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Home My WebLink About95-5243 -S j-,,!> -.~{) BUILDING 'BU'ILDING PERMIT- CITY OF ZEPHYRHILLS Permit N! (813) 788-6611 ...j '- 7-5..71 PLUMBING -; - 5243 15 Date 9-/fl-Y.s- 6:2<sc;. ELECTRICAL ...5 o. cJ?) MECHANICAL Sewer Conn ( ,;z 7 gr. t'/i) Water Conn: 3....!:..?J. tTl) Water Meter: / b.5 -. ov P,"partyOwna, ~ ~ Job Address: ...1- '- /.1-1 .. " Parcell.D. # 10 -:J.. b .';2../ - 0 1;1.0- (.9 CJ CJ 0 0 - LJ 8- C}..... D Zon;n9' Ene"", Coda, Redon G.., 1i' 5 Description of Work L/l............ )- ./ IA^-j ..I: c74 d~ /A ~(j T.I.F.'s: NO OCCUPANCY BEFORE C.O. FINAL C.O. Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector LL. ".I~'=~~:~~-~ ~ _ T ~.~.~ Valuation or - Contract Price 6 ~ i/7TzJ. VV City License Registration # 23 State Certified License# ,-~C~ BUILDING Ftr. :f-J~ "'1 S BiLL Pre SLB q.... z. 'S' - q S' !5 ILL. Lintel _ _,r. '.?.-:- FRM. '1_/0-2-7-75 _~ Insul. CL (f) WL lolT"t) f5(U'- 5.1-P~(ltJ {b-)-,-'l> t5C!:'-- Driveway /lr'1-~1) g~ JJf ~V1 '// ~~/D- lJaL~)7r ELECTRICAL PLUMBING MECHANICAL - Tp. Serv. . . 00 SLB Cj. z -z..-f.,-> i:iL" _ Rough IniLjJ-",,7-t.;LdJ!- Tub Seti _.~...z.-7~e;>..i!ii..:..<-: Meter Can 7-/~9....$. Water l}':-Z2-.~5) ~IU- Const. Pole Cf-J1-'j.:J MSewer q --2..L--q~ 6tLL Pool Final Pre-Meter 0-1''15 ~b Final ~T"'a.IL q-/5'iT ,5oB jJutJ iJ Breakers ....... Ducts Inslv1a.l'f"~,> &~ 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 ($1 sa' e for each trip for each trade: J;) -/j-fJ- L j. /1. . ~. J. 7" .4.. / .9 -/r-9-r- a. Wrong Address ~ ... vC4.4-e4(t..4XJ;l-#J ~ _ b. Condemned work resulting from fau Ion. ~~., ~ t 9-/r-$<..) c. Repairs or corrections not made when inspection called. ~,. d. Work not ready for inspection when called. oK '1) e. Permit not posted on job site. . /11 ~ p..o f. Plans not at job site. tI' g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. e,u,Lb,N& ELiiL11l.\G itu~ /l\~\-\ANILAL- 6\JBli> ,(7t L- a Jl-i) l T 7c:>77tL-- 6fuJ~ WI\-'f F-:R. M~ 1(;,(\ L 2,);1-5fl ~iMftN (p(\lSC: 57'1<5' YOftJ.{M1flL ull. ... . -...-...____-r- _.--_.. ~ Vf\w"rat'N:: fo3,ooO." 575:-5"0 ~::Jo-:- 5/,;0 '30 yC -bOt ;:'~J LcNN[.qlU'\\ f~6 L2,f6.00 o ~6o.0 " It: 00 tJ::J . 117q~~ :~:-.) (\fr~W 6\5 2 L '37 ~t~6Poa-rm7tlf\J tmma fir.f.- s -N/A '.' ".....::P...'~T'.. .. ,'- 36,c~ x I,bc.llf, LC 6f,rr: ~,~VIN6- II. 0" " 'f13 61. F~ oTt.tlUL "A. ... ..... ._...__........_.._........... . t __ .~ ., .. .r ,. '" ._.._....._...... _....,' . .... ..... .., ........................--..... I' ., I' ........_ ..... ,_. '............._......... .. '..- .- ... .... - .-.. . .....-. .. -..........---, . . ..._.._..w.....u.___........ '___ _. . ..., '. .... ,. ........ .' ............... ....'..... ~.... . ... .. ..-"' -"... ..- .~..... ................ '." ... - ........... .... "U_ _._. _.......... .... . ""_"f;-;-'~4';:"'~--:- '\ I I t" . . ELEVATION CERTIFICATE ~;!' . . FEDERAL EMERGENCY MANAGEMENT AGENCY . NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use bf. this certificate does not provide a waiver of the flood Insurance purchase requirement. Thl8 form 18 used only to provide elevation Information necessary to ensure compliance with applicable community floodplain management ordlnance8, to determine the proper Insurance premium rate, and/or to'support a request for a Letter of Map Amendment or Aev1&lo~ (~qMA or LOMA). .... Instructions for completing this form can be found on the following page.. .. O.M.8. No 3067-0077 EMpir.sM.yJ', '993 SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE POUCV NUMBEf' . CITY COMPANY NAIC NUMBER BUILDING OWNER'S NAME OCJCJCJcJ ~ O<:Jd 0 STATE ZIP CODE ~ SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE e. BASE flOOD ELEVATION I~O:.23.s;:- ~ .oCJS- -+E (In AD :zen.. ... dIplht c.. 1:;1-/7-7/ ~~- r=r 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): 0 NGVD '29 0 Other (describe on back) 8. For Zones A or V, where no BFE Is provided on the FIRM, and the community has established a BFE for this building site, Indicate the community's BFE: I I 1 1{?bf.U feet NGVD (or other FIRM datum-see Section B,ltem 7). ~ SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, Indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level _ . 2(a). FIRM Zones A 1-A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram Is at an elevation oft I I 1S~I.lZl feet NGVD (or other FIRM datum-see Section B, Item 7). (b). FIRM Zones V1-V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, Is at an elevation of I I I I I I.U feet NGVD (or other FIRM datum-see Section 8, Item 7). (c). FIRM Zone A (without 8FE). The floor used as the reference level from the selected diagram Is W.U feet above 0 or below 0 (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram Is W.U feet above 0 or below 0 (check one) the highest grade adJacent to the building. If no flood depth number Is available, Is the building's lowest floor (reference level) elevated I~ accordance with the community's floodplain management ordinance? 0 Yes 0 No 0 Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: 0" NGVD '29 0 Other (describe under Comments on Page 2). (NOTE: If the elevation datum used In measuring the elevations Is different than that used on .. the FIRM [see Section B, Item 7]. then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) '- ;! : '. . 4. Elevation reference mark used appears on FIRM: 0 Yes 0"No (See Instructions on Page 4) . 5. The reference level elevation is based on: 0 actual construction 0 construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor In place, In which case this certificate win only be v.alid for the building during the course of construction. A post-constructlon Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade Immediately adjacent to the building is: I I I 181 cOl. W feet NGVD (or other FIRM datum-see Section B, Item 7). . . SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level Indicated In Section C, Item 1 Is not the "lowest floor" as defined In the community's f.loodplaln management ordinance, the elevation of the bulldl~g's ~Iowe.l floor" 88 defined by the ordinance Is: I I I. I I. \.U feet NGVD (or other FIRM datum-see Section 8, Item 7). ,.,..... ....' .: 2. Date of the start of construction or substantial Improvement fEMA fofm 81-31, MAY 90 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION SECTIONE CERTIACATION ~~"".v: r This certification Is to be signed by a land surveyor. engineer, or architect who Is authorized by state or local law to certify elevation Information when the elevation Information for Zones A1-A30. AE. AH, A (with BFE),V1-V30.VE. and V (with BFE) 18 required. Community officials who are authorized by local law or ordinance to provide floodplain management Information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community Issued BFE), a building offICIal, a property owner, or ar- owner's representative may also sign the certification. _ Reference level diagrams 6. 7 and 8 . Distinguishing Features-lf the certifier Is unable to certify to breakawaylnon-breakaway wall. enclosure size. location of servicing equipment. area use. wall openings, or unfinished area Feature(s). then list the Feature(s) not Included in the certification under Comments below. The diagram number. Section C, Item 1; must stili be entered. ' , certify that the Information In Sections Band C on this certificate represents my best efforts to Interpret the data available. I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code, Section 100t. CERTIFIER'S NAME DAVID G. ARMSTRONG lICENSE NUMBER (or Aftix Seal) 4970 COMPANY NAME C.~ . FRED DEUEL..& -ASSOCIATES ~ --INC: -_ CITY STATE TITLE P~L~S. ADDRESS ZIP DATE PHONE 12 2Q/9~ 813-782-6717 .... flcate for: 1) community official, 2) Insurance agent/company. and 3) building owner. COMMENTS: , .." ON BUB A V ZONES ZONES WITH BASEMENT ON PILES, PlEAS, OR COLUMNS The diagrams above illustrate the points at which the elevations should be measured In A Zones and V Zones. Elevations for all A Z~nes should be measured at the top of the reference level floor. . Elevations for all V Zones should be measured .at the bottom of the lowest horizontal structural member. Page 2 _____~_~>.,.., "_ _.r- ",.-~_";_"'."I'1'-""'~ ~""".;h..,...~ + 4'.....""'......."'-"'''''''"'''''^~~ ..-: {! APPLICATION FOR PERl'lIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT ~~]S~NT "Ry~V\ A. ~ t~li 'i':r:r~:i',~'.~ I ,ESS~': 'ioB'~:) s ~. \"2.. S 4- .~tb'WN t;;. '~~.N~.' C ~ ftJ S 11'1 e-fL- ",::~~\.:::~..t .: ;"(J,bB'tOCATlONSl4S Y6KJC~~'V- DeL LOT SIZ~~ x<i.o AREA sQ,FT,4-3,).() {1,~,(\,!2 .,' .-' 'B L r:~~.GA,;LDESCRlPTION: LOT(S) BLOCK SUBDIVISION ~c.a~ewcoo ~~;\;~~;CEL 1. D. i.';' ~b- 2l.v ~ ~ \ - 0\2.0' OC-..lOOO' 0'02-0 ~;" .'/.." !;t{t,~RKPROPOSED:~Newconstruction _Addition _Alteration _Repair _Install ':I;~;,f;"""i'n'.,:);. ,. .'h:.,'........,\~.'~"J,';O',. ,~S 19n/Temp. '"'/;\\;~1~:~D~:)J.~)i~:;')Z:j Single Family C/,. .';;i','ddt, ,. . C CH'\:) ~ kLA.C.A \ 0 ~\ ~ N C! - 'v~ - 2Lp~~ ~h~tl~ PHONE 182..-0 BJ-S.- _Sign _Move _Demolisl: _M/F _II of Uni ts ._M/H _Commercial _Indust. _Swim. Pool Other ;\..1 '~i- :~t,':~ ,.:; {'" ......, ,.... -:7-Res ta~rant .. 'D~~Cd'~i~~:~f')'~"~ x65 t ", ,')~:>',:' & Health Department Approval 20G,'( Square Fee t, 'EJ He igll ( (2) PLOT PLANS & (2 ) SETS OF BUILDING PLANS & (1) SET ENERGY FOR.I1S,:: '.: (3) :SETS OF BUILDING PLANS & (1) SET EN ERGY FOR~IS. H OF. CONTRACT REQUIRED. ;;~a~ [, , ;$,"~~ff.~J ~',.,;,.:,,: ::,X'(> UILDING $ ~{i~\ :;;~"~,i"~':" :y: ' icELECTRICAL ::::::~:~:J'~fl'f~ij' " .HECHANICAL $ :{~j:,:)~ ~?~.:' :~~.:',;~,::-ir\ ,:-:"~2. . ,'.'Pl!trMBING; PERMITS REOUESTED Valuation of Total Construction ,'; ;:" J AMP Service Florida Power Corp, _\y,R,E,C, g..SoO Valuation of Mechanical Instul13tion GAS ROOFING SPECIALTY '\~6~~,,"~~~~~TR?5J~;~N/'hBIOCk _Fr~me '""/4~!,_,}iCJ'f'~~\?; .~xJ:)-.l-.., 'J.i ,~. ~'., .... \gt)'!:itooki:EtEVATIONS :'5S FT .f6I!E :~\~tJdJ~:~~t" r:':},~:;;: ',":"'--', . .,.J,.,~~~~~\'-. J' "(: :~:~J~'.; ,"!j " _Steel Other ****************************************** CONIBACTQE SEC~i . Company. lV\ftN CONS~v<:-\-L:,,() IN<': StateCert. rRegist. Ii <:.t;c..-O=3.'Sr~~ City License Regis tration II <e\ 5 ~***~********************************** Company t'A.o tLt-6 f~ b \ e~~; Q.. tate Cert. or Regis t. II R. _ . ~~ lty License Registration i! 4' ***************************************** \ Company Co \ 'a t 3" A-Y ~e. S '-~L.^rn \:H ~ S I State Cert. or egist. ;,i R F '::::x:.:>LoG:,,--\lo~ .. i ty License Regis trn t ion:r \~.~ ~~************~*********~********* ********************************~;****~~**~* Company ~~ "" ~\ S. GA ~ --t p\ l~ State Cert. or Regist, 1.= ~f6- 643~45 City License Registration ,/ ~7 8' ~ Company ~V\/'~l CO,.~<;-t . State Cert. r Regist. Ii gc.-C:X:>(OIG-,4-e City License Registration II 6e> BY ******************** PER~lIT OFFICER. ; UIlUercii"",i ,,;;at tbJ.~ :,;;.!.!'li:~ 22'j J€ subjec:: to "deed restrictions" whicb. lay be IIOre restrictive tb~CitY';;"i : .regulations. the undersigned assUJes res[{)nsibili ty for cOlpliance with any applicable .de,ed ,restrictions. .' . .. \~~ . ..~...~ SI G1lATURE: OR'llER OR AGENT ---., ~'?=~~? - ,:~:;; (1{~'1i B. UNLICENSEP CONTRACTORS AND CONTRACTOR RESPONS1BILITIES If the owner has hired a contractor or contractors to undertake wort, they lay be required to be licensed. inacc6rcr". state and local regulations. If the contlactor is not licp.nsed as required by law, bOth'the'owneraIl{eontractor'.a cited for a aisdeaeanor violation under state law. If the owner or intended contractor are uncertain as towbat';llc requireJIents Jlay apply for the intended work, they are advis€~d to contact the city of ZephyrhiUs BUilding Dep~r1ien~;:rr 'na 788-6611. . .. FurtherJlore, if the owner has hired a contractor or contractors, he is advised to have ,the qmtractor(s) sign portion "Contrac~or.Sec~ionsu of this application for~hicb they will be res~nsible. If you, as the owner sign as ,th~(~o.r.~. you are Indlcatlngthat you, rather than the contractor, are responsIble fo~ the work. J.f. the contractoC'jfishesfyo,aJ.. as contractor that lay be an indication that he is not properly licensed and is not entitled to peraitting privileg~;, . . .1.......-.'.'." _.;;',"!'. CI ty of Zephyrhills. .. ....~::;1; :l.'r;'~ c. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES '.- :.'ti::t(:!::;~J(' ..,............... .,.:',' ,rL..; D. CONSTRUCTION LIEN LAW I: CHAPTER 713, FLORIDA STATUTES" 'AS. AMEND I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law _ HOJeowIJer's'f Guide" p~epared by the Florida DepartJIent (,f Asriculture and ConsUler Affairs. If the applicant:i8(So..e9.0~.otli€~~ uownerU, I certify that I have obtained a copy of the above described docUlent and prOlise in good faith todeli,vli" "owner" prior to couenceJent. i " . ,'! .;~';~.:H E. CONTRACTOR' S/OWNER' S AFFIDAVIT . .. .....,~ . . I certify that all the inforlation in this application is accurate and that all work will be done in cOllpliancewith'a applicable laws regulating construction, tening, and land develop.ent. : ~.I ;t>t, Application is hereby lade to obtain a penH to do work and installation as indicated. I certify that :nowork6r.l, installation has cODenced prior to issuance of a penH and that all work will be perfor>>ed to leet standards:otlal regulating construction, City codes, zoning regulations, and land developllentregulations in the 'jurisdiction."Ii'al certify that I understand that the regulations of other govefDIental agencies lay apply to the intendedliorktandt. IIY responsibility to identify what actions I lust take to be in cOlpliance. Sucb agencies include but ar'e not lii'i A Department of EnviroDllental Regulation - Cypress Bayheads, Wetland Areas and EnviroDlentally Sensitive Lands; ";;:\ ~ater/Wastewater Treal:Jent ..' ',i'l'G;: A Southwest Florida Water Hanage.aent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses A Auy Corps of Engineers - Seawalls, Docks" Na'ligable Waterways ..... .:l;:d:T~ A Departaent of Health & Rehabilitative Serlices, EnvirOIDlental Health Unit - Wells, Wastewater Treataent, Septic! A US EnviroIlllental Protection Agency - Asbestos abatement . .. . ... ..J ,,;i<::i,1':::{ I also certify that, if fill laterial is to be used in Flood Zone "A" or "A, etc. ", it is understood tbat a drainage/e, addressing a uCOlpensating volUle" will be subli tted wbich is prepared by a professional engineerr.~gistered in.:tJ!el~" Florida prior to peuit issuance..:, -,' ;,j ":'\r'~:J:~H'f~~,\~J~,bd:I~~: A perlit issued sball be construed to be a license to proceed wi th tbe work and not as authority to violate, carlceta set aside any provisions of tbe technical codes, nor shall issuance of a perlit prevent the Building.Official~,(ro.-;tti requiring a correction of errors in plans, construction, or violations of any code. Every perlit issued sball b~cOl' unless the work autborized by such penH is couenced within six lonths of issuance, or if work authorizedbyit.ha~ple suspended or abandoned for a period of six BOnths after the tile the work is cOlllenced. One 90 day extension; of,.r " allowed for the perait with fee charge of $15.00. The extension shall be requested in writing to tbe.BuiI4iDg~9{(~. approved inspection lust be logged during each six IOnth period, or the project will be considered abandoned~}i\'.'" WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COHHENCKHENT KAY RESULT IN YOUR PAYING T1iICE FORJHP PROPERTi. IF YOU INTEND TO OBTADI FINANCING I CONSULT WITH YOUR LEHDKR OR AJr AnORBEY BEFORE RECORDING YOUR j{OtfCB;~ COHHENCKHENT. JOBS UNDER $2,500 IN VALUR DO NOT NEED TO RECORD AND POST A "NOTICE OF COKHHHCEHEHT- .':::1, STATE OF FLORIDA ~ COUNTY OF /15 C () The foregoing ~~~was acknowledged before me this . , 19~ by ./'... K-LUlfIJ /?YI1AIf! <....~~rsona~ly know.n ~>IIl~ or who has produced . ... .. .__._'m as identification and who did/did not take an. ~~ ~ ~ -d?7vC/~' (Signature) STATE OF FLORIDA. COUNTY OF 'jJ /1 S c: 0 . . ~ ,......, "l'F" The foregOin~ i~~!~8 aCkn~wl.e.~g.>.' before me thlS, /. 19 o?s by, .;, ," {tt //;11/ & Yt1~iU .. ... '\" /-~>.., . v .... .. ........:: Cw~o is pets nally known to m~, or who "ba ' prOduced as identification take an (Nam~ Typed, Printed or Stamped) NOTARY PUBLIC ~~.. ..W* ">.f./t I1F f\.~~'" (Name Typed, Printed or Stamped) NOTARY PUBLIC DONNA M SINCLAIR My Commission 00382618 Expires Jun. 14, 1998 . 1.'~Jj ~ * I ."'.o/l "A- "/t OF f\.0"" ,. ,.1"""'0'; DONNA M SINCX.AIA My Commlnion CC3$a81~ . '." ." . Expire. Jun. 14. 1998.. "ki, i ".,--...._", . ,..."""'...........~,.~..._-...............,...."l'".'!'::-.-=-r::--~r:-..-.:-~,._._..~.._.__~._,~_p_....,..._._._.~_.P_~....,.-,-.~~..,.......,..-.--. Jv":(~\'''''':' .' 'f":"',J<: "W ."'._,....",.,.';.....~~.. '-.-~" ,.-"~'"'..'.'...7..:;".~"/1,.,, '" ~.O:".). ..,_..~....:-......:':"~_,._".." .<;-:--~..,~~."':"-~._~,....._-~....--...--,.--~._.._~.~"~~.~~ Model 2137 WIND LOAD ANALYSIS for: Ryman Construction by: Catalano Engineering, Inc. 8/25/95 Page 1 s Catalano, P. E. 8/25/95 I.) Location: Pasco County, FL. II.) Design wind velocity: 100 (mph) III.) Construction: I-story Gable Roof Fiberglass shingles 1/2" CDX plywood roof sheathing Wood trusses Wood frame const. Slab on Grade, (4") Stem wall footing IV.) Geometry Height of ridge (ft.): 16.7 Mean roof Height = 12.3 ft Height of eave (ft.): 8.0 Building Length (ft): 58.0 Building Width (ft.): 38.0 Roof pitch ("per ft. hz.): 5.0 Roof overhang (ft): 1.0 Longitudinal exposure = 984.2 sf Transverse exposure = 486.1 sf Plan area under roof = 2137 sf Page 2 Model 2137 v.) Horizontal pressure: Use Factor (I) = 1.0 Velocity Pressure (Pv) : Pressure coefficient (GCp) : Transverse pressure (Ph) : Longitudinal pressure (PI) : P = Pv( GCp )(1) Height (ft) Pv (pst) 0-15 21.0 20 23.0 40 28.0 60 31.0 Model 2137 Zone Transverse Parallel Location 1 0.80 N/A Sidewall 2 -0.75 -1. 00 Roof 3 -0.75 -0.65 Roof 4 -0.70 N/A Sidewall 5 N/A 0.65 Endwall 6 N/A -0.55 Endwall Height (ft) Pressure (pst) 0-15 31.5 15-20 34.5 20-40 42.0 40-60 46.5 Height (ft) Pressure (pst) 0-15 25.2 15-20 27.6 20-40 33.6 40-60 37.2 Therefore ; "Transverse pressure governs horizontal design" Page 3 t ames Catalano, P. E. 8/25/95 VI.) Uplift pressure (U): U=Pv(GCp)(I) Model 2137 Pressure coefficient (GCp) : :::'::~/:Zong::U~~/ mtt'iliiSVefs.e ::m/Paranel::// UtE_Hen}} ... ....... .... ... .. :.:.;.;.;...;.:.;...;.:.;.:.:...;.;.;.:.:.;.:.....:.;.:......... ............................... ....... .... . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . ... ,,' 1 0 80 N/A Sidewall 2 -0. 75 - 1 00 Roof 3 -0 75 -0. 65 Roof 4 -0. 70 N/A Sidewall 5 N/A O. 65 Endwall 6 N/A -0. 5 5 Endwall Transverse pressure (Ph) : Height (ft) Pressure (pst) 0-15 -15.8 15-20 -17.3 20-40 -21.0 40-60 -23.3 Longitudinal pressure (PI) : Height (ft) Pressure (pst) 0-15 -21.0 15-20 -23.0 20-40 -28.0 40-60 -31.0 Therefore ; "Longitudinal pressure governs uplift design" Page 4 VII.) Net Uplift Model 213 7 Roof Deadloads: (sac Appendix A) Element Description Weight (pst) Covering Fiberglass Shingles 2.0 Sheathing 1/2" CDX 1.6 Framing Wood Trusses @ 24" o.C. 6.0 Ceiling 1/2" Gypsum 2.2 Total Roof Load = 11.8 psf Height (ft) Uplift Pressure(pst) Roof Load (pst) Net Uplift (pst) 0-15 -21.0 11.8 -9.2 15-20 -23.0 11.8 -11.2 20-40 -28.0 11.8 -16.2 40-60 -31.0 11.8 -19.2 VIII.) Hold-down at truss connection: Maximum truss length = 40.0 ft (Assumes building width + 2 x overhang) Truss spacing (ft) = 2 ft Height (ft) Contrib. area (st) Net Uplift (pst) ......Uplift per b~. (lbs) 0-15 80.0 -9.2 -368.0 15-20 80.0 -11.2 -448.0 20-40 80.0 -16.2 -648.0 40-60 80.0 J -19.2 -768.0 ** Specify hold-down accordingly, FS 'built in' to Mfr's tables. Page 5 IX.) Overall Moment Stability (Overturning): Resisting Moment: Dead loads above slab: Roof area: Dead Weight: Total Weight = Exterior Walls: Wall height: Unit weight: Total Weight = Interior Walls: Wall height: Unit weight: T otal Weight = Total Resisting Dead Load (W) : Dead Load Moment Arm ( I ) : Resisting Moment (RM) = Overturning Moment: Uplift : W(I) 2137.0 sf 11.8 psf 25216.6 Ibs Model 2137 (Neglect overhang; conservative) 192.0 If 8.0 ft 11.0 psf( SBC Appendix A) 16896.0 Ibs 145.0 If 8.0 ft 8.0 psf( SBC Appendix A) 9280.0 Ibs 25216.6 16896.0 Total Resisting Dead Load = 9280.0 51392.6 Ibs 51392.6 Ibs 19 ft, Width / 2 976.5 ft-kips U(I) + P(h) Height: 0-15 15-20 20-40 40-60 Roof area: 2137.0 0.0 0.0 0.0 Gross Uplift : -21.0 -23.0 -28.0 -31.0 Total Uplift (U) = -44877.0 0.0 0.0 0.0 Moment Arm (I) : 19.0 19.0 19.0 19.0 Uplift Moment = -852.7 0.0 0.0 0.0 Horizontal Pressure: Height: Pressure: Contrib. Height: Total hz. Pressure = Moment Arm (I) : Unit Pres. Moment= Hz. Pres. Moment = 0-15 31.5 15.0 472.5 7.5 3.5 205.5 15-20 34.5 1.7 57.6 15.8 0.9 52.9 20-40 42.0 -3.3 0.0 18.3 0.0 0.0 Page 6 sf psf Ibs ft ft-kips .. Model 2137 Height: 0-15 15-20 20-40 40-60 Total Resisting Moment: 976.5 976.5 976.5 976.5 976.5 x 2/3 = 651.0 651.0 651.0 651.0 651.0 Uplift Moment: -852.7 0.0 0.0 0.0 -852.7 Hz. Pres. Moment: -205.5 -52.9 0.0 0.0 -258.5 Overturning Mmt. = -1058.2 -52.9 0.0 0.0 -1111.1 / Note: If OM < 2/3 RM, hold-downs are not required. Required tie-down force (T): ( Factor of Safety 'built in' to Mfr's tables.) Therefore : T x b + RM > or = OM. where, b= building width. T = (OM-RM) / b = I 3544 Ilbs ** Specify tie-down accordingly, FS 'built in' to Mfr's tables. x.) Girder Uplift: 1.) Two (2) Point Bearing, Symmetric. Girder Contrib. area (st) Height (ft) Net Uplift (pst) Uplift per brg. 12.3 -9.2 0.0 12.3 -9.2 0.0 12.3 -9.2 0.0 2.) Three (3) point bearing. Modeled as a simply supported beam each direction at intermediate support ( conservative) Girder Mark Span 1 (ft) Span 2 (ft) Height (ft) Net (Mn. root) Uplift (pst) 12.3 -11.2 12.3 -11.2 Uniform load on Truss (pIt) -22.4 -22.4 Max. Uplift Reaction (Ibs) 0.0 0.0 Page 7 ~ XI.) Shear: Model 2137 Load to ceiling/roof dia:}hragm: Height: 0-15 15-20 20-40 40-60 Total Total hz. Pressure = 346.5 57.6 0.0 0.0 404.1 pvlf 0.0 11719.3 lbs Total shear transferred to sidewall = 11719.3 lbs Unit Shear at roof diaphragm: v=R/b Unit Shear ( v ) =1 264.41 44.01 0.01 0.01 308.4lplf Unit Shear at Midheight walls ( v'): (Design case) Total width of openings at mid-height wall : 12 ft Length of wall available to resist shear = 26 ft Unit Shear @ Midheight ( v' ) = Select structural element to resist v' from SBC tables ie. 171O.2B Shear capacity of structural element: 480 plf (15/32" R.S. wI 10d nails at 4"-edges) Required length of transverse shearwall = I 24,4 1ft Longitudinal shear: Height: 0-15 15-20 20-40 40-60 Total Pressure: 25.2 27.6 33.6 37.2 Contributin.g Height: 11.0 1.7 .... .... -23.3 -.)..) Unit Hz. Pressure = 277.2 46.1 0.0 0.0 Reaction (R) = 5266.8 875.7 0.0 0.0 6142.5 Unit shear (v=R/l) = 90.8 15.1 0.0 0.0 105.9 Tot. opngs. @ mid ht 29.5 29.5 29.5 29.5 29.5 Unit Shear ( v') = 184.8 30.7 0.0 0.0 215.5 lbs ft Page 8 Required length of longitudinal shearwall =1 12.8 1ft Model 2137 Height: 0-15 15-20 20-40 40-60 Total Resisting Moment: 976.5 976.5 976.5 976.5 976.5 x 2/3 = 651.0 651.0 651.0 651.0 651.0 Uplift Moment : -852.7 0.0 0.0 0.0 -852.7 Hz. Pres. Moment: -205.5 -52.9 0.0 0.0 -258.5 Overturning Mmt. = -1058.2 -52.9 0.0 0.0 -1111.1 Note: If OM < 2/3 RM, hold-downs are not required. Required tie-down force (T): (Factor of Safety 'built in' to Mfr's tables.) Therefore : T x b + RM > or = OM. where, b= building width. T = (OM-RM) / b = I 3544 Ilbs ** Specify tie-down accordingly, FS 'built in' to Mfr's tables. x.) Girder Uplift: 1.) Two (2) Point Bearing, Symmetric. Girder Contrib. area (st) Height (ft) Net Uplift (pst) U pUft per brg. 12.3 -9.2 0.0 12.3 -9.2 0.0 12.3 -9.2 0.0 2.) Three (3) point bearing. Modeled as a simply supported beam each direction at intermediate support (conservative) Girder Mark Span 1 (ft) Span 2 (ft) Height (ft) Net (Mn. root) Uplift (pst) 12.3 -11.2 12.3 -11.2 Uniform load on Truss (pIt) -22.4 -22.4 Max. Uplift Reaction (lbs) 0.0 0.0 Page 7 . . ,- x.) Shear (Cont.): Model 2137 Roof Diaphragm: Maximum shear at roof I wall interface = 308.4 plf Capacity of non-blocked sheathing ( SBC Table 1710.2A) = 240.0 plf Capacity of blocked sheathing (diaphragm) = 360.0 plf (15/32" R.S. wi 8d nails at 4" bndry, 6" edges) Half Building length = 29.0 ft Slope of the shear diagram = 10.6 plf/ft Diaphragm length required to resist shear = 6..4 ft ( Round value up to nearest truss multiple of truss spacing) Analysis of shear at rootlwall interface: Location along Distance Shear at building length from endwall (ft) interface (pit) Endwall 0.0 308.4 0.1 * Length 5.8 246.7 0.2 * Length 11.6 185.0 0.3 * Length 17.4 123.4 0.4 * Length 23.2 61.7 Mid-span 29.0 0.0 0.6 * Length 34.8 -61.7 0.7 * Length 40.6 -123.4 0.8 * Length 46.4 -185.0 0.9 * Length 52.2 -246.7 Endwall 58.0 -308.4 Page 9 XI.) Summary: Model 213 7 Describe the following: 1.) Truss fasteners. U lift er Truss = -448.0 lbs Simpson H3 wi 8-8d nails (455Ibs. cap each.) 2.) Girder Fasteners. Max uplift reaction= 0.0 lbs. 3.) Gable -End bracing: ISimpson H6 wi 16-8d nails @ 16" O.c. (488 Plflateral capacity) 4.) Hold-Downs at foundation. Tie-down force req'd == 3543.6 lbs. Simpson LTT20 wi 1/2" AB & 10-16d nails @ shearwall ends & Openings (1750 Ibs ea.) 5.) Shearwall element. Wood Frame: Maximum shear at mid-height = 450.7 plf Panel Grade Thickness Nail size Edge Spacing Rated Sheathing 15/32" 10d 4" 6.) Roof sheathing. Maximum shear = 308.4 plf Panel Grade Thickness Nail size Edge Spacing Boundary Spacing Length Rated Sheathing 15/32" 8d 6" 4" 6.4 (Blocked) Diaphragm: (Pattern Case 1) Elsewhere: Panel Grade Thickness Nail size Edge Spacin.g Intermediate Spacing Rated Sheathing 15/32" 8d 6" 12" Page 10 carL 8/25/95 l;~~...e."A'~.:::~~~..o;;.-""')'~____''''''''''''''_",,'-''-~''''''''''''''''~~i/l~..M-;~-4,-;'':';;:i~~.:r...::,r::..~~..';./"'i~':"-:'-'.. ~....~~ ...:, , ~ '.":j(J;.,,j\:.'C'" . ., ,Department o~ COnuminity Affairs . ,S~:':Bfj2', .' ... . ,i:;(;~jR~;f;,:;f'~;Q:?It)AENE~G~EFfICIENCY. c;OJ?E . ~OR BUILDING CONSTRUCTION "'j FOM:6()~~~:3:?',,/~e.si,dent.ij:ll Whole BU;LldJ.ng Performance Metho~ A ' CEij1RAI.., PROJEC'!';':lf~:E:''''~~',-'' J3U;rLDER:. RYMAN CONSTRUCTION, . . AN. .. ..O...'<AD...D... RE..............S. ... f....'.'~.....,.,.F\rt1.;.:.. ....I......} "..".'._' I;. . '. . , PERMI.TTING. .' 1./ .' CL. IMATF; v<'.. . '... .......' "..' ,\-0~~/;;'. . '>. .. ~ (~.-- OFF!CE:t~4 ZONE: 41.:t 51_161~t ...' O~,E;R~;}:.::~t~'ew~ PERMIT No.J:J.'I3 ~ JURISDICTION, No.tll/itJp' " · '.. ., .<<,;.,:.",.";': · '''.'... .. ..,' i. ".'. " ,', , , . .. C . r . . :,', CK l'.':NewbQI1J:?;1;:~g9.tfonor.adClitioQ, . ... . 1. N~w Constrl;1ction " .2,.;.{=lingle~;~~~~tY,'<iet~c::h~?-Q: MUlt;Lfamily attach~d 2" Sa.ngle....J;i'am1.1y ../:;':j:'-,...,(,;'",y:". 3. ,>[fJo!u~t:~:f~m~J;y,,I..~?,,.Of'U~tt~. .' .:', '..' 3. O:'~'1""":" .4. if MUl1;;LfflWJ.ly ,J.fj;;'thie;a wor~'b caS'a (y~s/nO)4. B c:> )"::1", ,> . 5. Condi-ttonaq.tlOoJ;'area(sq.ft. )9. JI '0' lS2 ,0 '~ · 6. . Predominant. eave pverhang . (tt. ) 6. 2.00 : ~ 7. .1'orcn 'overh,ang.. lengtll (ft.) . . 7 . . 0 . 0 o.~ '8., Glas~"area,a,n4type: . 'Single Pa:neDoublq Pane'" .a.Cle~r',G+~~~ . ,. ' aa~ Q' .Osq:f-t 0, oqsqff:,<'I,. ..~I~~,~~~~Iitt*~~ij~01;~~~~J,g~i~1I . . '.. '.. 8M. 72 .e~qft. ..'.0 100'~~'$~i~t~~..i,f :>:'~< S~'si~~tj;p Jifl~A.~({.,(I{~yal'B~,,:pej:~~e1;'-ef) 0'000 , 195 .5~ f't>:+{{~, ':~~.~.lir'tl"W~+t1if~:v:~,~1:'~r~,a;al'ld.~p.ns;ulatl.q~:"\: . ." . . ., .... ;>,:;.,,/;,:.,<., ,.i;!'HJ~""E~ter~or~,;).l~;' Concrete. I (Inslllatl.Cm R-vaJ;ue) . iOa"':1. ~=. .'. ~ .10.9. ,1035'~ ~6.. S~.f.. t~." . .'.'b. ~dj~'c~l1~,: ~~':WdQdfr(:l1n~, (-In~ufatlon R-value) lOb-2 R::;;I.l.100, 302. 2b$q:et~ 11. Cel.ling,t:yp~..a,rea,ap.d' J.n$Ulatl.Oll; ..' " a~<:Und,er attic.( Insulation R~value) :12 .l\irdistBibutfoh .~yste~$ . ' . ,.a.pucts'(!n,s~Iatio~ +'~ocation) :1.3.Cooling':system, . .' .,' " . I ( , . ,. ~ 11a.R=22.00 , 1740.2osqft~... . 14 .Heatlng;'SY$1;.~Ill: .15.liptwa.ter system; 19.J!Ot wate;rcred,its: (HR;"Heat I Recovery, . DH~~Dedicated Heat~~mp) 17 . Infiltration practice: '1, 2 or 3 . \18 ..HY~CC:r:-ed~t$j (CF-:peilj-ngFan, 'cv '!"q+o~s v~nt i . ,".... .'~ijfhW4~:He' ho~se~,fEm,gB...,Att:iciradlant(:, ,'. ,::/t,:,\:>qa~td:e:r;i:uzFM:~i:t..i~oneJ:.";,"';".' ,I ~...EPr.'(mli'~t:Y)\qt, e~6.~d ':'l()O:~'.p~ints)" . , ., : a..:*X'crtaI;.'A~-aU;i.l;t.'p'~ints .,.., .bt T9~aL*asepo1nts:';, . . y., .i' ,...'.' ,\ i12a. R=:= 6.00, uncond 13. lJ;1ype:,: pentral.~/C ...... SE~R: 9.7Q . . 14 ~ Type: Heat ;Putnp.\ HSl?F:: .6.60 , I? Type~ IUectrtc EF : ' () . 88 . "--, , . . ' .' . .- .' --------. ,~ 16. 17. l:~. ~ ~) .I., ~',.~. , .' ~ '. i'<~tk"';," ."';"':'{, ,~" ~',~:~,\:;~f~i~/):f;:,~t;;':';,':f\' '. ,.\,:,'",~:::>:,.t..,.: . '. '\ I" '8 ~ .'23:, ", /, \t\/":'~~'~.,\;>'\, . ; 19'a. '24640. 46,,' ....~ ,. '~9b.' , .28911 ~7~r ::....- , :::::::;:::::::::::t::=::::::::::~:::::.::::::~:::::::::::::::::::::::::::::::::::;;~~J: :~t~+:HerebY:cer't:ifY .th~t;.t.he~pla:ns . an~ \,Y';R~view '. of, .t~~ Plan$an4'.st>~~ifica.t.::j}'9I\~?':' .. ".fi:\p.e9,!t;i~}~,~t;?,nS\ '~9Yet~gt,~ ..' thi ;s'calc\1~.'~::' ;'qov~:t~q.'?y. :t:l}i-s oa~'Cu1.a ~~C)ng;:i.~di9.a~'~~;"~2:.',:/,:, ,~tJ.;(m.tflr~.:'H'l..' compl1;a~ce: ~!th the . ',cqmpl.:LaI1ceWl. th .'tl~e'.F;tot1.~a:"Eq~r:g:y~:~'?;~.,;:,..,~\; .,........E...P~.t...,~~E~. f'"f:S~".' .. .... ...~I~~~~~!!ff~?Ei:t:!~~~!~~~:~ttt: ~\DATE:q-~~.~~: . .. ,?53.908 F.S.. i\.J~, "'O~ :",' >.. r:" "',', ': . '. " '. '. . , . "I:here~yc'erti:fythat, thi~ building is ;, i(1 c()It1p~iancewith the Florida Energy \CQde....... ...~... ..'Q~;,,~~~ J pATK::...2!J J.3} ::J .' .... .... . , ,. " .,<....,... .J.. ... ,. . , . . . . \ 'BU.IL?I. N. c1... O~. tCUL.: . DA'ljE... - .I - t; ') L ,", '., ." .. ....-.< .. .. . '.':/ (j)rd~~C-i . '~ .. ...... .. .., \. '. .' ", ". ' , I '. .' " . \ "1 '. " Jlt.~:lJt'aY.i~~~_____ ,'.J."j "'----~t~- ~~. ~'.....,... ~~ , .":~',; '. ,,;-:'~(~~) ~': >"i f ''''J,,'. {. '\ ,; 'y t I,) **'* ** **** ** '** 'It*** * ****** ** ***** ******* *** * * * * * ** ******'* ** * ** 'i<~* * *******'**** , i' ,<.. . ... "... SUMMER CALCULATIONS . .' . .'. .. .'."'~!:" * * * * * *.,* * ******** *** *** *** * ** ** *.. * * '* ** * it '" * -It *'*'* * ** ** **** * * ** ** * * *** *.....* * *iIt*.~~. ' ... ....""'Y<".. .... .... ...' .... ,. . . '('}" . .. ,i,:;~"':';lg~SE,==='.. "f.'. '- =1:;= AS-BUILT-==:= ..,",:;;~~ , 'F"=~~;;:~;-~"'f'~;;===-~~=~~~"'''~==='''~=='''='''==='''-;=';;;;~~~'7ZJ' g~~~;~R,,~i'~;;;;~;~l'OIN1'S I TYPE SC ORIE~ ~EA" X Sl'M X SpF ",;OiNTS" -----~-~.----~~.---~~----~-----------------------------------'------------~----- " ;: ~ l7..79 82.2 1462.:3 SGL 'tINT N 4.8 51.5 .74183.1 SGL TINT N 13.Q 51.5.83 55.3.q SGt TINT NE Q.3 76.6 .86., 574.Q SGL TINT E 18.7 107:.1 '.. 77 154,5.4 . SGt ~INT s 13.0 98.3 .66 ~41'~' . S?L ,TINT S 18.7 98.3 , . 66 121'~ () :;>GL TINT S 18. 7 9~. 3 .66'1213.0 SGL TINT s 9.9 98.3 .58 565..2 SGL TINT W 40.8107.1 ..a7 3782.2 SGL TIN'.l;' W 13.0 107.1 .77 '10,76.3 ' , .' ,.. SGL TINT . W13.b 107.1 .77 1n76~~ ---------~"';-...-..--'l'f---~---~--...------_.;......-",.-...__-_-__--_.....,.----.,----.;;.,..------...~"':'-...-~"'t .15 X..'CONO,"FL...'... O.....O..,R... I. T..O.,... T. AL...GLA..SS' = .AD.J. X. GtASS.., = ADJ. GLASS,' I.'" (. 'G. LA.... S...~.'.<.....'. " ,.AR$l\::J" .. ,'AR~' '..' FACTOR 'POINT,S .. POIN['S " .l?,OIN'l'S, ' ~"T-.---:"'';'''-~,7C''''.:;''':''''-''''~~';''''''--';''''''---'''''::';'__'':'_'''''''''''''''_.l..__-..._,.._..,._-----...-"+--,-_____~-..; .~~.;"~,":dJ. . .15 "1,,6,~4:09, 172/84 '1.427 '14,207.45 20,2710 .52 J 12, P~6}88' ===::;:=---======;==========:i:;:======;:::;::===:;:==r========;!::====::;=::r===:::;==:;::====;=====;:;:::;:;:::==;:::;:::;:===. .....: lION G~':'-'~-'-;;;;~; POIN:t'S 'I TYPE '. . :R-VAI,~~ A:REA' X '. ~P; '" Pt>>~T~. , \:~~~;;:;:::::~:~::';~:~:~--'-~"'-~:. :~:. ::=::--~-~~~--~----~~-:i:1~0J~~~~~f~t,. :, .. ' . , ,. . '. . '....... ..,,';..Y.....i'.'.....,t1-S,' '.' . Ad) 30~.'2 . : ,..7..21:1'.~, W:oOd!Fram~ . ,~7P<:,::;;.!;g*1'i;i i~~S~j~~{~P~S~;~f~r }, .......~ ~;;;(...,~j1~~~~!(\ :;(;;'7,V'. ... . : .' '< .,;' " . :CEILr.NGSZ~-.~.;,.i.......~_~_.. \ . >;,;".1. ;."~,;:'i.J:.~~~'2+~>:",.' '",..6 22.. O. 174 b., 2.. ..90 ;~i..,;\i i;',"0)'Fif,;!'\.;',~,. ' . " .. . ..... ... .tOORS~"7-4.'''':''''''~--''''-';''_~/ .... ...... .... ..... . ' '.;, " 1i,~fb'\it~~;iTiz!"J31; 8-6 2~~.J 'i. ':S ~~-'<m-'~aci'; '. D :1.9 s .$ . .. ':-~~~~;}!~:,:! :i.'INF:tLTAATION..,,~---_...":'_, . " ,. . " .. ",<. .. 16,44~h' / lO.911919~6 ,Practice/#2 '1644.0. 10.90., 179-1'9,.Ei ===:;:===::;:~;=============::;:~===9==================:;:=============~==:=~=====;:::=====~=~~ .' WOTAL ~UMM.. .. ~R. POINTS. ../ ' . '. .' , ....,.. ,34,2~3~60, 27,261.63 I ::.' ," " ' , , , =====--===~=========7=======:::;==~============~==================~=====7====~~===~ 'TQr;rAL'..x:S~~TEM '=.. CqOLING 1 TOTAL,.' ~ . cAP X DUCT 'x SYSTEM X..CREDlT;:::' Q09L':rN9,.\... ,'SUMPTS' . .. MULT) ... POINTS ,COMPON. RATIO .MULT ' :MULT.. .. MuL'n " .. POINTS,}"'';; X;*.,:;.,.--~.,t~-"...:..::!'_~-~-..:...___~,.4":",,~-_~..._,---~_..._--___-_......_~,:~~-~_':_-~~~..:~_...,..~~...'::".;t'",SS ~~1f~j3:.~,293.60"..37 .12,Q88.63 ~127~2G,~.Q,3 1.()01.~OO, .,352 1.000 .10,5~5.7o, ~-r"'~7="'~-==""==~~========"'===~="'~~7?~r I~{.'$, ". d\ I{V> < . ' . NE E S, 82.2 82.2 &2.2 766.1 1535~5 4~50'. 9 w 66.82 .82.2 !?492.6 >~;~~)ii-~ , I..L .ll" .I",~., M'fi"'~.-- l!ll~I'~n~lO.~. .....:..... l ~ oJ ~.. '"' -1l&';i;i:;f..-~-~~~~ r '-. '...1............""" , ,;<f:.>;)1~':, ."(, ,.'.;:,;."c'" * ** ** * ** 'I.t* * ~ ** ** ** * * * ** ** * * *** *** ** * * * * * * ** * * * * * * * * * * * * ** * * * * * * * * * *** *.* *** '* ***~ c'. .. I . " /01-. , WINTER CALCULATIONS , _ * * *** ************* ** * '* * * ** * * * ** ** * ** * * '* * *~ * * * ** ** * * * * * * * * * * * * ** * * * * * * * *** *-*.*,*** ==== BASE=== I ' ===' AS-BUILT === . ========;C:==:::;===""~=:==::::=====;:;:===7=::!;r=======-""'========::;:==:r=='==========:=========C:=-"";==;7'77. I,...', g~~:':'~~~''"'~;;;;j-:"' ~OIN't'1l I . TYPE. SC ORIEN ARElI X WPM X . WOF = ro~N'rIl: -------~-~~-~~~~----~.--------~~-~~---------------~--~~-~____,_~_~__------~----,- l'f 17'.79 ....::3'.4 -60.5' SGL TINT N 4.8 9.6 1.16 ,~3.0 I SG~ TINT N 13.0, 9.6 1.10 137.7 SGL TINT ~E 9.3 7.3 1,19 80.8 SGL TINT E 18.7 -2.0 -.24 9.1, SGL TINT S a3.0 -10.2 .6a-gO~~ SGL. TlNT S 18.7 '-10.2 .68' ,~l30-.5 SGL 'I'IN.r S 1,8.7' -10.2 .68 ,---13b ~5F $~L 'T!NTS 9.9' ....10,.2 . 56~59~:4 ... $GLtIN~ i W40. 8 :_2.. p . 47,"':i2.~':4" SGL'TIN,T' W. 13.0 -2..0 -,24 ~..3,) ,SGL-TINl' Wl:).O -2..0 -.24.' 6.3 .' -----....-~"T";':":',-:"-----........:.-----_:..----....~-:..---.:.. -...:7....-----~---- - -.. --:- -J---\-~- -----........:..----_~___ .... ' .15 x COND.' ,FLOOR I TOT~L GI,ASS = ADJ ~ x. GLAS$= ADJ GL1~SS I 'GLA..SS. . AgE.A<' ) "AREA'. FACTOR POINTS POINTS PpINTS ", - " . '-, ..... .' " . .I. ... -I-------_..._~-.----,,-_..."":--........_-.;......-...-...._-...--- __,.:.______;-____.,.__,..--_-__________.,._ .........,..__-... .15 '1,644),.,0,9, ..... ... ..172.84 1..427. '-587.66 -83~~~44 I -131.40, ..;:=::::==========$;:=~,?:==9'=7"~~T7=l::;::==",;~:;::==~=======:::;========~'===:i::=:;::=======:====='7=fi'====='===~:::== ,~ONG~~I"~7~7':~~~~;:P6INTS 1 TYPE ~-VALUE ARE}~ X WPM = POINTS . . -.;..,,-------~--~---...----~---......--...-~-----------..-..-...:------------_._--------~-~---..... NE 9.32 -3.4 -31.7 E 18.68 ~3.4 -63.5 S 6{)~23, -.3.4 -204.8 '. W WALLS-----~----...---..- Extl035.2 1.1 :,AdJ 302.2 1.8 .. t OOORS-----...,..---,.~--...- Ext20.0' 5.1 "~dJ17 . 8 '4..0 :. \ i 5.6 1138.7 Ext NormWtBlock In 1035.2 2.9b 30()2.0 544.0 Ad) Wood Frame 11.0 302.2 1.80 51-4.0 102.0 Ext InS1ulated 20.0 5.10 102.0 71~2 Ad' Wooq 1.7 ~8 5~90. 105~0 .. J 94~. 2 / Under Attic 22.0 1740.2 .90 15(56.2 -371.4 Slab-an-Grade .0 195.5 ~i' , , ,.~ ' '"'' ,'. . ': . . t . ...'iCEILINGS....:-~-'"'i'''''\--_:_...J_ U8.' 15~2!O .6 I. .F~OORS ......---...;--......-.......__ ,S~b 195.5 -1.9 INFILTRATION-.....--~_.,..__ , ...'/"'i. ....... I " ':. .',' ',' '. , . . , .' '_ , . . : '.' . . '_ '_, '::, _ ',: ' _' <,.: '_,.~ " " :~, ::" ,'.', ,':" _, , ..."'1.64:4..Q.,;(;) ','4'~1'6740.4 .' PFactiqE;} #2, .. '.i e. . .164~I~O . .4~lp'::\~t4Q{:~~i;"" . ,..;:::::::=:;::==;:=:::====;='F;::;=:::=======~==__;=;:::===::;:=t:;:~7:;::==~::=;:=====:;::::;::==::==:;::;::============;;,===:;::=====;:::=:::;~==;:===:;:==7==.... . ~OTAL WINTER POINTS 8 , J J 5 " ~5 I ". . .."d ..it);rf~!!~~ll;; ..:;===:;::=;=========";======1===:=;====-__==:;::==:::==;;===;'=:;::=*=~:;::==::d===~::;=======-:;-===:;::==~=~;;~::;::::::i,..I.' '1'..0. TAL.. 'X. S. YS't.EM! .::.aEA.T..:;rNG. . I. TO.TA. L.. X..,C.AP X DUc;T/,X. SYSTEM. . X tREPiT.,(.'.;::ij~.. }r:t;MG.~...'... :d. ,JUN.PTS: W1;t.T,>POI.NTS . .COMPON'RATIO. MoLT MP'LTMULT'!>OINTS<(:' " .,..:, ,.< :,,".<.,:,~' ~,::,'. . ,..:Y:":, }::,1~':_i",-;:~",">':',;:L:,:< , ,:S:',~r' ',', a;'-- llw!l....i.'-".~~~:J:l#.:IMf!',~. -~fiMJ..:h'~."c"?~~~-4.~..l'b-..zo..~~.~~~-=...._{>.t::;,t:tt:::::z:;:::rJiP~'Z'~'~~...~ ... ' ;: ~~.f::,,\:l:l~ (; . ..i,,~!.f(,!' ~' .,.... '_,1.:_', ' , , ' _ ,.,' ::::-:;:"(':'.:}::-;':f<:,~f..' **** **.****,****~**** **ft,,*****,* * '** '** * *' '* '* * * '* * '* '* '* * * '* '* * **'** '* '* * * * **'* '* * '* '* * *'* '* * * * '* *"It*** ~:,',: I :" ,"',', '_ ," ,"'" , , , , , ""'"_,"'/ ',':,__,,,,:,,,,\..j " ...... .>'. .... . ... . ... . WATER HEATING. ."'i.'<. /. ** *'****.k*~ **1c****** *** * ** ** ** ** fr* * ** * *'* * *** ** * * * * * '* * * * * * * ** ** ** ,*,** * *** **.**'if* * *';'" j' ':':'--"tlASE'--- . I --- A~-BUILT -_.~ . ==r~=~=;==~;;;:;::=F==T==:::====~-===================:::==========::::~=====~====~===;;"b~: ::~~' X l{ULT. =--. TO'fAL I Tl\NK, VOLUME EF~~~O x.lWVI' x ~~~~IT =.,~?T~,; -~~~-j-~-~~~-.~-----~~-_._~--~---~~~:--~-~-~-~--~----:-~--~~~-_._-~----~~-~-~~~~~ - .~ .3527.0 7,05~.00r4Q .a8 1.000 3527.0 1..,007;0.54.PO' =-~=~==!~~}i2~~--=======~9===~~=========~='-'=======i==T==~===~======~~===~===~==': '* * ** ** '* *****'*.* #******* ****** ****'fr** ****** * ** * * * * * '* ** ** * '* * * * *** ** * * * * * * **** **** , .."....... -, . . S~y .' ..' *** * * * '*'*** jli*1t,~* '**tr* ** **** '* '* * * *** * * * * * ** * * * * * '* * * * ** *** * * '* * * * * * '* '* * * * * * *** '* * *oJr ** * * . . " .,,!.;;~::1;~7,BAS~ ==;" I =:::;=AS-BU:J:LT p;::=' F=97~=~7<~~~~#~~===~==*======~=~========~==========~=======~===~========~====== CQOLING,;!''':'~A'Il~N.G . HOT WATER TOTAL /' COOLING HEATING ,HOT WftTER . TOTAt ' rp~NTS~:;+,>',~(j:rNTS +1'OINTS = .' P()~ltfTS. POINTS + POINTS. . + POINT.S 'P P9!rtTS, --~-~~-7T~~~r7~~---~-~r-~~~~~----~------~-+~---------~-----------_~______~_~~~ "i1.2688:6'..r'!:~'~i~9 ,,'l.. ...:. .7054. (> 2.S, 9;1.1, '.73 I '.10~55. 7 ' , 70~O. a ,70$4.0' 24,640.46 .' . .=.=:==r==:;:=:;::===,:;:~:=:;::=.::::?=:::;.::;==:========::;;:====:==========:#:==.;::==;:::==~::;::;::;:::===,::========;:::===~::;::=~, I.. . ; .. ~**************** * BPI = 85.23 * ***************** A - . ~- -"l_;iiI!\i'.:lIl'i':""~"V'~"""-"Vl-'" .....~,~ ...",;,; ... ~""''''''.''':''''''~'''-;:'"''''J!~'~ . - . '"j4 ,"""""-,, ~ ~:. ' . . ~ .. 'i For detailed information of theEP! rating ~umper' or for any lTEM listed, ask yo~r Bui~d~r for DCA Form 600A-93 pr Form 600S'"-93 ENERGY GUIDE EPI= 85.2 o 10 20 ~O 40 50 60 70 80 90 100 Ir-----~~---------~~~----~---------X---~--1' ,The maximum allowable EPI is lOp. The lower the EPI the more efficient the hQ~e RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM, HOME VALUE Low Efficiency High Efficiency WINDOWS. . . . . '. . e'. ., e, . "..'. .-. . . ..- Sin~le Tint SINGL CLR DBL TINT I------x------~-~--~-~I , , INSULATION. ; .. . . . . ~ . . . . d. . . Wall ~-Value.~......o 5..0 RrlO k~30 I--~---------x-~---~--J. R-O R-7 17-------------X~~~~--1 R-O .,'R-19 I X --:-~---~-----..:-...-..--l ' " \" , I ceiling R-Valu.e.1 . . . ,0 . . ..~ . I, 22.Q floor R~Value.-.,,"'.... 0.0 A;rRCONDJ:.TIONER.. . . . . . .. . . . . SEE;R;e' -. . . .. . ., ... . . . . , .. . .'. ~ .' ~. e, 9 '. 7 10,0 SEER . 1.7.0 Ix------------~~--~~--t HEATING SySTEM..."..........., j 'j i' -'" ',- I . '. .E~ectr~c HSPF..,.. ~ .. .. . . . WATERH:EATEiC:'~',~" ,;.~,>,:,X.,!'i/,," J.' ,:'0:;{;~~:I.~bUr:i,c ' EF. .... . . . n .. ... ":::).;;~{f,r~? '"--' ,,', . . '.; . -Gas.. ~F-... .. .. . .' . .. . . . . .. i' 6..6 6~8 HSPF . 12~0 . I~-~~---""----""-:--:-:-:-~~ I -, ~ . l 0..88 0'.88 0.96' " X--... -----'----:--. -------...-..1 O.~4\ '.' . '0.90 I .,' I ' .' )-~-~--,-~----~~_.~~- 0..40 '0.80 I-------~-~.._._--~-,....---I 0'..00 ". solar EF. .-.'.'..... ........ \' ; . , 'OTHER FEATURES. . .. . n.... . ... \' ,': , / ",',' , ';' ,I 0 ' . -\."... .'.0-,. ~ .'eo-,- .-..-__..,...., _ '~'.lt, 4!'- ':' ''-.~", . '. I'cert-i{y that these 'energy En~r9Y Coqe.~avebeen " - . , for tqeFlorida '."" "'" .'. ,:\ .C't'fZ1... ..... . ". ' . '0. .. ,....' .. :~tq:~a.Cia;;'EI\(;n::", 'y. ....' fOrBl,l.lld;z.ng Constt'uqt.lotl '- 1993 p'ro;t"ida,Depar:tment-of,cornm~rili.t:i ,Affairs .)~: c ~Dat~:.~- \,~~~l'f;-- FL.....:tt:P~ ............. v.. ~,.;,,~-"'..I,'"'...'.....IW.w..;.J ;..,;\.J....,I,.,J~..I......\".I 'i'f\~, ""I' ~~l_lh -'11~~ lll"'n' !i.!\~' . "l~""'" I." \ 1 .,', t: ,,, '" '"..". . ,n.1") \ > , '. , . ~~ti\~)~'~%~ ,'~ ~F\f\\'e.":{7~.!:~~:1 "1 SMI~~.~~.: ~ l' . ~.'..,t.;,Jj,'i'I.."',' to"'"..')::'>'~' ..'~'~, <I',: ";,;~~,rf,~, ,'", ",:\prii.;:n B i...,' \.',\ -'., C '\ tOc;f.?r':{ON>'~ ~- ~co~~oa~ ~':; ~~,~")~Fr::I' I.D. ~u 4"1"!'\.I. P\.L;"f"l ,\, : ;<i~( ;~;;' .: ~;:" ~,. '- . '- . ',;\~.~,:-:.:,';.~~%~:~~,:. " ...;;:.i.:':'.... #\o-~G. ~t -O''d--D-ooCX)O- oe~b ALL EXISTING & PROPOSED STRUCTURES 9IVING DIHENSIONS &. SETBACKS. ,lte BUILDINGS .}\\J 51' SHG\~ G I~ \\ & FOUNDATION INFOR- MATION. ",'v :-~:::' - '. '~fi~;i~' . '.,~~i~;:. '; ."i ',~:,';; ~'!; i" ':-:. I \1- ~...... .';:>~:.':!-"': ;:,:,';~~"Y'i'; ""...,.; 'lJ~':': " 5' ~ N ~ U..) ..~~~'i:,QeN.ct~, s( (NOTE EXAMPLES 1 & 2) STREET 'J-O FRONT PROPE TY LINE '(OR\<~":t..eE ......_.~ c~ R1, R2 ZONING 60' 2 . SETBACKS FOR R3 i6~J:NG\' 60' 101 P E R X o I P .... S. 0.... T' S:' I. E N D G 10' 10' 10' EXISTING 1 0' PROPOSED 20'SGL FAM ,.. .......~'....____._~~_.~_~".'O-..,...,...- ~-~-'-'-'"'T!"-~"'----- "~ "- CONTRACTOR #: 001690 NAME: I<EV I N ADDR: 37325 S.R. 54 C/ST: ZEPHYRHILLS C E N T R ALP E R M I T TIN G DATE: 12/14/95 PASCO COUNTY, FLORIDA PAGE: 1 OF 1 ISSUE OFFICE: D RYMAN RECEIPT NUMBR: 00268549 OFFICE: DADE CITY FL 342480000 FOR: CHECK # 791 (:. 1026210120000000820 5745 YORKSHIRE CONTRACTOR: 001690 TOTAL AMOUNT: ACCNT COMPNY ACCOUNT CENTER 114 B450 - 363000 - 2 2.42 AMOUNT DESCRIPTION/PERMT DATA DRICR 2.42 ****** SOLID WASTE FEE 60 RECEIVED BY ____ . .. 1 '. .", '.- -'c. i.fW!fiP:2'JjjI'".,'IPW~~.. ,~-. ,...,...,..,. ~;--'1;1f"""<-'-'lII!;"';;~;C~. .'--""'i;'e'~--' .~ ""'tt.'/ .'1 ".. !i+ .., 'Y '\ \.....-/ I-.J PASCO COUNTY, FLORIDA Permit No. Date Permitted Builder Name/Owner Name 4- County Parcel No. ,.' ;' - / .,.< Location Subd. Classification/Type of Use TRANSPORTATION IMPACT FEE CALCULATION EXEMPT 0 Rate $ Zone No. Sq. Ft./Unit Impact Fee Amount $ -....' . -- -..,. .;.":-"'--~<'#'.,~--_.... ----... ..,.... ....~- -. -----~ --"-. ,~. .,,.-'" Prepared By The above impact feehas6~en 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 I Gross Sq. Ft. (GSF) Rate/ERU - 50.00 x 0.96*/Year or $0. 1315/Day ERU Assign No. Assessment - (No. Units) x ($0.1315) x (No. Days) Assessment - (GSF) x (ERU) X (0.1315) x (No. Days) 100 TOTAL FEE $ TOTAL FEE $ *Discounted for Prepayment The above assessment has been established pursuant to the Pasco County Ordinance No. 89-07 and Resolution No. 89-197, as commended. THE ASSESSMENT WILL BE CALCULATED AT THE TIME OF ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. NO CERTIFICATE OF OCCUPANCY OR FINAL POWER RELEASE WILL BE ISSUED UNTIL THE AMOUNTS LISTED HAVE BEEN PAID AND RECEIPTED FOR BY A CENTRAL PERMITTING OFFICE OF PASCO COUNTY. Acknowledgement below does not imply acceptance of concurrence, but simply receipt of a copy of this form, placing the building permit owner on notice of this assessment and the conditions of payment for same. ~:'~...'~' Date ~.,-. .~ '-", Received By ------------------------------------------------------------------.--------------------------------------------------------------------------------- OFFICE USE ONLY TRANSPORTATION REC. NO. RESOURCE RECOVERY REC. NO. DATE DATE BY BY White Applicant Canary Trans/Finance Canary RR/Finance Pink Office Green ., Bldg/lnsp feecal:ce J..;l'_.