The URL can be used to link to this page

Home My WebLink About96-5857 BUILDING PERMIT 0 ~- -. CITY OF ZEPHYRHILLS Permit N · . 5857/3 (813) 788-6611 Date 6---:L:J- -7 b Inspector Permit Fee }1 ,3!:J'-. ~ U All) L...------ Signature /' W- Company Address Telephone# ~-~~DD BUILDING 73- aD ELECTRICAL ~d~V PLUMBING 3-..S~ ~ MECHANICAL Property Owner: Job Address: 6 '13 Parcell.D. # --3 -::26 -,;)/-- t) /20 - Zoning: Description of Work .1 -9b 11-3'1/t #11. FINAL Complete Plans, Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. Valuation or Contract Price p~ 0 ~YJ tJ-o / '1 .s't Sewer Conn Water Conn: I J. '1 g; rfi / . , ? ,~C) ~ tJ7) ) b.i:. ~. t/v Water Meter: T.I.F.'s: DATE M City License Registration # State Certified License# ?(p~ 7/~~~//S---? U,/777 ELECTRICAL PLUMBING Tp. Servo SLB ~\\2,~ :3cZ-. Rough In ~...) -:J-q~ &6 Tub ~':>.;)-9t,B~ Meter can-~?-b A Water Const. Pole ~L WcJ;+-sewer a-~ l.{p -tiJ~ &:8 Pool Final Pre-Meter 9... 2D -9 ~ BA8 /" Final _A \ Driveway VI,I/rq(p 154-8 ~~ t4df1.C ~ ~ 1.~3~4fl.D~ Ftr.~ P,e SLB Lintel L!J,a.h...6{" &11 ';RM 9- !l~~ ~ I~SUI'.~~?~ ~ I#J5 .tA< ..:...___ / /-s<r- MECHANICAL Breakers Ducts InsI.S-....rs:;...9t? 6c7P Compressor Final REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade: a. Wrong Address ),/4 ~J ~_I..x~CJ~ -yk b. Condemned work resulting from faulty construction. C. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. I-J ,/~ ~ /-76 The payment of inspection fees shall be made before any further permits will be issued to the person owning same. DUILDER: N P ConstrucUon ADDRESS: 6439 Huntington Dr. OWNER: Gauci RADON GAS:I $ PERMIT FEES: ~ $ CONNECTION FEES:t $ WATER METER:I $ I" 27.191 735.50 I 1,628.00 I 165.00 I TRANSPORTATION IMPACT FEES:I S 99% $ 1% $ : I CREDIT:I $ SUB-TOTALl S IRRIGATION METER I $ 80.00 ~ 2.555.69 J 165.00, I 2,720.69 I TOTALl$ ~ ~ APPLICATION FOR PERHIT CITY OF ZEPRYRHILLS BUILDING DEPARTMENT Pf{(f~ eiJ'~-c' -9p OWNER · S NAHB.illrd-o. U t' i n (xl (:l1~O 0 0(111 (l i :::~~I~:~~~;-:C~~ir~ LEGAL DESCRIPTION: LOT (S) 8 S ~ BLOCK PARCEL I.D.' 0"\ - d ~ -;1./ - 0 l,;to - 00000 - 0 fSo . PHONE if} ~ xlo I - ~0{)t) Wud~Dn l-/. oLJf1-Lf2 / ~ SUBDIVISION~ VQ..r ()Qt ~ P~')Q. Cro WORK PROPOSED:.K,New Construction --..Addition --Alteration --Jepair _Install (OBTAIN FROM PROPERTY TAX NOTICE) _Sign PROPOSED USE: .Lsingle --.-.Hove _DeIIOlish F8IIily --.-.HI F _' of Units _M/H _<=<-ercial _Indust. _Swia. Pool _Other _Restaurant & Health Depart.ent Approval DESCRIPTION OF WORK: 1n CDn:YrUCJ a ~"irXllo -fhvnl It! h(Jm~ I X ,~square Feet, I ~ Height BUILDING SIZE: RESIDENTIAL: ATTACH (2) PLOT PLANS it (2) SETS OF BUILDING PLANS it (1) SET ENERGY FORMS. .----' COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS it (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. ;:UILDING huCTRICAL ~mAflrAL -LPLUHB~ffG PERMITS REOUESTED $ 8'9 OeD- JOD $ ~,IOO.-- . Valuation of Total Construction. ~lorida Power Corp. W.R.E.C. A.KP Service Valuation of Mechanical Installation GAS TYPE OF GOffSTRUCTION: X-BIOCIt FIIIISBED FLOOR ELEVATIONS: /' Yr. ~ ROOFING SPECIALTY _Fraae _Steel Other IS PROJECT IN FLOOD ZONE AREA? ~ .......................................... YES Signature 140 J---'. CONTRACTOR SECTION GOKPANY1lPC(ln~(U( +iptJ Ctcsfffi~ State Cert. or Regist. ,~~ Ji City License Registration' /~S~ .......................................... ~~ / COMPANY lJJQ,H..e.1 (Jockic ~ State Cert. or Regiat. . lR .. . City License Registration' .......................................... o t<../ BUTIJlER ()b08~7D 17,~7 , ('Po9("" S-/77) Of.- ~LlJKBER )ignatur~ ~ COHPANY PI,. ~ State Cert. or Regist. , . ~ City I.icense Registration f ... ...................................... .~... LZ:~ -. . ..../ / ..".~/ -_.. IECBANI~ n ,~iOn(n ate Cert. or Regist. , . A City License Registration , .......................................... tJ f( \.,// iignature !IIIEI :ignaturei/~1...... COMPANY IJ P (ON'>Jl1u<...T {DIAl (0, State Cert. or Regist. , 03[ OS-Co?-J6 City License Registration' /'7.'>10 .......................................... PPLICATION APPROVED BY PERMIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A.. NOTICE OF DEED RESTRICTIONS_ The undersigned understands that this perJit lay be subject to "deed restrictions" whicb^lay be jare restrictive tban City regulations. 'he undersigned assUles responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor lay be cited for a lisdeaeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirelents lay apply for the intended work, they are advised to contact the City of Zephyrbills Building Departlent, (813) 788-6611. FurtherlOre, 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 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 per.itting 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, have been provided with a copy of 'Florida's Construction Lien Law - HOIeOWDer's Protection Guide' prepared by the Florida Departlent of Agriculture and ConsUler Affairs. If the applicant is sOleone otber than the 'owner", I certify that I have obtained a copy of the above described docUJent and prOlise in good faith to deliver it to the "owner" prior to cOllencelent. E. COHTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the infor.ation in this application is accurate and that all work will be done in cOlpliance with all appliCable laws regulating construction, zoning, and land developleDt. Application is hereby lade to obtain a per.it to do work and installation as indicated. I certify that no work or installation has cOllenced prior to issuance of a perlit and that all work will be perforJed to teet 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 otber goveIDlentBl agencies lay apply to tbe intended work, and tbat it is Iy responsibility to identify what actions I lust take to be in cOlpliance. Sucb agencies include but are not li.ited to: t Departlent of EnviroDlental Regulation - Cypress Bayheads, Wetland Areas and EnviroDlentally Sensitive Lands, Water/Wastewater Treatlent I Southwest Florida Water Hanagele~t District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses t Arly Corps of Enqineers - Seawalls, Docks, Navigable Waterways t Departlent of Health' Rehabilitative Services, Environaental Health Unit - Wells, Wastewater Treatlent, Septic Tanks I US Environaental Protection Agency - Asbestos abatelent I also certify that, if fill .aterial is to be used in Flood Zone 'A" 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 per.it issuance. A perlit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor shall issuance of a perlit prevent the Building Official frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Every perJit issued shall beCOle invalid unless the work authorized by such perlit is cOllenced within six IOntha of issuance, or if work authorized by the perJit is suspended or abandoned for a period of six IOnths after the tile the work is cOIIenced. One 90 day eltension of tile, lay be allowed for the perJit with fee charge of $15.00. The extension shall be requested in writing to tbe Building Official. An approved inspection lUst be logged during each six IOntb period, or the project will be considered abandoned. WARMING TO OIfIER: YOUR FAILURE TO RECORD A NOTICE OF COHHENCBMBNT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVRMBNTS TO YOUR PROPERTY. IF YOU INTEJfD TO OBTAIN FINANCING, CONSULT WUH YOUR LEJfDBR OR AR AnORDY BEFORB RECORDING YOUR IfOTICB OF ClJtHBBCBMBNT. JOBS UHDER $2,500 IN VALUE DO NOT HERD TO RECORD AND POSY A "NOTICE OF ClJtHBHCBMENT". fltJ,- ~r- SIGNATURE: CONTRACTOR SIGNAtURIl: OOER OR AGENT StATE OF ~IpA . coom OF ~ The foregoing instrument was a~knowledged before me this 10~~, 19~ by I who is e or who has produc ~ as identification and who di~id not--> takn~n oath. ..1/ n ~1C\n 1\~~~ (Si nature) r- (Hame Typed, Printe Stamped) NOTARY PUBLIC STATE OF FLORIDA COUNTY OF 1-1 QJ' /Yl.n:JD The foregoing instrument was a~Wledged before me this 15f tP n10l~, 19 by niC~ J4-o~.c~ who is ersonally own~ me or who has produced as identification and who di~ not~ ta~~ <1<~' (S~nature) -ShAr en K ~ II a-t (Name Typed, Printed r Stamped) NOTARY PUBLIC \\"";::'1/ .::~~'p."^~.!":'!~"'" "OFFICIAL SEAL" .....~.... .."I ..'1't'~ I ~*:" @ '.:*:: Sharon KellY ~'~:"~^i~5J My C'Syni33:o1 Expires 08/22/99 ~;t/~.r;.:.~~';- Commission !fCC 490732 (11111"\\\\ .....'\\\\\~I~/!I/,,. t~~~~.~..~t~~ "O~F!C!AL SEAL" ~~:' :;~ Snc.:ron I\s!ly %~~ ~?j My COmiTIiS:iiOn Expires 08/22/99 ~,:;,oF f,",\~"", Commission #CC 490732 -./111\11 . . RESIDENTIAL CHECKLIST FOR NEW CONSTRUCTION PERMiTTiNG ____ Application completed in its ENTIRETY. c/11~~A . Check if contractors and subs are currently registered. tI ,~ ~Orida Energy Efficiency Form completed. ~t Plan. 0~operty Survey. UTWO SETS of Engineered Building Prints with electrical, plumbing r. mechanical diagrams. ~- Homeowner, check for proper "Homeowner's Affidavit" form. ~ilver Oaks Subdivision - need compliance letter. liP ;JJ I R-O-W Use Permit, if applicable. Give Elevation Certificate, if applicable. .~e:,::~fY Water r. Sewer Service. ~an. Review Pee ($,O~7q. ft - $15 min~. , f Amount Paid $ & . Date oJ -t, - f Received by: ~dg~- ~\,.L~~~AO ~ cf2)7/913.(7 , C# $O~idSZ- C15 en 96 CJ9 :57 '::;/,1'::,- T At'IF'A/ '::;ALE'::; ~ Ill] . 77E:, F'[1[11 . . 105/01/gt:, 09= C50 05181/1996 e8:3~ Rr37823j21 8137823321 S I L \./EROAKS PAGE 01 PHRMIT'rIIIG APPROVAL FORM FOR SIL CITY OF ZEPH~RHILL8 BUILDllfG DI! L3~)) <<6'- !if} 1 . - .......,.....'.~.....'.....,~-,,,..,...,.... .... - ", -."-.,...."..,-.-....___ _h....'.~. '___ .__ ~.... i To Whom it May Concern: Please be advi..d that the full set of Cone ruction Plans inclUding site or plot plan has been submit eo and apptovod by the D.R.C. cOmmittee for: \... N . P. C.., )-r.-u<:.'l10.J Co BuILDBR- a~-4 ~es - '3"o~ PIfOffI t~~ ~ ~~~ :n ....1. Al)BMSS S'~Vt: .f.\'4- eIn C \ I'<:'-C" ~L. STATE I~+'-Db IP '1 ! POIt: .s;- LOT . 'So ,f...\If:"R. O~S ,~ e:,~ PffAH G-_. (MfBR Gt ~c:., /I- - ~tP- q, Dift silllifi:I'TIm - ~ u_.... ~ ., i--_. -..- - ---... - - -., ~ 1 (81~) t88 Oaks 782-6900 j i 1 I 1 1 : j APPROVeD BY: ~.'tt. brand fax transmittal m~ 767~. ~ .' . MANUAL J: 7th Ed. RIGHT-J: Vl.74 . I SIN 4164 Job #: N P CONSTRUCTION For: GAUCI,RES. LOT 85 SILVER OAKS ZEPHERHILLS RIGHT-J SHORT FORM F. By: SENICA AIR CONDITIONING,INC. 5132 COMMERCIAL WAY SPRING HILL, FL. 904-597-5977 12-08-94 F. Const. Quality # of Fireplaces Htg Outside db 40 Inside db 70 Design TO 30 Daily Range Inside Humid. Grains Water HEATING EQUIPMENT COOLING EQUIPMENT Make RHEEM Model RBHA21Jl0 Type AIR HANDLER Efficiency / HSPF Heating Input Heating Output Heating Temp Rise Actual Heating Fan Htg Air Flow Factor Make RHEEM Model RPKA42JAZ Type CONDo UNIT COP/EERISEER Sensible Cooling Latent Cooling Total Cooling Actual Cooling Fan Clg Air Flow Factor 7.5 o Btuh o Btuh o Deg F 1885 CFM 0.047 CFM/Btuh Clg 91 75 16 M 50 54 a o 10.2 o Btuh o Btuh o Btuh 1885 CFM 0.048 CFM/Btuh Space Thermostat Load Sensible Heat Ratio 81 NAME ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ROOM AREA : SQ. FT. : CLG BTUH HTG BTUH HTG CFM CLG CFM WHOLE HOUSE ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 2005 : o : 40268 : o : 35398 : 4000 : 1885 : o : 1694 191 2005 ============================================================================ 1885 Entire House Ventilation Air Equip. @ 0.95 RSM Latent Cooling 40268 : o : I I I I 39398 : o : 37428 : 9288 : 1885 TOTALS 2005 : 46716 : ============================================================================ 1885 40268 : 1885 : MAY-06-96 MON 09:45 NP CONSTRUCTION CO. lEGA' OESCRIPTlON~. M/\, vr CVVI'IIJM'" vV" Y '- . tc.";:(;) 2>5 ,Block -=-_ _..' of the Plat of S\Ul~ ~'.::~~~~~ o~ recor ad in Plot Book ~, Page~.c:;l.,p.4,~, of the Public Records of p~o '~ FC-Ia. 'It." .. \0"2.1.. If / 50' ...~'. tA-r "f-I . ~I · I N ~ I 0 ~ J ~ ~ I - . I ~ I ~ ~tll i:'t I ~ v ..)N Fu (. t'J.. ill te>t.t..1 ----.f------.-.... ___.__..L.. ~ ~I&J :3 ~ (------ ) N.c:rr~ I ~l~ \J~~ ~IIlC eI& If''Ut.. ~~"lcJ <.. ,J.. tn..,t 'C)' ~l" J, P. ~:::t9 .-, os County, Florid, "'---./y 9Jr n-e.>- ~I",,~''''''- - IO'~\'-.J. ~ .<\ .t: <. JJ. :) q 0 .00' <..1":) DU<...WL. .~~ F=t-l ~ \ h.. .. .. \ ot..L La-r ~S ~ Lt:r\ &4 ~ J- ~ ~ r \j c:\.(....~ n*, ii\~ 0, at ~'~ F'U" r It. ~ ~ lot.1.. ~i~ k~ ~~~ ~i .!:..f'l ~. 01.- 10' 2tt" \oJ. qo .t)o ' (f";) &'l.~o' I.foI.) c\z.. oe:.' '7"-u--- ::i '^ ..-Lz~ or ,..Jr. f,JIN Ct ~ 8, W. ~~ o,/'J HU.J-r\Jlo \b~ Dt2-\JE. ("0' fl,.l\J ',1}\,t,; ~~~ ~.....~, c:' ~~No f"U'" t--\.bt L C, ~_ .""Z/.sIo (fOWl ttr (b(J~) \ ~ I CA" u:..., ~ G:,rt.o-J t:... - 11'-~ N 1Io 0, ~;~ N,t O. . ~1 ~_~ "-'II. I.)f) ri~r. . n(~!I~ . nUl!) p...K/ . )<""" ~ OfSl: - l;IIO\mO . ~WJS . co.u - ...,Ie '" l"JH.J:.1~' . CHr:l'1l . Q;QIlO 8f AA1>I<) - IllC>iT a- WAY - CQl1Ul!.lW\: - ... R t;1)O< Qj TY.JHt1l . CN..CIJU TIll .. PUT .. ~ SlA8 - ~AJoll}H lY1l TR<:l PO ~ I PARTY CHIET: ~ REV. DR"'M~ ~,-.l~- CHECKEO: --_..._-_.....-.._-.....__.....~. . tWTf:-1 n" nlAl1:Y 'tIAS N\r:.PMfll '04lHOUI M IIOU11 cr ~nlAC! ~ nn( W4Io1INOH, nq)lI1Oll NO OUAll,l,HTtU I't.P.T-'HWO TO R"~l~ g;.r:^J~T1, ~o;1la:IlDi~ QIl OlHOl !lIIIlM IUTmlS H.'~ NO l"~~O\~ IiSTAlI.AlllJlo/'S all1I'fI(1,t;VOm tlA~ tUN LOC. AIO) OCO'T A.~ !Il1O'/ltl. N" 'l~l1 C1" RtCX:Wl R(IU,l';~O ~~ 1l1~r<; ~ WH. Aim 00 OtIirn!lllr M!1f rUR~[~ t.rn>T A~ ~O\llj. l't'Il~ C\:lfnrU IH~' A ~f 01 I\<( f<<'.)-l t'l<,(n.l'.(l 1'Il(.""JHY "~.s lJiU VloOlll \lY $.HK>'tl,I\li }HJ wa:f'3 nlt ~1o',N T[all.c.N. ST""~~M1S v rcll"lH !Y'I}<<; /1.0110'" BOIollO ~ ~51()UL LAl<O SI.:nYE;~ CWJ'TtII ItC17-e, n."""Il~ 1ojl\llHl!ltP,,1M( Cor>( ~<;tJ Sl:cl1\l1J "Hi'll" n< ~M STAl'\.rTt1. ' INOT VALID U~12:L ~ OA80SSr.O SEAL ~ -.--JJ f I ) N t~002.-e N. n."lda A,... H-; +- 'Tampa, 1'1 :1)813 ROti^LD~AGE, ---=7.LS. '466~===-_~n \I !: lani itCO-4C80 - -=r~-= ---E~- ,^",' ~~2 ::;--:~L FlUet) ZONE INFOOl.tAf10N: W!U:CII'MI'l'lTY SUCWII-I N~ L.O ~ n!l\l 7()1[ ~ ~'C TO n. I[ f\A T1~. rcooo ~~tl:~RAn; \/"'. \XlI4I1JH11Y kO.J..2&a...Q.o _ , All C. '1'. ._ _ . taro_~___~ IItWln') I~\ \ 1 '-_ m!ll("ll I"\.OCA CUVAnrn SII~ 111U~ (>>I HA~ONAL (l.(X'(N' ,\p'lICJJ. OAlUI (14<M)\ iOH. ~'tJ ~ "TQ II~ ~ AClJJUCY ~, C'f!1~m 9'( "11;( ~~~r.J~. l'n-',lJor. AlC.l A~ .I.tlUI>Ilit1l.TI.... MURRAY &: ASSOCIATES. INC LAND StIR~NG ~ Y+I s 1JJ . - - - - ~ - . - - - - - - - - - - - ~. - - - - - - - ... - . . - ~ .- - -. - - - -- _. - - - ... - - - - - ... - - ... - - - - - - - - ... - - - .. ... ... ... . - PROPERTY LINE 90.0" !'l n 0- EASEt1ENT 49. 2- IMPROVED LOT . 15. 10- 0 C In .- "" . -0 ... 0 t: ,." 3>>- oc ~ I.&J ,." a. :I ~ ,.., Co ~ 611" 6- - ------------- 17" n- TO WATER METER I:UMJ)EP. Jr.ROUHD ~El[CT _ 20' 6- 56"0- WATER HETER POWER 0 PROPERTY LINE 90_0' 16 FT CONC_ DR lYE TO SEWER \ 4 F1- CONC. 91DEWALK HUNTINGTON DRIVE LOT 05. Sll YER OAKS- PHASE ONE SITE PLAN U1 o = . I HPROVED LOT ~ '" = ~ ,." :la :1 r- Z ,." -0 SEWER CONNECTION GREG & NATALIE GAUCI tUSTOM HOME & POOl SCALE: 1--20' DRAVN: 4/10/9(; BY: NICK PROSCIA NP CONSTRUCTION CO. 13g7 KASS CIRCLE SPRING "'LL.. FL34606 ------_._-- I ItrNSI' NO_ tn t051l711l , .. .....,.... .. .. ...' '.' .... . . . ....... ..,..".....,.................., .P';L\."T A. E...Jv:rfZv"Q"':" . ~ORe.W ~Z1 HN ~ "PA.,.. E..: -'t. 2-5 - 9~ prbJect name: N.?, CON~I'\JCT IO....J GA..'-'c, I 'i<.'E..~, =~::~~ ~ ~---_~.__ _ _ _ J~~~.Q__ _g~~~____ _______ ___ _____________ _ ______ __ __ _ __ __ RES IDE N T I A L WIN D DES I G NAN DAN A L Y S I S A product of EDA Software, Inc. -------------------------------------------------------------------------- **** GENERAL DATA **** Permanent construction L-shaped building D ----------------------------_._---------------------: I I I I I I I I I I I I I I I I Bearing wall at roof level (----Plan outline of residenc.:; ------Ridge------ , , v I Bearing wall at roof level :------------------------------- E Bearing wall----) at r'oof level <---Bearing wall v : <------------- A -------------): (------- B -------): : <---------------------- c ------------------------): All dimensions are out to out of walls. Dimension A = 35 feet Dimension B = 21 feet Dimension C = 56 feet Dimension D = 51.167 feet Dimension E = 13.33 feet Roof overhang in long direction from outer face of wall = Roof overhang at short end wall from outer face of wall = Height of exterior wall to top of plate on long side Roof cross slope = 5 /12 1.33 feet generally o feet generally = 8 feet V.A.12..JE.5 Wind velocity = 100 mph All ends of building are hip-ended Building has one or more porches f/td D"ata entry by: ANDREW JOHNSON Date: 4-25-96 '3Ui'1MARY o F H U R R I CAN E A N C H 0 R DES I G N SEMCo hurricane anchors Member number 1 --Span 36 feet--Iocated in interior zone--Model TAP8 Member number 2 --Span 36 feet--Iocated in end zone-------Model TAP8 Member number 3 --Span 21 feet--Iocated in interior zone--Model TAP8 Member number 4 --Span 21 feet--Iocated in end zone-------Model TAP8 . Member number 5 --Span 9.33 feet--Iocated in interior zone--Model TAP8 Member number 6 --Span 9.33 feet--Iocated in end zone-------Model TAP8 SUM MAR Y o F H U R R I CAN E A N C H 0 R A N A L Y S I S All forces are in pounds. Resistances have been increased 60 percent. End zone width : 8 feet Code: C : Compliance N = Non-compliance SEMCo hurricane anchors Member 1 --Hip roof--Span 36 feet, at 24 inches oc--in interior zone: Uplift = 939 Dead: 440 Net = 499 Model TAP8, Resistance: 840 C Model TAP8----14 gauge anchor, 5--10d nails to truss Member 2 --Hip roof--Span 36 feet, at 24 inches oc--in end zone: Uplift = 939 Dead: 440 Net: 499 Model TAP8, Resistance: 840 C Model TAP8----14 gauge anchor, 5--10d nails to truss Member 3 --Hip roof--Span 21 feet, at 24 inches oc--in interior zone: Uplift: 597 Dead = 264 Net = 333 Model TAP8, Resistance = 840 C Model TAP8----14 gauge anchor, 5--10d nails to truss Member 4 --Hip roof--Span 21 feet, at 24 inches oc--in end zone: Uplift = 597 Dead = 264 Net = 333 Model TAP8, Resistance = 840 C Model TAP8----14 gauge anchor, 5--10d nails to truss Member 5 --Porch roof--Span 9.33 feet, at 24 inches oc--in interior zone: Uplift = 436 Dead = 124 Net: 312 Model TAP8, Resistance: 840 C Model TAP8----14 gauge anchor, 5--10d nails to truss Member 6 --Porch roof--Span 9.33 feet, at 24 inches oc--in end zone: Uplift = 576 Dead = 124 Net = 452 Model TAP8, Resistance: 840 C Model TAP8----14 gauge anchor, 5--10d nails to truss ~f} SUM MAR Y o F CON S T R U C T I 0 N----P AGE 2 **** HURRICANE ANCHORS **** SEMCo anchors End zone width = 8 feet Member 1 --Hip roof, Slope 5 ,/12, Span 36 ft., at 24 In. oc--interior zone Model TAP8----14 gauge anchor, 5--10d nails to truss Member 2 --Hip roof, Slope 5 ,/12, Span 36 ft., at 24 in. oc--end Model TAP8----14 gauge anchor, 5--10d nails to truss zone Member 3 --Hip roof, Slope 5 ,/12, Span 21 ft., at 24 In. oc--interior zone Model TAP8----14 gauge anchor, 5--10d nails to truss Member 4 --Hip roof, Slope 5 ,/12, Span 21 ft., at 24 in. oc--end Model TAP8----14 gauge anchor, 5--10d nails to truss zone Member 5 --Porch roof, Slope 5 ,/12, Span 9.33 ft. , at 24 in. oc--interior zon Model TAP8----14 gauge anchor, 5--10d nails to truss Member 6 --Porch roof, Slope 5 ,/12, Span 9.33 ft. , at 24 In. oc--end zon Model TAP8----14 gauge ancho)" , 5--10d nails to truss ~1J SUMMf~RY o F CON S T R U C T I 0 N----P AGE 3 **** ROOF SHEATHING AS SHEAR DIAPHRAGM **** ** Transvelse ** Roof tlusses ale Southeln Pine lumber, spaced at 24 inches Sheathing is STRUCTURAL 1 plywood, 15/32 inch thick, no intelmediate blocking Sheathing has no intelmediate blocking Fastenels on panel ends are ad common nails spaced at 6 inches Fastenels in panel interior are ad common nails spaced at 12 inches Total length of shearwalls = 29.5 feet ** Longitudinal ** Roof trusses are Southern Pine lumbel, spaced at 24 inches Sheathing is STRUCTURAL 1 plywood, 15/32 inch thick, no intelmediate blocking Sheathing has no intermediate blocking Fastenels on panel ends are ad common nails spaced at 6 inches Fastenels in panel interior are ad common nails spaced at 12 inches Total length of shealwalls = 22.5 feet ----------------------------------------------------------------------------- **** ROOF SHEATHING FOR FASTENER WITHDRAWAL **** Intelior zone (area Ri) Roof trusses are Southern Pine lumbel, spaced at 24 inches Sheathing is 4a in. by 96 in., 15/32 inch thick Sheathing has no intelmediate blocking Fasteners along end tlusses are ad nails spaced at 12 inches Fastenels along into trusses ale ad nails spaced at 12 inches Edge stlip (area Si) width = 4 feet Roof trusses ale southern Pine lumbel, spaced at 24 inches Sheathing is 4a in. by 96 in., 15/32 inch thick Sheathing has no intelmediate blocking Fastenels along end trusses are ad nails spaced at 12 inches Fastenels along into tlusses are ad nails spaced at 12 inches Roof trusses are southern pine lumbel, spaced at 24 inches Sheathing is 4a in. by 96 in., 15/32 inch thick Sheathing has no intermediate blocking ---------------------------------------------------------------------------- *** REI N FOR C E D MAS 0 N R Y TIE B E A M *** Size of concrete masonry beam = a in. x 8 in. nominal ( 7.625 x 7.625 act) Top reinfolcing steel = 1 --# 5 Bottom reinfolcing steel = ~ --# 5 Reinforcing steel cover at top is 1.5 in. End of veltical tie column bar is to be bent into a standard A.C.I. hook. //! ~~l' SUMr1ARY o F CON S T R U C T I 0 N----P AGE 4 **** TIE COLUMNS **** Tie column number 1 : Concrete masonry with Masonry mortar is Type Reinforcing steel is Grade 40 Tie columns are single heavy aggregate, 8 inches wide, ~ psi S ~e:l/:!)O Bars are centered in grouted cells. cells with 1--# 5 each cell, at 120 inche Tie column number 2 : Concrete masonry with Masonry mortar is Type Reinforcing steel is Grade 40 Tie columns are single heavy aggregate, 8 inches wide, ~ psi S ~D Bars are centered in grouted cells. cells with 1--# 5 each cell, at 120 inchc Tie column number 3 : Concrete masonry with Masonry mortar is Type Reinforcing steel is Grade 40 Tie columns are single heavy aggregate, 8 inches wide, ~ psi S ~~ Bars are centered in grouted cells. cells with 1--# 5 each cell, at 48 inche: Tie column number 4 : Concrete masonry with Masonry mortar is Type Reinforcing steel is Grade 40 Tie columns are single heavy aggregate, 8 inches wide, ~ psi S 3~~o Bars are centered in grouted cells. cells with 1--# 5 each cell, at 48 inche ~f! ". SUM MAR Y o F CON S T R U C T I 0 N----P AGE 5 **** REINFORCED MASONRY SHEARWALLS **** All shearwalls are Masonry compressive Steel is Grade 40 Required lap splice 8 inch concrete masonry with Type S mortar strength is ~ psi on net area ~~ = 40 bar diameters (25 in. for #5 bar, 30 in. for #6 bar) T,-ansverse: Shearwall 1 is 48 inches long with 1--#5 in single grouted cell at each end Shearwall 2 is 48 inches long with 1--#5 in single grouted cell at each end Longitudinal: Shearwall 1 is 60 inches long with 1--#5 ln single grouted cell at each end Shearwall 2 is 60 inches long with 1--#5 in single grouted cell at each end ~l .. SUM MAR Y o F CON S T Rue T I 0 N----P AGE **** FOUNDATION SIZE AND REINFORCING **** ~ooting is a turndown slab Footing is 16 inches wide by 16 inches deep 7 ~fl .. SUM MAR Y o F CON S T Rue T I 0 N----P AGE **** FOUNDATION SIZE AND REINFORCING **** Footing is a turndown slab Footing is 16 inches wide by 16 inches deep 7 q:f) f I *~,<*: QESIGN OF T1E COLUMN NUMBER 1 **** Concrete Ultimate masonry with heavy aggre a . strength of r . f gte, 8 Inches wide eIn orced masonry I'~ ~ . '" ~v PSI .:k,cJ Masonry mortar is Type S Reinforcing steel is Grade 40. Bars are centered in grouted cells. Tie column units are single cells with l--Number 5 bar each cell Tie column units are spaced at 120 inches Tie column: Width 7.625 in.---- Length 7.5 in.---- Area 57.1875 sq. in. Modular ratio--steel to reinforced masonry:.: 18.125 Splice length is 25 in. minimum Total outward force on tie column :.: Tie column actual bending moment Stresses in psi: (All allowable Bending: Reinforcing steel Grouted masonry Shear in masonry Axial tension Combined tension Footing dowels to match tie Axial forces: Uplift Dead load Difference (tension) Tie column spacing Net tension on column 1946 pounds :.: 1783 ft-Ib. :.: 485.0552 plf :.: 391.9696 plf :.: 93.08563 plf :.: 10 feet :.: 930.8563 pounds stresses are increased by 1/3 for wind): Actual Actual Actual Actual Actual column :.: 21605 :.: 1010 :.: 38 :.: 3034 :.: 24639 bars for size Allowable = 26666 Allowable :.: ~I~~ Allowable := 51 Allowable :.: 26666 Allowable = 26666 and spacing. ------------------------------------------------------------------------------ *** Summary of Design *** Actual grouted masonry bending stress exceeds allowable stress. Rei nforced masonry tie column r,",IL.3 LV \.;vIII......I.,-- wi th Code requi rements. C"",,(='1..1 E:~ , ~fJ /I VI **** DESIGN OF TIE COLUMN NUMBER 3 **** Concrete masonry with heavy aggregate, 8 inches wide Ultimate strength of reinforced masonry is ~ psi Masonry mortar is Type S 3~~o Reinforcing steel is Grade 40. Bars are centered in grouted cells. Tie column units are single cells with 1--Number 5 bar each cell Tie column units are spaced at 48 inches Tie column: Width 7.625 in.---- Length 7.5 in.---- Area 57.1875 sq. in. Modular ratio--steel to reinforced masonry = 18.125 Splice length is 25 in. minimum Total outward force on tie column = Tie column actual bending moment Axial forces: Uplift Dead load Difference (tension) Tie column spacing Net tension on column 1213 pounds = 1718 ft-lb. = 485.0552 plf = 452.4334 plf = 32.62177 plf = 4 feet = 130.4871 pounds Stresses in psi: (All allowable Bending: Reinforcing steel Grouted masonry Shear in masonry Axial tension Combined tension Footing dowels to match tie stresses are increased by 1/3 for wind): Actual Actual Actual Actual Actual column Allowable = Allowable = Allowable = Allowable = Allowable = and spacing. 26666 €::r&ef I 3 ~ ~ 51 26666 26666 = 20812 = 973 = 24 = 425 = 21237 bars for size *** Summary of Design *** Actual grouted masonry bending stress exceeds allowable stress. Reinforced masonry tie column F-~TI c t8 e8m~ly with Code requirements. C ~1'Yl pl.lE. ~ f u;fl14 . . Department of Community Affairs SN: 3030 FLORIDA BNERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A ~ CENTRAL PROJECT NAME: GAUer RES. :BUILDER: NP CONSTRUCTION ~ AND ADDRESS; LOT 85 SILVER OAK'S :PERMITTING :CLIMATE ZEPHERHILL'S :OFFICE; :ZONE: ~ 5:_: 6:_: OWNER; ;PERHI'f NO. :JURISDrt~TrON NO. CK 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily-No. of units 4. If Multifamily, is this a Worst case (yes/no) ~. Conditioned floor area (sq.ft.) 6. Predominant eave overhang (ft.) 7. Porch overhung length (ft.) B. 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) !O.Net Wall type area and insulation: 8. Exterior: 1. Concrete (Insulation R-value) d. Exterior: 2. Wood frame (Insulation R-value) 8. Adjacent: 2. Wood frame (Insulation R-value) !l.Ceiling type area and insulation: a. Under attic (Insulation R-value) !2.Air distribution systems a. Ducts (Insulation + Location) 3.Cooling system 4.Heating System: S.Hot water system: 6.Hot Water Credits: (HR-Heat Recovery, DHP-Dedicated Heat Pump) 7.Infiltration practice: 1, 2 or 3 8.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 9.EPI (must not exceed 100 points) a. Total As_Built points b. Total Base points 1. New Construction 2. Single-Family 3. 0 4. 5. 2005.00 6. 2.00 7. 8.00 Single Pane 8a.381.0sqft 8b. O.Osqft Double Pane O.OOsqft O.OOsqft 9a.R~ 0.00 , 236.40 ft 10a-l R= 5.00, 1501. OOsqft~__._ lOa - 2 R'= 1 1 . 00, 227. 00 s q f t ___ lOa - 2 R = 1 1 . 00, 336. 00 S q f t__ 11 a. R= 19.00 , 200S. OOsqft..____ 12a. R= 6.00, uncond 13. TyP€: Central Ale SEER: 10.20 14. Type: Heat Pump HSPF: 7. SO 15. Type: Electric EF: 0 . 97 16. 17. 18. 2 19. 19a. 19b. 80.34 27779.63 34575.60 ~~-~-------------------~------~------------------------.._-------------------~= ---------..--------_~N_____ ________________~~~~~______________________~_______ : Review of the plans and specifications f 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. , , , f I I - I f r I I I , I REPARED ATE; hereby certify that this building is n compliance with the Florida Energy :JG€. ,mER/AGENT; ^r,"'~. '1..l,_. BUILDING OFFICIAL: DATE: . . Department of Communi ty Affairs SN: 3030 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM" 600A-93 ReGid~n.tia.l Component Prescriptive Method A CENTRAL PROJECT NAME: GAUer RES. :BUILDER: NP CONSTRUCTION ANn ADDRESS: LOT 85 SILVER OAK'S lPERMITTING :CLrMATE~ . ZEPHERHILLts :OFFICE: :ZONE: 4~.~:_: 6:_: OWNER: lPERMIT NO. :JURISDrCTrON NO. New con6truction or addition , Single family detached or Multifamily If MUltifamily-No. of units If MUltifamily, is this a worst case (yes/no) Conditioned floor area (sq.ft.) Predominant eave overhang (ft.) Porch overhang length (ft.) Glas6 area and type: a. Clear Glasa b. Tint, film or solar Screen . Floor type and insulation: a. Slab on grade (R-value, perimeter) a.Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R-value) a. Exterior: 2. Wood frame (Insulation R-value) a. Adjacent: 2. Wood frame (Insulation R-value) 1.Ceiling type area and insulation: a. Under attic (Insulation R-value) ~.Air di5t~ibution systems a. Ducts (Insulation + Location) 3.Cooling system CK 1. New Construction attached 2. Single-Family 3. 0 t.Heating System: i.Hot water system: ..not Water Credits: eRR-Heat Recovery, DHP-Dedicated Heat Pump) '.Infiltration practice: 1. 2 or 3 . HVAC Credits (CF-Ceiling Fan, CV-Cross vent, HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) .EPI (must not exceed 100 points) a. Total As_Built points b. Total Base points 4. 5. 2005.00 6. 2.00 7. 8.00 Single Pane 8a.381.0sqft 8b. O.Osqft Double Pane O.OOsqft O.OOsqft 9a.R~ 0.00 , 236.40 ft 10a-1 R= 5.00. 1501. OOsqft~_.. lOa -2 R= 11. 00, 227. OOsqft._ 10a-2 R=11 .00, 336.00sqft~ 1 1 a . R = 1 9 . 00 . 2005. 00 s q f t _~._ 12a. R= 6.00, uncond 13. Type: Central A/C SEER: 10.20 14. Type: Heat Pump HSPF: 7.50 15. Type: Electric EF: 0 . 97 16. 17. 18. 2 19. 19a. 19b. 80.34 27779.63 34575.60 ----------------------------------------------------------------------------~ 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 j t , I ! I I ( I , I I - I I I hereby certify that this building is : compliance with the Florida Energy : iE: . : f I I I f I -IER/AGENT: rE: BUILDING OFFICIAL: DATE: ~********************************~**~~~****************************************" SUMMER CALCULATIONS **********************x******************************************************** ::::== BASE =:=:;; ;;== AS-BUILT =:::= =====~=========~~=====::::=====~=====================~=====::::==========~::::===::::::::~===~ GLASS~~~----~__~__~~~~ I t ORrEN AREA x BSPH ::: POINTS I TYPE SC ORrEN AREA x SPM x SOF = POINTS I p~---------~-----------~~----------------------------------------------~------~ N 85.80 82.2 7052.8 SGL CLR N 43.8 51 .0 .54 1215.1 SGL CLR N 42.0 51 .0 .50 107" . 0 E 65.00 82.2 5343.0 SGt CLR E: 65.0 109.2 .31 2209.5 S 74.00 82.2 6082.8 SGL CLR S 74.0 100.2 .27 20'16.7 W T56.20 82.2 12839.6 SGL CLR W 84.2 109.2 .31 2862.2 SGt CLR W 72.0 109.2 .26 2044.2 ~N___~---~~___W__M____~__________________________._~=__~_____~___________~___~__ .15 x CONDo FLOOR I TOTAL GLASS:::: ADJ. x GLASS = AREA AREA FACTOR POINTS ADJ GLASS POINTS GLASS POINTS ~---"~~--------_____h____________~__~___________~~______________________~_~___~ .15 2,005.00 381 .00 .789 31,318.20 24,721.65 : 11,4'18.69 ---~~--------------~--------~--------------~--~----------------------------~--- -----------------------------------------------------------------------~._------ NON GLASS---------~__ : AREA x BSPM = POINTS: TYPE R-VALUE AREA x SPM:::: POINTS ~~~-~~~~----------------------------------~---~--------~---------------~~------- WALLS- - --- -., - ---. __ ___ Ext 1728.0 1 .0 1728.0 Ext NormWtBlock In 5.0 150"1.0 1 .00 l 501 .0 Ext Wood Frame 11 .0 227.0 1 .90 431 .3 ~.dj 336.0 .7 235.2 Adj Wood Frame 11 .0 336.0 . 70 235.2 JOORS--w---------____ ~xt 40.0 4.8 192.0 Ext Insulated 20.0 4.80 96.0 Ext Insulated 20.0 4.80 96.0 \dj 20.0 1 .6 32.0 Adj Insulated 20.0 1 .60 32.0 ;EILINGS--~--w-______ JA 2005.0 .6 1203.0 Under Attic -r 9.0 2005.0 1 . 10 2205.5 ~LOORS---------______ :1b 236.4 -31.8 -7517.5 Slab-on-Grade .0 236.4 - 31 .90 -7541.2 :NFILTRATION-------_~ 2005.0 10.9 2'1854.5 Practice #2 2005.0 10.90 21854.5 ._---------~-~~~~-~--~-~-----------------------~--------------------~~~--~----- ._------,.~--~----------------------~--------------------------~----------------- 'OTAL SUHMER POINTS : 42,448.83 : 'OTAL x UM PTS ----~----~---'~~~~~-------------------~----~---~------------------------------- _._--~---------------------------------------------------------~--------------- 30,329.03 SYS'rEH MUtT ;;:: GOOLING : TOTAL POINTS : COMPON x CAP x DUCT x SYSTEM x CREDIT = COOLING RATIO MULT MULT MUtT POINTS 42,448.83 ~'----~--~--~-.--------~------------~---___w~_~~~~~__~________________________~ .37 15j706.07: 30,329.031.00 1.100 .332 1.00011,076.16 --------------------------------~-~-~~-~-~-----------------------------~--~~~- - - - -.- - - - -- -,' - -..... .... ..." ..'.-.................... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -~ --..... -.... _. - - - - - - - - - - - - - -- WINTER CALCULATIONS *****~*************************x********x************************************** ******************************************************************************* ~;:;:= BASE === ;;== AS,.BUILT ==:.:: ORrEN AREA x BWPM ~ ~======~======~========~====;;===~====~========~======~======~~~======~======~~= I 1 POINTS : 'rYPE sc ORrEN AREA x WPM x WOF == POINTS GLASS-----~--~____~o~ -----------------------------~------------------------------------------------- N 85.80 -3.4. -291.7 SGL CLR N 43.8 9.6 1 .30 548.0 SGL CLR N 42.0 9.6 1 .34 540.3 E 65.00 -3.4 -221 .0 SGL CLR E 65.0 -2.2 -4.32 618.0 S 74.00 -3.4 - 251 .6 SGL CLR S 74.0 -10.9 -1.01 814.2 W 156.20 -3.4 -53'/ . j SGL CLR w 84.2 -2.2 -4.32 800.6 SGL CLR W 72.0 -2.2 -5.04 798.3 '------------------------------------------------------------------------------ .15 x CONDo FLOOR I TOTAL GLASS - ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS u___~.~_______________________.________~.______________________________________ .15 2,005.00 381.00 .789 -1,295.40 -1,022.55 : 4,1'19.50 ------------------------------------------------------------------------------- -~------------------------------------------------------------------------------ ~ON GLASS-------_____ : AREA x BWPM = POINTS: TYPE R-VAUJE; AREA x WPM ~ POINTS .~~_w____________________________________~_____________________________________ ~~LLS----------_____~ ~xt 1"728.0 1 . '1 1900.8 Ext NormWtBlock In 5.0 1 501. 0 2.90 4352.9 Ext Wood Frame '1-1.0 227.0 2.00 454.0 ,dj 336.0 1 .8 604.8 Adj Wood Frame 11 .0 336.0 '1.80 604.8 IOORS=-.----_________ '.... i' 40.0 5 . 1 204.0 Ext Insula.ted 20.0 5.10 102.0 r^ ~ Ext Insulated 20.0 5.10 102.0 .dj 20.0 4.0 80.0 Adj Insulated 20.0 4.00 80.0 EILrNGS-----_____~__ A 2005.0 .6 '1203.0 Under Attic 19.0 200.5.0 1 .00 2005.0 LOORS-~------_______ Ib 236. !t - 1 .9 -449.2 Slab-on-Grade .0 236.4 2.50 591 .0 NFILTRATION----_____ 2005.0 4. 1 8220.5 Practice H2 2005.0 4. "f0 8220.5 ~===~~~==~~=======~====~=====~~=====~=====~~===~====~====~======~===========~=. ~TAL WINTER POINTS : 10,7/d.39 : 20,63 'I . 70 ~==~========~~~===~=======~============~~==============~========~====~=======~== )TAL x [N PTS SYSTEM MULT = HEATING ; TOTAL POINTS : COMPON x CAP x DUCT x SYSTEM x CREDIT = HEATING RATIO MULT MULT MULT POINTS 10,741.39 1.10 -----------------------------------------------------------~-----------------.~ '11,815.53: 20,631.701.00 "1.100 .454 1 .000 10,303.4"1 :~========~=============~~===================~========~===~======;=======~===~==== . ....;., ******<<~******.*~*****~******************************************************** WATER HEATING ~**~~*******~******~***********{:***~******************************************* =::::: BASE === NUM OF 8EDRHS ~==~=========~~~===~=~==~=~=====~=~=====~=========~=====~~===============~:===: ;:=.::: AS-BUILT === x MUtT = TOTAL : TANK VOLUME r I EF' TANK RATIO x MULT x CREDIT MULT =: TOTAL ------------------------------------------------------------------------------- . 2 3527.0 7,054.00 : 40 .97 1.000 3200.0 1.00 6,400.00 ==~=========~=====~==========:==========~=~========~=====~================~=~==~ *******************************************************************'~*********** *x*******************************~**********xx********************************* SUMMARY === BASE === =~===~~~==~~=~===~==~~==~=====~~=====~~=~~====~==~======~=~========~~=~===~==~= ~OOLrNG HEATING HOT WATER TOTAL : COOLING HEATING HOT WATER TOTAL :JOINTS + POINTS + POINTS = POINTS : POINTS of POINTS + POINTS - POINTS =~= AS-BUILT === ._----_.._---_._---------------------------~~-----------~-------------~--------~ 15706./ 1'/815.5 7054.0 34,575.60 : 11076.2 10303.5 6400.0 27,779.63 '=~===~=~2~===~~~~====~=~============~==~===~=~================:~==~======~===~= *******x********* * EPI =: 80.34 * )~********~*****x* . - For detailed info~mation of the EPI rating number or for any ITEM listed, ask your Builder for DCA Form 600k"93 01' f,'o1~m 600B- 9 3 EUERGY GUIDE EPT; 80.3 The maximum allowable EPr i5100. The lower the EPr the more efficient the home :---------------------~=---------x-.------: o 10 20 30 40 50 60 70 80 90 100 RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOHE VALUE Low Efficiency High Effic.iency iINDOWS.................... .Single Clear SINGL CLR CNSULA'l'ION. . . . . . . . . . . . . . . . . . ~X-__M____-----____~~_: DBL TINT Ceiling R-Value......... 19.0 R-l0 Wall R-Value...... ... 6.6 R=O ~---------x-----------~ R-30 Floor R-Value......... 0.0 R-O :---~--~-----------x--: R-7 IR CONDITIONER............. ~x----~---__-__-_____~~ RN19 SEER/EER. . . . . . . . . . . . . . . . .. 10.2 10.0 SEER 1 7 .0 9.7 :x--------___________~: ERR 16.0 EATING SySTEM.............. Elect.r ie COP/HSPF........ 7.5 6.8 HSPI? 12.0 Gas AFUE. . . . . . . . . . .. 0 . 00 0.78 : --X-.......------_________=_: AFUE 0.90 \TER HEATER....... . . . . . . . . . ~-~----~~~------------: Electric EF. ............. 0.97 0.88 Gas EF. . . . . . . . . . . . .. 0.00 0.54 ~-------------~------x: 0.96 So.lar EF.. .. ~ .. .. ~ .. .. .. .. f .. , .. :---------~------~----: 0.40 0.80 0.90 ~ER FEATURES... .. ....... .. :--~~-~---~~---------~~ .. .. .. .. .. .. .. .. .. . . .. .. .. .. .. . .. . .. .. .. .. .. .. .. certify that these energy saving features required for the Florida ergy Code have been installed in this house. .~ dress: Builder Signature: Date: ty/Zip Grida Energy Code for Building Construction _ 1993 orida Department of Community Affairs FL~EPL GARD93 ~ Nicholson Engineering Associates. Inc. P.O. Box 10474 . Brooksville, FL 34601 (352) 799-0170 FAX (352) 754-9167 7468 Horse Lake Road August 21, 1996 Zepherhills Building Dept. Re: Huntington Dr. Silver Oaks To Whom It May Concern, Install~~f inch truss straps nail to tru~s and 3 5/16 X 3 inch tap con~ "fti,"to lepti 1 where required. ...<{.... ~/.....' e"it'if' ." '" Tg~..You, ?ffh' "' -' ',' ;' , ' j::', ,- I. ~ ~., t' ~ I , . L- N . "as w. M' ciiolson P. E. ,CbO.lOSll En l.ne,!ilng Assoc., Inc. " ~ Environmental Engineering. Drainage. Transportation. Subdivisions J ~:1 : r:; .-::: flF " '." j .::; T r;:. '-' C:" I U II co... ., P. --32 r"ASCO COUNTY !i'I,OIUDA - ----- --------------- ------- --, -------------- Hill/dl" NiI/)j(' II h" flel r";;"IK I 't'llllil No "S ..~ J' ') I / /) I .f 't :l1;f 'Ii / 'I :> <,: (,' 1,,)../ , ) " I' )/ I ..,. /' / , ,I t. .' } l ,/ I . . / ) / I ) r,. , (. /};IIC /"'III/llled ",/; .) ,_'J - ;/ (, ('''"f111 I':/lu" '\'''. CI<I\\iJ"il:t1I"1i!l Yl'~' ..t t:\(. }! ./'/ I , ,-.;\ (1', 'i. ( .,1 <' ' f (./ ,S' \ () H.Jk ) n(J\ l"J\/'u/n '\I/UN Jr, II', \ ('/ Fn: 1"/\ Ie l fI\ TI/l<"~ " )\....' " ~..." /~, ). \ I." '/._ '-',J ..1 :( /"bJ.,-, I") .t.., t ... .\uhd. -.... - _.. -.---. -.- - -----.-.-----.--- - - '.. ,. ...- . -- - - -.. - -. . .. -.- - .......___h _ __, _ 1:.\11\1/' I . -- .- --.- - '')'1 1 t ,1~1l1l ~;, 11'1.' :\'1,\, - . . '- -. - l/J'p;J( I h'c :\',lIllllll ~ --~'-.c I'rtj':lIcd By HI:\II'i:rn/,\/. PI'')()UI~( 'I; HI:CO\'I-/O' 1\,')SF,~\,\r\f'N 1 , J", ,'h,,,,, ;"'1'"., "'" I"" h, c,:,,, """ I, I;, I I" I I""',,,., ", I" , he ",,"" ( " "'" I. -, '"'' 'r",,, ," i"" " "" w, 0,,,; ", "" c' '" ," 1",,"',1 h, 'h" /l""", "f( ''''''H, <''''''''';', """'-", - H;, ," "",,,,, ;, ''',', Ih" 1'/1 10/1 ,,, ,/." 'v,,,,, "''C' ..I " (',,, 11;'-",,, ..f O""'''''''y Of if{iI!lr.rilY 10 urili/c fhe Ih..rUlIlkd !'fr!l"'U,\,. "-' -, - . .--.. . ,- I'\U."" I J N/). lTlljl~ I ~!I)N I< 1(11)1 ;N/I..\ I. Hale T H fJ~o !Ill I y,:" r nr'/,o. Ill,' /);/.1' (;" I';'. '';'1. "r 1(;\1, i\\'('\'IIl~'II( tN'1 (In II '-I " (i,').1J1) \ INn. II;r\~;) /:,\1' I\I''''},'/f No. II) I .\ /. FI 'I: .~ .\" c'<,II/('fll ((;\/-J \ 1L/{II) \ W.137) x (No. Ih}s) lOll , j II I r/\ I. l'U~ .~ I " r '::' 1, '''',::. r u F: 1 i'I : co :3 II F" C (.1 t I ~'=; I G: IJ '., 1 lUll C: U . 'I /', ( .' I / ( I( " \: '-, .- '. '" I .r. />.;-'0-" ".-'--" .~ i \ ' 't ,': II! p.03 , "0 ~ . I.