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Home My WebLink About95-5072 BUILDING PERMllo- CITV OF ZEPHYRHILLS Permit N.. (813) 788-6611 PmpertyOwn.., f1J~' Job Address: t, ('3 Sf ' . ' j) A_ Parcell.D. # d 'd b ~/)..J ~ ~ I...!:.--o - /J /)CJ cJ 0 ,- CJ~ 0 Zon;ng, . 'if,. n-"~e'T' . ~"'OOG':3i:Y Descrrptlon of Work LA..<...J At (f/~ ........~A-h.. ,) .L~ >Ii b / /.-~() BUILDING P~':.S7J ELECTRICAL b :l ,--57J PLUMBING --5072-15 - , - Date 7~---9J- ~--. tri) MECHANICAL Sewer Conn /;2. .?cf". t/-p Water Conn: 3'-1.?:J.?IV, , ~ I~.s-, Vt>~~ Water Meter: / "'..5...... P"'7;J U T,I.F.'s: .- Complete Plans, Specifications and Fee Must Accompany Application, All work shall be performed in accordance with City Codes and Ordinances. Pre-lOOter FPC (Betty) Nancy 07/07/95 11 :37 A.Me Ao~t-- ELECTRICAL ~91 PLUMBING PI " "PBs~ ~"2q-qS B lLL Tp. Servo ~ ~ Rough In 1~.c, r 'l.L et '1- r'\, ct 5 eu L L.. Meter Can . ~ -y..r Water Const. Pole 'l-'1,q 5 .~~ Sewer ~,1.lr~7 ~ bID- Pool Final V 'tJ-/:,..--c?) &L.~' ,Pre-Met~r jO -(o~ii) &lS Finalt//tJ- jrt;> ~J3 Driveway JO.,,;)-q~as ~ 'l,~,<f$ B~ ~ ~, ~ ~ -q $" ~ 11- L- ~{qL ~l>tS" I,t l-'1' ~ hN A L-- 70 .-1.3-'1) 8,,,t., 'ff9 REIN~PECTION 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: JJuiL ~~J 7-S-PJ- p-I 10 - /.3 -;b- NO OCCUPANCY BEFORE C.O. Valuation or , Contract Price / g: 'I3:J., tJi) , City License Registration # ~3-7 State Certified License# /1~~~ &Js A.7t"" ;~;, 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. FINAL /0 r-(~. ) DATE C.O. /0 -Is "7~ ~ D TE Inspector Permit Fee tZ Signature ~ ~ " Company Address Telephone# 70 '1- S-~1 - Y15'L e'i' ~ -4fT-A-/L. MECHANICAL /~r Breakers Ducts Insl. Compressor "'/!il!Z Final V:1()-13 ~S The payment of inspection fees shall be made before any further permits will be issued to the person owning same. APPLICATION FOR PERMIT CITY OF ZEPIIYRBILLS BUILDING DEPAR'l'KERT : OWNER'S IIAHE Ed (+J R-v l-'" Dp.,v.:i OWNER'S ADDRESS 21 ~Jb POfl'\~/'~ Tv-~ /;ve:5>/i Ct'-'1'_I; ~~o .l~r-stY 003 N\>,'#.. '-':;.Jc,<. (k,v.... -Z-e ~~tL-~;tJ) ,.1{)J~/b- LEGAL DESCRIPTION: LOT(S) ~I B~SUBDIVISION Si }V-llil OwKs f:)~~/~", PARCEL 1. D.' 0 ";... 2(P - U - () J ~O - 0000 .. Q 2/0 (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED:..kaew Construction ----^ddition ----Alteration ~epair _Install' PHONE Y/3.- '175 - Z 39'- JOB ADDRESS _Sign ~ve _Deaolish PROPOSED USE: XSingle Feaily ----14/F _' of Units _N/H _ec-ercial _Indust. _Swia. Pool _Other DESCRIPTION OF WORK: ---Restaurant &: Health Departaent Approval 5, ~J~ R:.~/ Iy ~,~/~ S~t<-l-J C~k t!>/~A. tv!:.).- fI.-- II 0' a/'ll! BUILDING SIZE: 5'1 x '?, , 'l7iOY Square Feet, I Height RESIDEIITIAL: ATTACH (2) PLOT PLANS &: (2) SETS OF BUILDING PLANS &: (1) SET ENERGY FORMS. COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS &: (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. X BUILDING ~BLECTRICAL ~CIIAlIICAL ~PLOIBING J PERKITS REQUESTED ' 1.1 D o/)~; ~ S [) I Valuation of Total Construction ZOo AIIP Service ~Florida Power Corp. S ~310()'~ W.R.E.C. Valuation of Mechanical Installation GAS .X ROOFING SPECIALTY TYPE OF OORSTRUC'fiON: ~Block _FraIIe _Steel Other FIllISBBD FLOOR BLEVATIOIIS: g~ Fl. IS PROJEC'l IN FLOOD ZONE AREA? k YES NO .......................................... Si8lJllture COIITRAC'lOR SECTION mKPAIIY 1S, 'II fi~ t..)y~J; :1:-<.._ State Cert. or Regist. . C. () City License Registration . .......................................... RIJTl.DRR RI.RCTRICIAIII Sionature (j<,~~ E,.:~.... k/~/v.'L State Cert. or Regist. t IL 000"7- City License Registration t .......................................... COMPARY cp:~ PLUMBER COMPANY O~Y'\~T P\ u YY\ ~ n~ D". . u \I~ ~ State Cert. or Regist. . cFCC l./2,9'1 ~ Signature ~ City License Registration' 9 I ...... .. ................................ (!~~' ()-~ IIBCllARICAL ~ COKPANY J T (, N.l DML). //.1, 11 State Cert. or Regist. t - co Signature t/'~/... ~ City License Registration . ... ..................................... OTRRR 9- ~ COMPANY ,-/~.J; :r...~. ~ <- State Cert. or Regist. t L Si8lJllture U ~. City License Registration t .......................................... APPLICATIOR APPIIOVED BY ),fd~ /!I..--L~ PERKIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. '. NOTICE OF DEED RESTRICTIONS The undersigned understands that this pel'lit JaY be subject to "deed restrictions" which Jay be lOre restrictive than City regulations. the undersigned asSUIBS responsibility for COIpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner bas bired a contractor or contractors to undertake work, they JaY 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 lisdeteallor violation under state law. If the owner or intended contractor are uncertain as to what licensing reguiretents JaY apply for the intended work, they are advised to contact the City of Zephyrhills Building DepartJent, (813) 788-6611. FurtheIlOre, if the owner has hired a contractor or contractors, be 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 Jay be an indication that he is not properly licensed and is not entitled to pel'litting 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 "Plorida's Construction Lien Law - HOJeOI01er's Protection Guide" prepared by the Florida DepartJent of Agriculture and ConsUJeI Affairs. If the applicant is sOl8one otber than the "owner", I certify that I have obtained a copy of the above described docUJeDt and prOlise in good faith to deliver it to the "owner" prior to COJJenCetent. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the infoIJation in this application is accurate and that all work will be done in cOlpliance with all appliCable laws regulating construction, loning, and land developlent. Application is hereby lade to obtain a pel'lit to do work and installation as indicated. I certify that no work or installation has COBenced prior to issuance of a pel'lit and that all work will be perforJed to teet standards of all laws regulating construction, City codes, loning regulations, and land developleDt regulations in the jurisdiction. I also certify that I understand that the regulations of other governtental agenCies tay apply to the intended work, and that it is If responsibility to identify what actions I lUSt take to be i11 COIpliance. Such agencies include but are not litited to: t DepartJent of EnvirODJeDtal Regulation - Cypress Bayheads, -Wetland Areas and Bnvirolllelltally Sensitive Lands, Water/lfastewater !reatJent t Southwest Florida Water Hanagelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses t AIIY Corps of Engineers - Seawalls, Docks, Havigable Waterways t Depart:Jent of Health i Rehabilitative Services, EnvirODleDtal Health Unit - Wells, Wastewater !reat:Jent, Septic ranks t US EnvirODleDtal Protection lqency - Asbestos abatl!lent I also certify that, if fill taterial is to be used in Plood ZOne "A" or "A,etc.", it is understood that a drainage plan addressing a "C0Qen8ating volUJe" will be subJitted which is prepared by a professional engineer registered in the State of Florida prior to pel'lit issuance. ' A pertit 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 pertit prevent the Building Official frOt thereafter requiring a correction of errors in plans, construction, or violations of any code. Every pertit issued &ball beCOJe invalid unless the work authoriled by such pel'lit is COJJeJlced 1dthin six IOIlthS of issuance, or if work authoriled by the pel'lit is suspended or abandoned for a period of sil IOIlths after the tite the work is c.eoced. One 90 day l!Itension of tite, tay be allowed for the pertit with fee charge of $15.00. 'fbe l!Itension shall be requested in writing to the Building Official. An approved inspection lUSt be logged during each sillOllth period, or the project will be considered abandoned. WAIUlIHG 'l'O (MfER: YOUR FAILURE !O RECORD A lorICE OP COMMDCBIIBH MAY RESUL! II YOUR PAYING ftfICE FOR IMPROVIMElft'S 'f0 YOUR PROPERn. IF YOU IIIUIfD OB!IIH PIIAlfCIIIG, COISUL! WID YOUR LINDER OR 11 A'f'fORIIY BEFORE RECORDIHG YOUR HorICE OF COOIEICBMEII1'. JOBS ,500 II VALUE 00 NOt' NEED !O RECORD AID POS'f A "NorICE OF COMMEIlCBMEII1'". SIGHA!URE: COIl1'RAC'JOR S'fA'I'B OF FLORIDA COUIIfY OF The foregoing instrument was acknowledged before me this , 19_____ by who is personally known to me or who has produced as identification and who did/did not take an oath. .....~.;..... DOREEN L. WOOD /~~~~":... MY COMMISSI6N' cc 191575 EXPIRES ~(~~~~ April 29. 1996 '~;;'.....c'f..: BONDEDTHRUTROV FAIN INSURANCE,III:. 1;;,RfIl~'" ,. -I _..._-~-_.-, , I I Bulu)IN& EL.&L 17l. \L.- itu~ rn~tW1LAt- 5vB'IO -r;tl- U(tl-i)lT 7o'TItl- .s6.&J~ WItLf-.~ M~ "TbTY'I L BLLL- Pori. Lcr..)S~ fdo?f.f 1Jo~t.Atk ~ i)'L '~I- :,... '.-.....,.. 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" """,,,"",,,,,,"".'''",,,''",,,,,,',',,,''"''"''",''",w''",',,ww,',www,,,,,,""w,,,,,,,,,"",,,,,,,,,"".',w,"",w,,ww"",,',',ww.w,',"","",,"",,,,,"",\, > \ ;;, I ~ ~ I ~ ~ I t I ~ PERMITTING APPROVAL FORM FOR SILVER OAKS CITY OF ZEPHYRHILLS BUILDING DEPARTMENT To Whom it May Concern: Please be advised that the full set of Construction Plans including site or plot plan has been submitted and approved by the D.R.C. committee for: 1>,1 \ ?ot:., BUILDER PO. 80;( %5- STREET ADDRESS ci~~ \ b'l FL STATE FOR: 02/ LOT t '?/Jao~ :zc PHASE to - I ~-.9.~ DATE SUBMPrTED APPROVED BY:!' . : '\\~. /.? i ' // ! /' i ~~~~~~" ~~~ PHONE 33593 ZIP ._,~iS OWNER NAME ~ -/~ ~ ?~ DNl'E APPROVED 7025 Fort King Rd. Zephyrhills, Florida 33541 (813) 788-0aks 782-6900 i Ja ,e:;l ~I.a "v,8l ~I.a "v, lG - , If) ~ c-\ 0Jl I 'J / " V "- / C:JH '" /' bH '" / '<;t~ 1-1 / '" I'- ELI EEv 'J ~0~ '" " H~ "'" '\ / " IIN "- / , " ~ ,"" '\.. // '" ~J3 ~ ~ '" V ~ '" '" If' / " '" '" / '" ~ '" V ~ ,,~ V ~ '" / V w ~ ~ CL ~8 (f) ~7 / " :r ~ '" / u w u 170 / w CL ~ 00 W :I ~ CL (f) U CL '\, / (f) w (f) / ~ M ~ .~ CL ::I r- ~ u u :r ~ l' :r: W W (f) :r '" / r7Ji/ CL ~ ~ (f) :r: /~ u '" '" ,,/ ~ Q\ W / :r: CL "/1"- (f) 7 ~ 1/ ~ / / El: / 7 [/j / / " I ~-81 "- - (f) 0::: , 0 f- ~ f- Z C) 0 ,I U W t--i Z <( <( > <( L') 0 cr: t--i (\J I Z -..1 (f) f- 0::: r- 0::: I--i -..1 I Z 0 ............. W 0 0 -..1 /"'" 0 (f) M > <( Z <( U W Y: 0 0 I--i 3: L8H / .!f'\ a) Y: <( -..1 3: W 0 0 f- a) = / f'- = <( 0 -; -..1 X 2: WI ~ 0.- 0::: W ::=J -..10.- I / " ' - r- (f) (\JI W -..1 L') 2: - = -..1 I--i f- > C\J 0.- Z (J\ -..J > f-O::: -..J r- t--iQ X t---i <( 00 t---i ............. - IO = a) 0 -..J Z (f) \.0 (\J (f) - OJ f- 118,9E e.1.os ,8L +~-1 1- IIl/Le:; ~l Department ~f Community Affairs - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 ' Residential Component Prescriptive Method A CENTRAL 4 5 6 OWNER: ~~~ CLIMATE r:;r" D D ZONE: ~5 6 JURISDICTION NO.: ~ PRO,tECT .NA,ME: AND ADDRESS: ,..,4 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily-No. of units covered by this submission 4. If Multifamily, is this a worst case (yes / no) 5. Conditioned floor area (sq. ft.) 6. Predominant eave overhang (ft,) 7. Porch overhang length (ft.) 8. Glass area and type: a. Clear glass b. Tint, film or solar screen 9. Floor type and insulation: a. Slab on grade (R-value + perimeter) b. Wood, raised (R-value + sq. ft.) c. Concrete, raised (R-value) 10. Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R-value) 2. Wood frame (Insulation R-value) 3. Steel (Insulation R-value) 4. Log (Insulation R-value) b. Adjacent: 1. Concrete (Insulation R-value) 2. Wood frame (Insulation R-value) 3, Steel (Insulation R-value) 4. Log (Insulation R-value) 11. Ceiling type area and insulation: a. Under attic (Insulation R-value) b. Single assembly (Insulation R-value) 12. Air distribution systems a. Ducts (Insulation + Location) b. Air Handler( Insulation + Location) 13. Cooling system (Types: central-split, central-single pkg" room unit, PTAC" none) 14. Heating system: (Types: heat pump, elec, strip, nat. gas, L.P, gas, room or PTAC, none) 15. Hot water system: (Types: elec" natural gas, solar, L.P, gas, none) 16. Hot Water Credits: a. Heat Recovery (HR) b. Dedicated Heat Pump(DHP) 17. Infiltration practice: 1, 2 or 3 18. HV AC Credits (Type in Letter designation: CF-Ceiling Fan, CV-Cross vent, HF-Whole house fan, RS-Attic radiant barrier, MZ-Multizone) 19. EPI (must not exceed 100 points) a. Total As-Built points b. Total Base points PREPARED BY: I hereby certify thai thi OWNER AGENT: DATE: ~~~,,~ a Energy Code, Z, -Z$- It, DATE: ./- Review of plans and specifications' covered by this calculation indicates compliance with the Florida Energy Code, Bel onstructio is completed, this building will be inspected for compliance in accorda h Secti 3,908, F,S, ~ ..l./lA-A-d. 0 -1- Please Print CK 1. A/e. 2. srL) 3. 4. 5. /77p7~ 6. r:;;Z ,- 7. tJ - Single Pane Double Pane 8a. Jo~ , / sq. ft. sq. ft. 8b. sq, ft. sq. ft. 9a. R= t:J , o:;8B, I. ft. 9b. R= , sq. ft. 9c. R= , sq. ft. 1 Oa-1 R= ~ /~...s.s- sq. ft. 10a-2 R= // -57 sq, ft. 10a-3 R= sq. ft. 10a-4 R= sq. ft. 1 Ob-1 R= sq. ft. 10b-2 R= II .2S'7 sq. ft. 10b-3 R= sq. ft. 10b-4 R= sq. ft. 11a. R= JtJ ,2IICJ sq. ft. 11b, R= sq. ft. 12a. R= ~ , uA/e- (cond.luncond,) 12b. R= , __ (cond.luncond,) 13. Type: c:!..5 SEERlEERlCOP: /()J() 14. Type: #/ HSPF/COP/AFUE: c..,B 15. Type: G'~& c" EF: '" 71 16a. 16a. 17. t?L 18. 119. 88.. ,.y 9 I 19a. .3.;z~71. /6 19b. -3(4 '7..11. ~.s- COMPONENTS I ** tNFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** ~======~==~==~===========================================~=============~======== SECTION REQUIREMENTS FOR EACH PRACtICE CHECk ----------------------------~-------------------------------------------------- ---------~------_._~--------------------------------~------------~---------------- PRACTICE #1 606.1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. ...------------------------------------------------------------------------------------ ltJindows 606. 1 Maximum of 0.34 CFM per linear foot of operable sash crack (includes sliding glass doors). E~d;et- ior 8~ r'\djacent Doot..s ---------------------..-.----...---_________.._M___.________._________.___......._______._________________________ 606.1 Maximum of 0.5 CFM per sq. ft. of door area: solid core, wood panel, insulated or glass doors only. E~;tet-iot- .Joint;s 8~ Cracks ~----------------_.M.._N.____~_____W__.____._______._.----__M____.____w_______________________ To be caulked, gasketed, weather-stripped or other- wise sealed. 606. 1 PRACTICE #2 ..---------------..--------.-...-.--.------.-----.--.-----.-----------.----.----------------------- COMPLY WITH PRACTICE #1 AND THE FOLLOWING: 606.1 -----M._______N__.___.__W______M.________________.._.._w..___._~n_N._"_.._____.________.___.___.._._.___.___.__._____M_________ E~,; ter ior Wa 11 s 8~ Floor's 606.1 Top plate penetrations sealed. Infiltration barrier installed. Sole plate/floor joint caulked or sealed. E~;terior llJalls 8! Ceilings ---------------------------------------------------.------------------------------------- 606.1 Penetrations, joints and cracks on interior surface caulked, sealed or gasketed. I:II.l I.: tWOt" k ----------------------..------.---..-..-..-..----__________M_~________.._....._______.____._..___________________ Ductwork in unconditioned space must be sealed. 606.1 ------------.--..---..----..-.--.---.--..--.-------.-..------------.-------------..--------.-.-------------------- F.it-ep 1 aces 606. 1 Equipped with outsIde combustion air, doors and flue damp~?n,;. E~,;haust Fans ---------------------------------------------------.---..-..------.---.------------------------ Equipped with dampers. Combustion devices see 606. 1 . A. 2. 606. 1 ComblJst ion Heating ----------------._-------_..._---_._--_.._~----_._--------------_._-._~~---_.._.._.._------------_._-_.._--------------..---- 606.1 Combustion space and water heating systems provided with outside combustion air, except direct vent appli.ances. ----.-----------.--.-----.-..------.-.--.-------.-------..---.-.---------..----------._._._____.__NM_____________________ ~Jater He..at;et-s ~* OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) ** ---.------.--.-----.....-..-.--..--.---.----.-..----...-------.--n______________w..n_...________N_..____________._N__.______________ r; 1.:;~. 1. Comply with efficiency requirements in Table 6-11. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. Swimming PCII:,),S 8, Spas ...---------.--.----w.---"....-____._._______._______w----.-.--..-.--M-__._____..______.~.___.._w_____.__._______ 61.2." Spas and heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. Showet- Heads ---.----------------------.----------.-.---..---------.---_______w_M_______M_.__.______________________ 6"2.1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. _._-------------_._--._._---_..__.~-----------_._-------.------------------.------------------------- Air Distribution 610." f:iys tems All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, ins- ulated and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet. HVAC Cont;rols _.___._w___________._______._________..____..__.___.__------.h___~____....__._..N_._...____._._______.____________________ 607.1. Insulation -----------------------------------------._______.w________________.____.__________________ Separate readily accessible manual or automatic thermostat for each system. 604. 1 602.1 Ceilings minimum R-19. Common Walls - Frame R-lt or CBS R-3 both sides. Common ceiling & floors R-1t. ,. Department of Community Affairs FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Whole Building Performance Method A Custom :SUILDER: Bill Poe Construction 21 I Silver Oaks :PERMITTING :CLIMATE i Oy:.7FICE: F'a';:,c(:. ct./. : Z(JI\~E: 4 i _ ,,5: iPERMIT NO. :JURISDICTION F:unt.'l COOit!,'.'9:::~ PROJECT Nit!,riIE: t.I\\D i:\r.:)DRES~:;):: DWI\\ER :: 1....1 ../ 1\'1 1.}.:':';"!. 'v':1. '::;;. 1. New construction or addition ~. Single family detached or Multifamily attached 3. If ~1ult:i,'i'amil'/"-Nc'" o'f unit,:" 4. If Multifamily~ is this a worst case (yes/no) 5. Conditioned floor area (sq.ft..) 6. Predominant eave overhang (ft.) .. Porch overhang length (ft.) c. Glass area and type: d, C 1 e<~1. f' G 1 ,;:\';:,',;:, b .. '1' .i n -1:; }I 'f .i. 1 in () 'r" '::~ () ], i::\ '( .~:; c: '( (,,::.! c:! r"j 9. Floor type and lnsuldtion: d. Sldb on grade (R-value~ perimeter) 10.Net Wdll type ared and insuldtion: d. II r:? :....: t t:::"( i. () Y" ~: 1. It C~ () n c: '( t.:.:, t ;::;:.; (I j"'l '::;; u. I .:':';'1. -1:; :i. () n F{... \/ .:':';~ 1 U. *2 ) an E~terj.!::)l"~ 2" WI~ocj 'f}~afne (Ii"lSlj:Lati()i'l R-vall~e) L I If i~\ d .j <"::i, c: (."::.:1 j"", -1:;; ::;:~ " L.'J () () d 'f '( .:::'~ Hi (.:.:.:, (I n "::;; u 1 .:':':\ -1:; :L () j'"'i n .... \/ .::":i. 1 U 0::: ) 11.Ceiling type area and insulation~ a. Under attic (Insulation R-value) 12..Air distribution systems a. Ducts (Insulation + Location) 13..Cooling system 14.Heating System~ 15.Hot water system: :I. C. H(:. t I;,J",\ t; E! '( C r ~:~d it,;:, :: (H I:~ "'!"'I\'".,:~ t n0~ co v €0 '(' Y ~ DHP-Dedicated Heat Pump) 17. In'filti...,,:\ti()1"1 p'(acticf.~':: 1~ 2 Oi'" :3 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, HF-Whole house fan~ RB-Attic radiant barrier, MZ-Multizone) lS.EPI (must not exceed 100 points) a. Total As-Built points I,.. 'T'(:.t,'it. 1 f::a';c.;E':' poi nt':;:; 81\\ ~ ~) 15':;) CEI\!TF~t,L I .....1 I tj I - - l\lO II f:; :l. :1. ()()() ,.....!... i....' f'.. 1. New Construction ~. Single-Fdmily o '"'\ ...:lu 4.. 5. 19'3:2 .. 00 f::J" :? II ()() l II E~ n ~::;() S :i, j"'1 [i 1 E' P d l"'Ii:? [3,::,~. :3 0 r,::, . 1 ~,; q f t ::Jb.. O. O~;:;qf t Do 1..\ b I f:~ PanF: O..OOsq'ft O. OO~;q-f t 9anf~:= (.)IIU() ~ 288uOO ft 1 () .::\ ....:1. F~ :::: (;~ II () () , :I. Od ,..,:2 F~:::: 11 .. 00, :I. 0 b ..,':? n:::::I.:I... () i) ~ :l.t-;:3~:511 ()().sq.y:t____ ~.:5'3 II (1 ()':::; q f t ____ :::::.::1, '7.. ()O'::;; q -r t _____ 11a.R=30..00 ~ 2118.00sqft____ 1:;;::,,:1.. F{:c: b.l):) ~ unconc:l 13. Type: Central AIC !3EE:F: 10.00 14. Type: Heat Pump 1..,\SPF: C. 80 15. Typ(;?~ Elf:~ct'(ic: EF' ~ o. -:;:1. . ,- ,l b. :1.7.. :I.e. .t:.. 19.. 1 ':3a.. :I. ':)b. E~ E3 It .::{. I:) :::;:26'71 . 18 ~~ r; ':;:,1:2: :I. . .::\- ~:,:5 ....-----.--......-..---...--.............-..........--..-.....---..-..---..-..-...............,.-.....-.-.-..-....-..............-.....-..-.....--..--......--.............-.........-................-..-....-.--.....-...-----... -..---..-..........-..---..--..---.--.....................-..........-........-...-.-.....-..........-......-.--..-......-........-......-------.----.....---....-.-.-.--.-....-.--..-..-..-..---..............-- I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Code. I.., I"'EF'\ " F'\ X'" Y" 'L" ~' ./.. /~ / " "', ':, "l"~ ',';:,)..1 ,::. Y : _ _~~ ~~_ __________ Df\TE:: 7-/2-;-7c -------- ----~~~---------_.~ 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 ~5~5:3 It ';J()f3 r:- II ~:; IS I hereby certify that this building is in compliance with the Florida Energy C:()(]c:.'ts e~8~ 13I..J I I...D I I\j(; ClFF I C I r-\L ::n7."':':.5=(:~n_"',__..n__n_n_"'" DliJNE r~ / I'\CF:.NT:: i'" I; (\'T!:::.: ;~ .*.~.*.**.***.*.**.***~..~.****.*****.*********.*.*.~.***.*.~.**.**.**~..***~,.x..*.*.****************.***.*.~.** SUMMER CALCULATIONS :::::::::: BAf.3E :::::::: .*~.*.~**.**************.~**********.~.~********.*.*.*'*******'M'*******************'*'~'**'*'~** ::::::: ,.:: (~[:l"" ElU I L T :::::::: ::: ..-.....--.-,---------.....-....,.-....-.-......--..-.-..-------...-..--..-.....-.--....-.-..-------------..---............----......-..-..--..----..-..-..-.---.-..-.-.-.....-.---.....- ---..-.----..----..---..-..----------...---......-------------.-..-..----.-.--------------------....--------..-................---....-..-.------.-.---.---,...-- GLASS---------------- ORIEN AREA x BSPM = POINTS : ~\I ~.s~5 R ~5() 11 . ~50 '31:.1~5. ~3 E~ ~~ R ..:.. f3 :;~: a :2: 4~::j62. :I. j''.JI'::: E ':}f~5E5" !::5 1. :t '7 II ~5() E~ :~~ 0 .1... 1'" ~::I ~5~':; II f;() 4405. ':) E5::~~ II :? V,) ~:5 C~ II :::5 () =-..1....' " Ci.1:;.n .,:.. .::\-(;.::\-.::\-. ..;:; I\IVJ 11.. ~jO U:.::.. :.:: 1:~II;.l ~5 0 :.~ E;GL. CL R ~3(31... CI... R ~;;(3 L. C L F~ ~3(3L. CI... r-~ E;CI... CL F~ ~3GI... CL R SGL. CLF< ~3GL ;,_,L R E;CI... CL.F; 51.0 SC OF<IEN AREA X SPM X SOF = POINTS 21::(.0'707 TYPE N I'~E F E r.:-c:: t::" '.oJ'.oJ q ...J 1 L ~5 21. ~j ...,. .-, ..... I I a .1::. :l.0'::!.2 1 0'3. :::~ 100..2 :I. ()O.. :? 109..2 I::)i:::;.. () :?c) 0 () ;::; c: .._.1 3~:311 b liJ [~11 c) 4Ei. ~5 1.1 .. ~,:j Ii..j 1. ()f] R ~~ I\IV,J '::.1~.7 II :? .:1.5 X COND. FLOOR / TOTAL GLASS = ADJ. AREA AF<EA FACTOR . 1~:! 1. , I~?IJ:::: .. ()c) ~3C)C~ II 1. () -..---------------------..----..-..------------.---..---------..-------------..-----------..-..---..---..---..------------..---.....-....-.----..-....--.---- -..---.--.-.,-.-.-...,.-..--..----..-.--------.------.-..----..--..-.---------..----..-.----.--...--.......-------.-....-.-.-.-....-..-.-.-...-..-.--.-. 20, 2';)3. lO -" GL..f',~)U POINTS i!.l,DJ GL!.I,f.3f:;) PO I NTf:3 R 1::7'7 (.:; :2~:!, 16 1 . 4 :~~ 24, ~56 1 . 36 : NON CLASS------------ {\ F~Ei:\ ,. US FI""I :::: FD I f\IT~;;: 'TV P'[ l'-J {.~ L L.. f.;; L/; t :I. (; ':) ,::1, . 0 1 . 0 1 (;':),::\-. 0 i\dj :::::.::\-7.0 .. 7 1. "72. ';) DOOF<S---------------- Ext 36..0 4.8 172.8 Adj 18.0 l.6 28.8 CE I I... I NG~3 "'" "" "" ,.., ,.., .... ",..- .... ..- ,- .... 1.1,:\ :1,9';)::3..0 .f:; 11.':;):':5..0 FLOORS--------------- SIb 280..0 -31.0 -9150.4 INFILTRATION--------- 1992..0 10.9 2:1.7:1.2.8 R ""v'i\L..UE AF<EA X SFM = FOINTS E~t NormWtBlock In b.U 1635.0 Ext Wood Frame 1.l.0 ~q n Adj Wood Frame l:1..u 247..0 E ~/; t VJoocl i'o',d.J l'-Jood ::)(;.. () 18. () .D8 .B6 II [3'7 01 ~:5:? .. :::,39 .7';) II ~J'7 II E3~7 .8(; II I;)(J 1. . ':"70 01 o)~() -7 " ~-2 () 2. ,:to II ~::J() ..60 766..5 :?()3:;~ n ::: ~.5'::J.51. . :::3 '7U:I,. C. 2667. ::::: '::.' :5 C~ 11 1 4~5B4 . ::? 'lE~(:~" ~5 E:il...l:,E)~::) PO I NTf:;) :1.4'71.. :=:.=; 112.1. 172.9 :?5':) " ::~ 43.2 101:::).4 :~:~:j'7 . 4 S 1 ,,::\b ....on ....(31.- ":ld€~ ..0 288..0 -31.90 -9187.2 TOTf\L. COt'1 POi"~ X CAP x DUCT x SYSTEM " RATIO MULT MUI...T C F~ED 1''1'' ::: COD L. I f'"IG r'1ULT PDINTE3 I::). () , :.~ ~3 () II () r:. .. ~::~'7 14,94()1I62 : 36,148113~3 11100 1..100 ..340 11. <)()(J 1 :3, ~:.):I. 1;:1 n 5() UI"'idE'\" i~,t t i, c: Undf2r" (:\t t ,i, C 30.0 lCG':;!.O 30. 0 4:~~';).. 0 PI" a c: t ,i, Cf::? *1:2 1992.0 10..90 217:1.2.8 TOTAL.. SUMMEF< POINTS _........_.._..___._.._.._.._..___._.,_.._..___M..__..__..__.._..__.._________________._________... ....___________._____w____....._.._._________________._ -.-.--..-----.-.-.--.--..---..--------------......-..-----..-......------.--- -----....----..---..-----------..-------.--------------------- Lt() , :jt3<) n ()f) : ~3 \( ~:) or E: Ivl CClCll..INCJ : PO I NT~3 .-....:=:::=:=:::===:==::::===::::::::::=====:::::::::::::::==:::=::::=::::::====:::=:::::::::::::::::==:::::~:=::::::::=:===~=:::::::===:::::=..- 36, 14U.. 3':;} 'T'CJTtll.. ~:3Ln"1 PTS ..'\ MUI...T :::::::::::::'::=.::::::=::=::::::::::::::~=::======::=:::::::::::::::=:::::==:============:::::::=:=========:===:::==:==:===::=;===:::== .*.*.*.*.**.*.***********.****.****.*******.~.~*.**.*.~**.~**.~.~.~.*.*.******.~*********************~ WINTER CALCULATIONS ******************************************************************************* === BASE === === AS-BUILT === ..--.-----..-..------..-..--.---.--.-.-.-.-.-.....-.-..-...----.....---.-..-.-.---------.-----......--....-..--------....-..---........----..-----......---- ---..---..-..--..------------.-..---.-----.--.....--.-_._----------..._----_._.._...._._--_.._._---_.-._.~....--..........-..------.-...--.-.-.- GLASS---------------- ORIEN AREA x BWPM = POINTS: TYPE SC ORIEN AREA x WPM x WOF = POINTS I" \1 :5 ~5 II ~.:5 () NE :I. :l. II ~::)c) m. "-'1 ," .... 1. i\("'\ E;G L r' L n 1\1 t:::-r.::' l~ ':) .. :1. ()-l r,::-'"" 1. ':1 ..::) . "1' c;.c::: . ; ...J.._i . ~! . tJ . ...} i . .... t.,') 4 ....~3.;) 1. ~3 (3 L. CL. n NE 1. 1. 1..- .... ,::j. 1. 1. ,'. ::1b o:::t ....' . . . d i . . "T . m. '-' 4 ...,]':)':i I:::' C:~f'.:': I CI... P F .., '. r.::- .m . ..)-.,. .... 1. t::\ 0 ..::.1 . . ....J ....)I,..} I... .1... J, . ,J .1... . ..:.. . ..:..... ....J . SUI... CL. n E '3(; 0 ... ::~ ... (.....j 4 ::? l3 I . ... . ... . ..)...7J . .... '" 4 ... :I. r.I...., ' , r...'.... , C I... P c 20 0 .... 1 () ':) h.. :I. '-' .-'lr'''1 ~\ '.::1 . Ci..::. . ..:.. .:::ii.:J i... '-.} " . . ,,::'} .1::.(;;) . ....) ~3C31... (.'1 1'" r-' ..""I...... C., ... i () ';) r,I::7 ... ,.., 1 1 "7.' '..... i._ '::~1 ..::}..::} . .i. . . ChJ ...71 . ....J ....\ ,::1, ... :I. '::1"::' :I. ~3c) L 1" I... F! V.J r". .... .., .., ....1..7 ....,::1, c, ......::} . .....L.. .. 1,.... c:) .. .... ..... . .1... " . Ci ~3(3L C I... ,.., l'J 413 1::- ... ":1 .. ::~.7 .... :;~~ "::~I r::> ;'(. . d .1:.. . .,;.. . . ...... ... .-'\ 4 ....::3"~l 1. ~:;c)L CI... r:! t\III,J :I. 1 r.::' -~ 4 :I. :1. ,::1, ':1b ":;f ..:.) .. . . d i " . .. k::, :I. :I. 7 . ~50 c:~ ...,} ~.:5 :.:; .. f:; () I,,'..J ~5C, u ~:.=;() t\I~'J :1.1.50 .15 x COND.. FLOOr:! / TOTAL GI...ASS = ADJ. AREA AREA FACTOR GLf-\S~; POINTS tiD] C~I...(\SS PO ItH::; C)I...Af;;S POINTS a 15 1,'3'32.00 306. 10 .'376 "'1,040.74 ,.. 1 , 015 . '32 l C3". ,i r,,- C c} I-r a ...j ::J _..R____._._._..__...._.._....___......___...._.._...._._......._R.._........_....__...._..___..__..._..._....R__...._............__.___._.._.._.._....._______....__....._...._..__ ....R.._._........._.._..__...._._._____._.............._.R......_....__......________........._....__._...................__...._.....__.__._.._._.________.._..__.__.__._. NON (3L.ASS------------ AREA " BWPM = POINTS : TYPE F\ ....I,.//o,L.. UE p, F~E(', h ~\J P!'"'I :::: PO I NT~:; VJ('I!...I...~::; "" '.., ,... ....... ,'.. ,..,......." Ext 16'34.0 1.1 lG6::::.. 4 i\d .j ~:~ 1::1. ~.7 II () l" D ':+':+4.6 E:;; t t\IO'(iTlII-Jt!-) 1. () c: I,' I ''', l " ) :I. (~::j~5 a 0 bU ,::I,:2:::'i 1 0 r::) " .. ~.. . .. 1-:: ';; t l;,J()od F: '( a, ill E~ . 1 () ~S':) 0 ( )( j :I. 1 f'" () ,. .. . ..:.... .. - ::) . i;c1 .J ~~ood r::i'di'i'tC: '. '! () 2'-1-7 i...,J :I. F~() ,::J.,::I,4 6 .I, ,. . . .. .. . DOD R~3'" ". ".... ...,. '. ,,' ,.. .... .... ".. ..., .... .... Lxt 36.0 5.:1. lD].6 Adj :1.8.0 4.0 72.0 L :>; t l'Jo()cI j:\d j II-k)od ~::';f; () "7 (.:;;() ., I ...~. t..\ C .. ; .. .1... / .....) " 1 1"\ 0 r.::- 90 1 06 Ci . "J .. .. .1:.. :J() . 0 1 6139 . 0 . CO 10 :I. ~j.. 4 3() . 0 ..:j.,,:. j . 0 . 60 :2~:5i' .. .::j. . 0 2nD . 0 ..:- . ~.)() "7:~~() .. 0 1 ':1':1 ~::: . 0 4.. 10 E.l 1 C7 .. .1... CEILINC3S------------- UA 1.'3'33..0 ..6 1:1.'35.8 UndE01'" t."t; t 1. c Undlej''' /\ttic: FLOORS--------------- Sib 28G.0 -:1...9 -547.2 ~31 .::t b .... 0 n .... C31'" i::"d (,,! INFI!...TRATION--------- 1'3'32.0 4.:1. 8167.2 p j'''.:::\ c: t:i. c: E' *1:2 :::::::::::=:::::::::::::=========::=:=:::::::::::::::=:===:~::::=:::=:::=::===:::~::::::==::::::===:::=:::::::::::::::: .... ........ .... .....m............ .._ ........ .... .... .... -... ........ .... ........ -. ............ .... TOTAl... WINTER POINTS . , 1 (), 3t"-:;:] II .::~f:3 : le, 215.. 7':) ::::::::=:=:==:::::::::==::::::::::===::::==:::::::::::=::::======:::::::::::::::::::::::::=::==::::::::===:::=:=::::....:===:=====::::==:::==:: Tel ij:\1... VJ I N F'TS .':\ S\'STElvl IvlUI...T !"IEr",T I 1\IC3 : TClT t, L PDINr:) : CDl'1PON :;; C Pi F' :;; Rf\TICl DI...JCT ',{ SY~3TEI'~'1 ," i'1UL T ~1UI... T CF~EDIT :::: 1,IEt.',"I"INU r-'1l."JI...T POINn3 1. 0, 36~:). 4G 1. . 1. 0 11,399.83 : 16,2:1.5"79 1.()() :1."100 II ~:5{)() 1. .. ()()() f3, "3:1.E~u (';~J :::==:==::::====================::==:::=::::====::====::=====::::::::==:::::::::==::::=::::::::===:::==::=::===:::::== ******************************************************************************* WATER HE~iTII\/C! ******************************************************************************* :":"":::: BAf,3E ::::: ::: :::: :::: :::: p, E; -.. B U I L T :::: :::: ::: --------.--.-..-------.---.-..--------------------...---..--..-.-------....-..----.__._....................N______._.._._______..__ -----_._---------------------..~-----_.._.._---_._--------------..-----------..---..-------....-.---.-.-.----,,------.- NUM OF E:EDRM~3 ;t~ MULl' TOTAL : I' AI\IK VOLUI"IE EF Tt'\NK RATIO ,', MULl' ;,{ CREDIT MULT ::.:: TOTAl... --.....-----....-----.....-.--.------.---....-.---.......-....-.-.--........--.-......-..............---................__.._..N..........._......____...._____...,___.______........ ',", \::J ~3 ~:5 ~:~ 7' II () 10, :':581 . 00 : ':1-0 .91 1.000 3411.0 1.00 10,233.00 ....-.........--.............-----.......--........-........--..-..-.........-..-......-..-......-..-.-----.................---..-..--..-....-......-..-..-------..-..-.............-------..-..-..---.-.-.-..--..-. ....-.-..-....-----------....---..-..-..........---.-.-..-.....---...-.-...........-.....---.-..--.-..------....--........-.-...-.-.....-.......---.-...----.--...--.-.--.----- *.*.~****************.~*.~****.*.~*******.**.~*****.~*.***.*******.~****.*.*******.*********** r:;Ut1r'1t'\ F<Y ******.*.~********.*.~*.~*.~********.****.*.***********************.***.****.*****.~.******** :::: 0:: :::: E: (~'I U E :;:: c::: :::: ::: :::::: p,~:l.... B U I l.. "1" :::: :::: ::: -.....--...--......-....................-.---..-..-..-.......-..-----..-.---.----..-..-..-..-.....---..-.....-.-..-.-.--........-.-----.-..--..-.----..-......-..-..-.-....-....-..----..-....-.-..--..- -.----.--.....-.-..-....---..-....--........-..-....-..---.-.------..-...--..-..-..--..-----.-..-.-..----.---.........-.----...---..--....---..-----.........-.-.-.--.... c: 0 [) I... I I',H::; PO I 1\ln3 ..,.. HEt~~ T 11\/(3 PO I t'"ITS HDT I,\J{,\ TE F~ + PDINTS .... TClT(-\L POINTS : CUD l.. I hiD : PDINTS '-I-' 1'1 E (t" T I 1\1 C; PD I NT~3 HUT L'J,6.TEn ..,.. PClINTG .... 'I'D'l/'t1... PO I NT~3 .-.....-.-....-....-.....---------..-..-..-..-..--------.-----..--....--..---..----..---..-...-..--..-.--.....-..-..--......-........-..------..-..-..---..-.-.--.----.-.-..-----.---.....-....-..- 1.4940..C 11399.8 10581.0 36,921.45 1. 3:5 1 ';) . ',:,:,'j 8918.7 10233.0 32,C71..18 .-..--.-.-..--.--........-..-..-.--.--...........-------__..___M____....._..M_______.____.._..___________........_.._._..___.____.._._..._..._._____________ .-..~------_..-......-..........--..-.--.......-.____.__M_.__.__.__..~..M.._..__________........._.___.._._.............______.._.._.__._.._...._.___....____...._ ***************.~* * EPI = 88.49 * **********.*.**.~.*.~* E:NEP(3Y GLJ I DE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for DC(~, F 0 '( m 600;:\ ....'~j3 () \... F() '( in r;()OB ....'3:3 EPT :::: ""(", r.=7 C)C>.. .....1 U 10 20 30 40 50 60 70 80 90 100 .........-..-....---.-.........-..........-..-.........-..............---..-.....-..-......-.....----X-------..-: The maximum allowable EPI is 100. The lower the EPr the more efficient the home PESIDENTIAL ENEPGY PEPFOPMANCE RATING SHEET ITEM 1..IDi/IE ',,'t.L.UE 1...0'.J E'ftic:.i..ency High E'f'fic:i,E:.'r",cy ~:; I I\jel... CL I:~ DBI... T II\jT WINDOWS.....................Single Ll~dr I" I I'., ,.-..- -- ..- .... I !"IE:;U 1.../>, T I ON n " .. " " " . " " " . . . . " " . " R,..,10 F~ ",30 CE~,ll,l n'~~ P-Value...."........ 30.0 ". ..- J:\ I R-Value....."... 6.0 p...o . 1.........-........-..-....... R....7 V,Ja II \! I ... ..- un 'OM u_ /\ ..- .... ,,- I P ....() r~ ... 1 ';) FIOO'r" P-Value.......". 0.0 IV______.._.._____._.._.._._....___.__._..___I 11\ I AIR CONDITIONEP..."......... 10.0 SEEF\ 17.0 ~3[:EF<.. II II U II .. .. U 11 .. It II n II II .. Il U . .. .. II 1. () n () :x--------------------: 1'lEA T I N!:J ~;YS'T'EM".............. E 1 t:? C t j' ,i, c 1,,1;3 PF. " . . . . . . " . . . (-?:;" El 6.8 HSPF 12,,0 :X-------------------- WATER HEATER......"""....... (l"BB 0,,96 ElE~ct'r..ic E::F II II II II II U II .. " II .. II U 1I 0.91 I " I ..........................A .............. () 51 ~5 I::~ () II 1;:1e) c:J <:\ ',::, I:: 1-" n 1I ... " " II " " II II II II II n () A (){) 0.. ,::1-0 O"DO l-- ... 0' ...... ~:)I...i .I. ct r I-~f: A II n II II II n A .. $I .. '" A .. [)'n'IE:r:~ F'E:(,;Ti...JnE~3...."".."...".".... I certify that these energy saving 'features required for the Florida Energy Code have been installed in this house. D,'::\ t C~ : _~:~~1.~ 40 ,// 0'1.6:' B U i I d E'~ 1" l:--\..JL"j>'e""'c". /:'l/.Je>"f c1. ql"j..-' 't'II..',,.,. ."';.J I _..:)..:>a ....J. .._i. _rt_n c:ity/ZiP~~72~~7z~~~~!:~7iril~~ - - Florida Energy Code for Building Construction - 1993 Florida Department of Community Af'fairs FI... ....EPL Ct'IF~D9:::: .=* PE?~5fn.:::'. n U..J <: C) .;i;- SERIl...L :It ~51~5'3 06 ,,-1:3,,-:1. 9'3~5 WHClLE HClUSE HEAT GAIN / HEAT LClSS CALCULATIClN USING FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITIClN (c) 1986 by A.C.C"A,,) PROJECT :: CU~:;t()in ADDRESS ~21 / Silver Oaks CITY :: P,~':\~::;co Cty. OWNER :M / M Davis BLDG CONTR ~Bill Poe Construction HVAC CONTR ~CJ~s Heating & Air Conditioning, Inc. Cond FIr Area~ :1.992 SF * GLASS/SF RATIO - 15.4% * House Faces~ West * Climatic Conditions & Design Conditions * SUBTOTAL 45849.11 :STRUCTURE SENSIBLE :MECH"VENT- 200 Cfm :SENS. + MECH.VENT :TEMP.SWING @ 3 DEG. :OCCUPANT/APPLIANCE DUCT LOSS 2292.46 :DUCT GAIN TOTAL LOSS/BTUH 4814:1..57 :TOTAL SENSIBLE : TOTI':-.,L. L,6, TENT Geographical Location ~ Florida N()r..th Latitudi!:? i EIE'vat.i.()n Clu tc:l()Or" Ii,)i 1"'ltF!!i" Di'-y Bu I b Indoor WintE'r Dry Bulb WintE'r (Actual) Temp.Diff. IiJinte'r" TE'mj:::'. Diff. (wTd) Outdoor Summer Dry Bulb Outdoor Summer Wet Bulb Outdoor Summer Hum. Ratio Gr/Lb Indoor Summer Relaltive Hum. Indoor Summer Design Gr/Lb. Indoor Summer Dry Bulb Indoor Summer Wet Bulb Summer Daily RangE' !:;ummE"( (j:\ctu<::i,l) Tf!:~mp. D:i,'f'f. Su.mmi!:?Y' (U'::,,(,':~'( ~::>E':l) Tt?mp.Diff. (':sTd) * HEATING SUMMARY * #9383 !::>c\.i.nt Pf:?tE~r"~::;bur'u 28 D€~\;.~. / 40 Def:l. F 70 Dt::~g. F 30 De!;;l" F' ::~() DE'? 9 II r: ':H DE~ g. T':: 77 D€,?\;.~. F 119 r"\r.=' "::J...J y:.7t. ("b()'..,'(0) Eli!:?,:\ L.i!:?ve I ~:5 ~5 % 47 7:'.:! Di!:?g. F 63. 8 D€~U. 16 Df::.\g. F 16 Di!::!g. r:' :~:~ () D E0 ~~ n y:.:' F' ~:, 71 Gi"/Lb 1'1 .DAT * COOLING SUMMARY * :2: :;~: :2~ E~ () n ,'11:1 3~520. 00 :2~58()() u 71:;1 1.00 :.:~ () () <) II () () :;~ E:5 E5 () II () f:3 :=:~ :1. t:; f::~ () II F~'7 t ():3 :;2:3 II (:1 ':7 :SENSIBL.E + LATENT 20% OVERSIZE FACTOR 9628.31 :20% SENS.OVRSZE FTR~ ACTUAL. + 20% OVERSIZE: 57769.89 :SENS. + 20% OVERSIZE~ 4:2:004. 5.:.1- (-;:336. 17 313017.04 * EQUIPMENT SEL.ECTION * E en M A I'.IlJ r: T i'- a r"i€~ HTG INP/BTUH 40500 t;i:I\I!:; I BI...E BTLJI..I ::2HOOO TDNAGE 3.5 (B)EEP 10.0 I\!(JTE:G: CU MOD # TWRCl42Cl00A HTG OUTP/BTUH 40500 LATENT BTUH 14000 CI...('J CH1 1400 AHU MOD # TWECl42C140 AFUE/HSPF 7.0 TYPE HP TTL CLG BTUH 42000 HTG CFl"l 1400 ---------------------------------------------------------------- /t/'ORT# LAk~' bJR/VC- .. r~(/' R/~#.r. Cl,G(. #J/y/ - I .. rVNPcR cC//V"sr;;'./(,: T/t:JA/)/ t.~sr ,.E"'~ -"r'-~Y' t/A/4" ?5tAPA If"'; '/'~t'~ -I \ : \ ~ .- -'~M"^"r1 ,,,j ~ ,QZ) , ~ ~ , \ 1 I ' ~t \, ~" ~~ \. ~/ 'I ,1 ;~, ~ ~ I,:~;' --', H,_.___. l- . ~ ~~ (~r : ~ ~ ~ ~ I fl'I)~) ~ ~ ~~ , \ . '~~ ~ ~ ~ ,.<". "~c3 ~ ~ ~~~-$Ji-_n --g~ ~-r{j ~ ~ ~ ~ ~ I "}I7''j) 7. '\", f-1fO 1. ) )/9 f. ~I,ChL-t' - 'I , ......:., 1,~1 ,,~1t'7 ' [ II I- <;, . .."'#fA ." I ~d 7n.",' ;./ -.-.-____._ I ~ h1: <_j'-""d 1\ ~ ~ ~ ~ ~ ~ -~ -~, ~K \! w~ " ~~ " ?1:1 -~ , I J ,l\9.g 7 .. '..'---.- -- ~ ~ ~ ,~ .~--:.t\'" - ~.~ s ~, ~ ~ ~ ..,-I,~ -- I ,2' P7'/t/ry i!'ASc;W~Nr t'\ ~ "\ ~ ~- ~ c m o < fTI .. '! - ~ . -- -L::.. .4',P,.oROf-Z'P..r't?r 8 __. ___ , I - I (\J o V\ ~ rr-' . . . . . . . . . . . . . . I . . . ~~~~lt!!Mnl.111111 m !i~ il ~U~i J~~n ~ IE! .~~ ~~JZ \L?R~/,vACE r-:---: ,- -! SA/At,:- ?;- --.... __.,,_-. ".~-r c::4S~Me.(/r:. A.P,P..("d,t 7{)/" t'/ 8...t'///.- --.....,. ,.. -- -.-...... _..',~ -t"LURBCZ'J N;1iPC" ,r.rNC'.::" oS tJd-n '47" M ;~ a:? (-~ ~9/'~/,) VA/PLA7"7E'L:' !'4Y ',tAr.) 5\ LL,) B) "Z.S/qS- \-\c..RE ,S p,... CDNL.)E..RS1DN. C.~\A~T )}\AT ~l-\DwS \1'" t... PE.RC.:E:_N TA<:;.E. OF \._0 A"OS \l-i A T CAN i5E C~RR1E..O W l~ 10 d C:O {l"1t?1o,..JS, ~x A M 'YL'C.. l0/ND 1~3 - l~~ loNG AS -n-:\E-lZE ARt:.. NO 1(SAc.Tl~S D)l8Z. ~JCa'1 \.bs, lDd NA\L5 ARE. Fl'NE., BRl-Xk;. ~IVlPC~~T5 6c~ HA~L~Y bILL H)E:. / DAY IS~15 ;;: LUSIHUSIHHUSIHGUS ~ DOUBI.E SHEAR HANGERS Double shear nailing allows distribution of the carried member's load through two points on each nail t}', for greater strength (see illustration). It also allows fast installation with fewer nails, using common nails for all connections. MATERIAL: LUS-18 gauge; HUS26', 28, 210-16 gauge; HGUS-12 gauge; all others-14 gauge FINISH: Galvanized. Selected products available in stainless steel and Z-MAX coating. INSTALLATION:. Use all specified fasteners. See General Notes. · Nails must be driven at an angle through the truss into the carrying member to achieve table loads. · This connector series is not designed for welded or nailer applications, · lUS-16d sinkers may be used in place of 10d commons with no load reduction. · Where 16<:1 nails are specified, 10d common nails or 16d sinker nails (9 gauge x 3%") maybe used at 0.83 Qf the table loads. · When using single 2x carrying members, use 10d x 1 %" nails into the carrying member, and 1 Od commons into the carried member, and reduce the load to 0.67 of the table value. OPTIONS: . These hangers cannot be modified except as noted here. · HUS hangers, except HUS26, 28, and 210, are available with "A" flanges turned in (see HUSC illustration), · Other sizes available; consult your Simpson representative, CODE NUMBERS: BOCA, ICBO, SBCCI Nos, NER-209, NER-413 and NER-421, Dade County, FL No, 90-0702.4 and 93-0828,8, Table loads are based on the 1991 NOS and may differ from code reports due to revision lag time. HUS210 (HHUS similar) Patent Nos. 4,291,996 and 4,480,941 Canada Patent 1,193,418 HGUS28-2 1, Uplift loads include a 33% increase for wind or earthquake loading with no further increase allowed, Reduce by 33% for normal loading criteria suCh as in cantilever construction, 14 QCopjTight 1993 SIMPSON STRONG-TIE COMPANY, INC, DOUG RR-LARCH ALLOWABLE LOADS - MODEL AVG ROOF NO,1 ULT UPUFT' FLOOR (100) SNOW CONST WIND . <,""r- (1' (115) (125) (133) LUS24 3850 470 640 735 800 855 390 545 625 680 725 LUS26 5167 935 835 960 1045 1115 780 705 810 880 935 HUS26 / 10000 1550 2565 2950 320'5 3315 1390 2155 2475 254Q, 2580; LUS28 6067 935 1015 1170 1270 1355 785 860' 990 1075 ;150 HUS28 13167 2000 3315 3430 3505 3570 1855 2580 2680 2745 2800 LUS210 7750 935 1280 1470 1600 1705 780 1085 1250 1360 1450 HUS210 18833 2845 3505 3650 3750 3830 2320 2745 2870 2955 3025 LUS24-2 5303 565 765 880 960 1020 465 640 735 800 855 LUS26-2 6077 1140 1000 1150 1250 1335 925 820 945 1025 1095 HUS26-2 6077 1080 1005 1155 1255 1340 875 825 950 1030 1100 HHUS26-2 14667 1550 2580 2965 3255 3440 1395 2165 2490 2710 2890 HGUS26-2 - 2255 3695 4250 4620 4835 1840 3125 3590 3905 4165 LUS28-2 7750 1075 1265 1455 1585 1690 875 1050 1210 1315 1405 HUS28-2 7750 1550 1505 1730 1885 2010 1315 1240 1425 1550 1650 HHUS28-2 19850 2000 3885 4465 4855 5180 1860 3275 3765 4095 4370 HGUS28-2 25180 2650 6140 7060 7675 8000 2300 5225 6010 6125 6195 LUS21 0-2 10907 1550 1765 2030 2210 2355 1390 1465 1680 1830 1950 HUS21 0-2 10907 2160 2010 2310 2510 2680 1755 1650 1900 2065 2200 HHUS21 0-2 22167 2855 5190 5900 5900 5900 2330 4385 4795 4875 4945 HGUS21 0-2 28333 3385 7750 8085 8195 8290 2760 6085 6235 6330 6415 LUS214-2 12750 1550 2030 2335 2540 2710 1390 1695 1945 2115 2255 LUS44 5303 540 765 880 960 1020 435 640 735 800 855 LUS46 6077 1075 1000 1150 1250 1335 875 -- 820 945 1025 1095 HUS46 6077 1080 1005 1155 1255 1340 875 825 950 1030 1100 HHUS46 14667 1550 2580 2965 3225 3440 1395 2165 2490 2710 2890 LUS48 7750 1075 1265 1455 1585 1690 875 1050 1210 1315 1405 HUS48 7750 1550 1505 1730 1885 2010 1315 1240 1425 1550 1650 HHUS48 19850 2000. 3885 4465 4855 5180 1860 3275 3765 4095 4370 HGUS48 25180 2650 6140 7060 7675 8000 2300 5225 6010 6530 6965 LUS410 10907 1550 1765 2030 2210 2355 1310 1465 1680 1830 1950 HUS410 10907 2160 2010 2310 2510 2680 1755 1650 1900 2065 2200 HHUS410 22167 2855 5190 5900 5900 5900 2300 4385 5040 5480 5585 HGUS410 28333 3385 7750 8665 8665 8665 2760 6605 7085 7180 7265 HGUS412 35000 3945 9230 9430 9560 9670 3220 7100 7270 7385 7485 LUS414 12750 1550 2030 2335 2540 2710 1390 1695 1945 2115 2255 HGUS414 35000 4510 9420 9645 9800 9925 3680 7265 7460 7590 7700 HGUS26-3 25180 2035 3420 3935 4275 4560 1520 2785 3205 3485 3715 HGUS28-3 - 2820 6140 7060 7675 8000 2300 5225 6010 6530 6965 HGUS210-3 ' - 3385 7750 8665 8665 8665 2760 6605 7595 8255 8665 HGUS5.50/10 28333 3385 7750 8665 8665 8665 2760 6605 7085 7180 7265 HGUS5.50/12 35000 3945 9365 10770 11335 11335 3220 7100 7270 7385 7485 HGUS5.50/14 35000 4510 10980 11335 11335 11335 3680 7265 8480 7590 7700 HGUS7.25110 28333 3385 7750 8665 8665 8665 2760 6605 7085 7180 7265 HGUS7.25112 35000 3945 9365 10770 11335 11335 3220 7100 7270 7385 7485 HGUS7,25114 35000 4510 10980 11335 11335 11335 3680 7265 8460 7590 7700 ..~J.) ~' .",h .. J, / " Double Shear Nailing ,j MODEL DIMENSIONS FASTENERS NO. W H B CARRYING CARRIED MEMBER MEMBER LUS24 19/,6 3'/8 1% 4-1Od 2-10d LUS26 19116 4% 1% 4-1Od 4-10d HUS26 1% 5% 3 14-16c!- ' 6- tGdt LUS28 19/,6 6% ,1% 6".Od , 4-"10d HUS28 1% 7 3 22-16d 8-16d LUS2l0 19/,6 713116 1% 8-1Od 4-10d HUS2l0 1% 9 3 30-16d 10-16d LUS24-2 3% 31", 2 4-16d 2-16d LUS26-2 3% 4% 2 4-16d 4-16d HUS26-2 3% 53116 2 4-16d 4-16d HHUS26-2 3711. 5 3 14-16d 6-16d HGUS26-2 37116 4% 4 2D-16d 8-16d LUS28-2 3% 7 2 6-16d 4-16d HUS28-2 3% ?3116 2 6-16d 6-16d HHUS28-2 37116 67/8 3 22-16d 8-16d HGUS28-2 37116 6% 4 36-16d 10-16d LUS2l 0-2 3% 9 2 8-16d 6-16d HUS210-2 3% 93116 2 8-16d 8-16d HHUS2l 0-2 37116 8% 3 3D-16d lD-l6d HGUS2l D-2 37116 8% 4 46-16d 12-16d LUS214-2 3% 1015116 2 10-16d 6-16d LUS44 39/16 3 2 4-16d 2-16d LUS46 39/16 4% 2 4-16d 4-16d HUS46 39/16 5 2 4-16d 4-16d HHUS46 3% 5% 3 14-16d 6-16d LUS48 39/16 6% 2 6-16d 4-16d HUS48 39/16 7 2 6-16d 6-16d HHUS48 3% 7 3 22-16d 8-16d HGUS48 3% 67/16 4 36-16d 10-16d LUS41 0 39/'6 8% 2 8-16d 6-16d HUS410 39116 9 2 8-16d 8-16d HHUS410 3% 9 3 30-16d lD-16d HGUS410 3% 87116 4 46-16d 12-16d HGUS412 3% 107116 4 56-16d 14-16d LUS414 39116 10% 2 10-16d 6-16d HGUS414 3% 127/16 4 66-16d 16-16d HGUS26-3 5% 4% 4 2D-16d 8-16d HGUS28-3 5% 6% 4 36-16d lD-l6d HGUS21D-3 5'/8 8% 4 46-1 6d 12-16d HGUS5,50/10 51;2 87116 4 46-16d 12-16d HGUS5,50112 5% 107/,6 4 56-16d 14-16d HGUS5.50/14 5'/2 127/,6 4 66-16d 16-16d HGUS7.25110 71/4 87116 4 46-16d 12-16d HGUS7.25112 7'/4 107/16 4 56-16d 14-16d HGUS7.25114 7'1. 127/16 4 66-16d 16-16d ~ Typical LUS Installation LUS26 and 28 carried member nailing Is no further than 3131,6" from seat, allowing full nailing Into 2x4 chord truss heel. IaI2m ~ --- ~ Patent Nos. 4,291,996 and 4,480,941 Canada Patent 1,193,418 LUS28 @Copyri~ht 1993 SIMPSON STRONG.TIE COMPANY, INC, Typical HHUS28-2 Installation 15 EmImI N - ~ NAILS AND FASTENERS ONALL~ STAINLESS ' STEEL NAILS ;t: . Strong-Tie nails and structural fasteners have been developed and tested by Simpson Strong- Tie Company as the optimum fasteners for connector products. ad, 10d, 12d and 16d nails may be purchased from your local nail source. Special lengths afford economy of purchase and installation, and depth compatibility with framing members. Strong-Tie nail specifications include head size, thickness, steel and shank design, and point configuration to ensure conformity to published values. Simpson stainless steel nails, supplied with all Simpson SST300 stainless steel connectors, are identified with a "# on the nail head. The Simpson Strong-Drive'. screw is easier to use than standard screws, A needle point ensures fast starts; double thread shank reduces installation time and cost; #2 Phillips drive reduces stripping, and the wafer head has a low profile finish. FINISH: See table. D IIlIllI1 . N16 ~_IIIJI"J_ 12d or 16d SINKER Bd SSBD 2%" Common Nail (Canada) Tn Tn Tll Tn Tn N8 SSN8 ~ Fasteners shown full size C""'::>- ~ T"1T T"1T TlI T'1l T'1l Tn Tll Tn Tn 'nI n 'nI ,.." ill ill TlI T11 ill N20AN N10 SSN10 10d SS10D 3" Common Nail ,(Canada) DOUG FIR-LARCH & " ',,",;.:" ,',\'::..:-:i'<;.":,' ':,:::::.":::;'::'J~i': ,." ','SPRUCE.PINE.AR,0'~~il; SOUTHERN PINE AllOWABLE LOAos,.,!~fi MODEL METRIC NAILS ALLOWABLE LOADS' . " ;;_c'. '~:', . ' - " "::,:":"-~'.~;~) NO. DESCRIPTION EQUIVALENT ANISH2 PER !~'l j ~ (mm) CWT LIGHT GAUGE 3 GAUGE SHEAR3 SHEAR3 ".,.'....." ,,-,- .:.--'":.,,. GAUGE ~It . ,. HEAFfh (100) (100) ""'(1' ,.p;."y', 'WttOOV~ N8 (8d) 101/4 aaxl%" SMOOTH SHANK 3,3 x 38.1 HOG 15200 86 14 105 74 16 90 SSN8 (8d) 0.131xl%" SMOOTH SHANK 3.3 x 38,1 SS 15200 86 14 105 74 16 90 SS80 (8d) 0.131x2%" SMOOTH SHANK 3.3 x 63.5 SS 9400 92 20 131 80 18 112 S08Xl.25 # 8 x 1%,' SCREW 4,1 x 31,7 EG 9926 76 18 - 65 18 - N10 (lOd) 9 aaxl %" SMOOTH SHANK 3.3 x 38,1 HOG 11900 92 14 112 79 16 97 SSN10 (1 Odl O,148xl %" SMOOTH SHANK 3,3 x 38,1 SS 12200 92 14 112 79 16 97 SS100 (10d) O,148x3" SMOOTH SHANK 3.3 x 76.2 SS 6700 112 18 158 96 20 136 N16 (16d1 8 aax2%" SMOOTH SHANK 4,1 x 63.5 BRIGHT 6300 134 18 187 115 20 163 SS160 (16d) 0.162x3%,' SMOOTH SHANK 4.1 x 88.9 SS 4400 134 18 187 115 20 163 N20AN (20d) 0.192x2%" ANNULAR RING 4.9 x 54,0 BRIGHT 6300 145 14 174 125 18 152 16d SS16D 3%" Common Nail (Canada) 1, Allowable loads are based on the 1991 NOS, Adjustments are made for use with metal side plates, Fe. = 45 ksL Loads under light gauge are for gauges listed through 22 gauge, Allowable loads for gauges not indicated must be calculated according to the code, Contact factory for more details, 2, N16 and N20AN fasteners may be ordered galvanized; specify EG, Example: N16EG ' 3, Metric equivalents are listed by Diameter x Length, 4, EG = electro-galvanized, HOG = hot-dipped galvanized, SS = stainless steel, Bright = no finish, . Conversion Charts Optional nails for face mount hangers and straight straps ALLOWABLE LOAD CATALOG REPLACEMENT ADJUSTMENT NAIL NAIL FACTOR DOUG Aft.. SPRUCE. LARCH PINE-RR 16d COMMON 1 Odx1 % 0,64 0,66 16d COMMON lOd COMMON 0.83 0.84 16d COMMON 16d SINKER 0.83 0,84 10d COMMON 10dxl1/2 0,77 0.77 10d COMMON 16d SINKER 1.00 1,00 I:. 1, 1 Odxl'/2" nails may not be substituted for joist nails in double shear hanllers (Le, LUS, HUS, HHUS, THA), Contact factory for exception, 2, 1 Odxl %" nails may not be substituted for face nails on skewed LSU and LSSU hangers, 3, This table does not apply to specials - see Hanger Options. Bolt Diameters In mm % 9.5 % 12.7 % 15.9 % 19,1 % 22,2 1 25.4 u.S. Standard Steel Gauge Equivalents in Nominal Dimensions APPROXIMATE DECIMALS (in) GAUGE DIMENSIONS In mm UNCOATED GALVANIZED Z-MAX STEEL STEEL (G60) 3 % 6,0 0,239 - - 7 3/16 4.5 0,719 - - 10 9/64 3.4 0,134 0.138 0.140 11 % 3,0 0,120 0,123 0.125 12 7/64 2,7 0,105 0,108 0,110 14 5/64 2,0 0,075 0,078 0,080 16 1/16 1,5 0.060 0,063 0,065 18 3/64 1.2 0.048 0,052 0,054 20 '/32 1,0 0,036 0,040 0.042 IMPERIAL METRIC 1 in 25.40 mm 1 It 0.3048 m lib 4,448N 1 Kip 4.448 kN 1 psi 6895 Pa Slope Conversion Metric Conversion Q .. ;, OEGItEEs .. - -....J...____... ~ It/SE '/1t1J/oi .;? I~ ,~ ...~ ,,'\. ..f$ ",,,,'..,,...,,,, ~ /j ~<<"~\> RISE/RUN SLOPE ~..~~'\. ~o' 1/12 50:/",,/ ..,,'l. 2/12 100 ~ ~,,'l. '\.0' 3/12 140 ~'I''\. 4/12 180"------ ___"''\. '0' 5/12 230 ::::::=-'\./,'\. 6/12 270 1/12 7/12 300 8/12 340 9/12 370 10/12 400 11/12 420 12/12 450 @ Copyright 1993 SIMPSON STRONG-TIE COMPANY, INC. 5 ,; . _ __. ~_,.,........_" .<<..,...._,~. ~;..--:- ~'. ,-........#.:;i.J"1WI" ..~P:::..<~.:'~ .:.-,-~~1F.~"';~,.~,~~ ;. . , ..... . ,-.-:' ~ ;,,~ PASCO COUNTY, FLORIDA. ... ".~ Permit No. Date Permitted Builder Name/Owner Name County Parcel No. , . Location Subd. Classification/Type of Use TRANSPORTATION IMPACT FEE CALCULATION EXEMPT 0 Rate $ Zone No. Sq. Ft./Unit Prepared By Impact Fee Amount $ The above impact fee has been established pursuant to the Pasco County Transportation Impact Ordinance as adopted by the Board of County Commissioners. This amount is payable PRIOR to the issuance of a Certificate of Occupancy or authority to utilize the permitted structure. RESOURCE RECOVERY ASSESSMENT EXEMPT 0 RESIDENTIAL NONRESIDENTIAL No. Units / Gross Sq. Ft. (GSF) Rate/ERU - 50.00 x 0.96*/Year or $0. 1315/Day ERU Assign No. Assessment - (No. Units) x ($0.1315) x (No. Days) Assessment - (GSF) x (ERU) X (0,1315) x (No. Days) 100 TOTAL FEE $ ~ ~.,- ....-" TOTAL FEE $ *Discounted for Prepayment The above assessment has been established pursuant to the Pasco County Ordinance No. 89-07 and Reso~on No. 89-197, as commended. ' THE ASSESSMENT WILL BE CALCULATED AT THE TIME OF ISSUANCE OF THE C~RTIFICA TE 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 OmCE OF PASCO COUN~ Acknowledgement below does not imply acceptance of concurrence, but simply receipt of a copy 9( this f6rm, placing the building permit owner on notice of this assessment and the conditions of payment for same. ~, "'" Date Received By / ---~------------------------------------------------------------------------------------------------------.------.---------------------------------- OFFICE USE ONLY .,-".-~._- BY BY ....-.-... ."'....,..._...._.~..-~. TRANSPORTATION REC. NO. RESOURCE RECOVERY REC. NO. ,,-~'-'.""'-"'''''' DATE DATE , .:'~~ White .4.pplicant Canary Trans/Finance Canary RR/Finance l r Pink Office Green Bldgllnsp feecal:ce , /' (Ie 0-. ....',;J I I oc- g~ b.. t-~ '.#J · 'J1- ~8 o-.~ -go 1.JJ I - 0-. -J 0-. - OC - ',;J --- == to> ~ ~ :to ..... 'ZJ ~ C .p. 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