails at 4" bndry, 6" edges) Half Building length = 27,3 ft Slope of the shear diagram = 11. 7 plf I ft Diaphragm length required to resist shear = 6.9 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 (pit) Endwall 0,0 320,7 0,1 * Length 5.5 256,5 0,2 * Length 10,9 192.4 0,3 * Length 16.4 128.3 0.4 * Length 21.9 64,1 Mid-span 27,3 0,0 0,6 * Length 32,8 -64.1 0,7 * Length 38,3 -128,3 ,0,8 * Length 43.7 -192.4 0,9 * Length 49,2 -256,5 Endwall 54,7 -320,7 Page 9 . . XI,) Summary: Describe the following: Sanchez Residence },) Truss fasteners, U lift er Truss = -380.2 lbs Simpson ETAq wi 4 - 10d x 1-1/2" nails (490 Ibs. cap each.) 2,) Girder Fasteners, Max uplift reaction= -760.5 lbs, 2 - Simpson ETA12 wi 4 - 10d x 1-1/2" nails (880 Ibs. cap. each end) 3,) IN/A 4,) Hold-Downs at 2nd Floor. Hold-Downs at foundation, Tie-down force req'd == 0.0 lbs. 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 = 911.9 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 = 320.7 plf Panel Grade Thickness Nail size Edge Spacing Boundary Spacing Length Rated Sheathing 15/32" 8d 6" 4" 6.9 Diaphragm: N/A (Pattern Case I) Elsewhere: Panel Grade Thickness Nail size Edge Spacing Intermediate Spacing Rated Sheathing 15/32" 8d 6" 12" Page 10 ---r CONTRACTOR #: NAME: RYMAN CONST. ADDR: 6638 FOXMOOR C/ST: Z/HILLS C E N T R ALP E R M I T TIN G DATE: 03/20/96 PASCO COUNTY, FLORIDA PAGE: 1 OF 1 I S::;;UE OFF 1 CE: D RECEIPT NUMBR: 00277776 OFFICE: DADE CITY FOR: C:HEC:I< # :=:~:22 . 03-26-21-0120-00000-0620 TOTAL AMOUNT: 40.61 COMPNY ACCOUNT CENTER AMOUNT DESCRIPTION/PERMT DATA B450 - 363000 - 2 40.61 ~***** SOLID WASTE FEE DRieR {so AceNT 1.14 HECEIVED BY , ,7"';' (/ t / i." I .. II (/ (.' . - -- ___0- ,- -.J--- __ _l._\.-L~...:. __ _ ____--;-;;.-._____ / / / ( , __..____,. .'_1~,:~~___,~. ' ~..",..~~ _ \. _..:. 'f"",__~~,"",~ T.....,..;.~,.,. .~..4i.~:.._ -;,_.~.~..1.~l!~~1~~~~-k.~.('~';(ji;,4i &.' "~-'-'~:'~ i ~"'.N~-r" ..~~~. "~=~~l~~~~,..=~~,,~:i~ /~ lj (J PASCO COUNTY, FL()RIDA Permit No. ,~., I ;' ,l Date Permitted Builder NamelOwner Name County Parcel No. Location Subd. Classification/Type of Use I TRANSPORTATION IMPACT FEE CALCULATION EXEMPT D Rate $ Zone No. Sq. Ft./Unit Prepared By Impact Fee Amount $ ,-,.~ ~.-.,-~ -" The above impact fee has be.en--established pursuant to the Pasco County Transportation Impact Ordinance as adopted by the Board of County c6iiunissioners. 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) RatelERU - 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. 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