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Home My WebLink About95-5274 y 00' vV /~~meter R If ?d~-Z> BUILDING 'BU'ILDING PERMIT - CITY OF ZEPHYRHILLS P~rmit N! (813) 788-6611 -;~527~ /3' Date / 0 .-...] - 7-j- t;2, 'l..s- ELECTRICAL ~:S:-- c:rv PLUMBING -.ft). trD MECHANICAL Sewer Conn ~ ~ p [)~ dD Water Conn: , :1-.5 YJ . otJ Water Meter: /.6-S: tr}J T.I.F.'s: ~ f!:4 Property Owner: 1lj : ~, Job Address: ~A./l . P",cell,D,' '7,-,--6 -;J./ - t) 0 - CJCJ& go ~~ d _~on1t~ \ ~O..kj,1j j, Zoning: Ener~de: Description of Work '-!Zh...J _ .-.1 ~ ~ c.o. NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspecto~ - .. LLI.~J.L...,,,~H_ ,_, H _ III ~11'rr II~. . ~ II-b -9...5 ~'.3~'? ' V I ,(J Permit Fee a uatlon or .... _ .' . Contract Price '--~:S. 3 g- b . d7) Signat Company Address City License Registration # State Certified License# 02~$l Telephone# I = 9I~,~ ~ ~ PLUMBING Y~b - F", /0 ~~ ~y~ Tp, Serv, SLB /0-11-1)., 6'l-<- PreSLB/O' ~'f" ,vLRoughlnll*:!,O.Q5"&8 Tub Set - Z)- Lintel ~ Meter Can /(/ -3 ~ Water ID"'-~ q'- FRM. J.1-tb-'5' iLL , Const. Pole /lJ}b .ti -; ;~ f!fiewer U --I. / Insul. CL Pool Final WL JJ, 30 .CiS J?,Ll- Pre...Meter /2-2;'-4::) ~ Final Driveway 1~-(l...'T5 BlL...L-~f~\O_'3_t1'~ 6~ ~~~ ELECTRICAL /3aLu ~ MECHANICAL /7 ~i?1An~ ~ BUILDING IfJd/)~ 97 Breakers Ducts Insl. II Z--l.--Lj"i ~~ Compressor Final REINSPECTION FEES: When extra inspection trips are n~cessary due to anyone of the following reasons, ~ J A 'J ;)).'1S' charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade: /1 vtJfJIX.. t' _ a. Wrong Address ~~~J /t7-3-9-S_ b. Condemned work resulting from faulty construction. {)!i ..-J-'~' L~~.l /O,3-Y~ c. Repairs or corrections not made when inspection calle . ~ d. Work not ready for inspection when called. ~Pt:J^-.I-S- Ip e. Permit not posted on job site. ... f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. ........., '.Ioo~-r-'.i"..'. ( . ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM AlTENTION: Use of this certificate does not provide a waiver of the flood Insurance purchase requirement. . This form Is used only to provide elevation Information necessary to ensure compliance with applicable community floodplain management ordinances, to . determine the proper Insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMA). , . Instructions for completing this form can be found on the following page.. . '. '. ,. ,.' . . ...1_', .~,:. :. 0.M,8, No 3067-0017 Elfp;resM.y3'. '993 SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE POLICY NUMS"" ..: COMPANY NAIC NUMBER ~ SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION TATE. ZIP CODE 3s;Y I 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 1.;2-/7-7 ( AL (In AO ZeIMe.... depth) . 1;)..0 .;;WS- 6 {) 0 ~-- c. Rtf Fr, 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): DNGVD '29 o 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 I ~i{ I. U feet NGVD (or other FIRM datum-see Section B, Item 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 ~. .0 .. 2(a). FIRM Zones A1-A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram Is at an elevation of I I I I I I.U 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 B, Item 7). (c). FIRM Zone A (without BFE). 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 In 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: ~GVD '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 Sect/on B, Item l). then convel1the 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 I31ic, (See Instructions on Page 4) . ~; '. 5. The reference level elevation Is based on: Bactual 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 cel1lf1cate will only be v.slid for the building during the course of construct/on. A post-constructlon Elevation Certificate will be required once constructlon Is complete.) 6. The elevation of the lowest grade Immediately adjacent to the building Is: I I I 15151.11J feet NGVD (or other FIRM datum-see Section B, Item 7). ' SECTION 0 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 Wlowest floor" as defined In the community's floodplain management ordinance, the elevation of the building's ~Iowest floorW as defined by the ordinance Is: I 'I I' I I I.U' feet NGVD (or other FIRM daturTHaee Section a, Itenl7). II'" '~'-: " 2. Date of the start of construction or substantial Improvement fEMA Form 81-31, MAY '0 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION / . ( -... _'~'4-;._ ....'.'if~-:~:...... ....... SECTION E CERTIFICATION This certification Is to be signed by a land surveyor. engineer, or architect who Is authorized by state or local aaw to certify elevation Information when the elevation Information for Zones A1-A30, AE, AH, A (with BFE),V1-V30,VE, and V (with BFE) Is 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, . property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 . Distinguishing Features-If the certifier Is unable to certify to breakaway/non-breakaway wall, enclosure size. location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Fealure(s) not Included in the certlfi~tlon under Comments below. The diagram number, Section C, Item 1, must stili be enter~.' ". I 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 1001. .. CERTIFIER'S NAME DAVID G. ARMSTRONG TITLE P.L.S. C FRED DEUEL & ~~C~~S INC .I.ICENSE NUMBER (or AIIIx Seal) 1'14970 33541 STATE ZIP ADDRESS 5 SIGNATURE ONE PHONE 01/03/96 813-782 6717 . .. -r " . t ., . te for: 1) community official, 2) Insurance agent/company. and 3) building owner. COMMENTS: I'.... I ON SLAS A" V ZONES. ZONES WITH SASEMENT ON....... ~..., . PIERS, OR COLUMNS ' r." ,i.;' ut-r "',' The diagrams above Illustrate the points at which the elevations should be measured In A Zones and V Zones. . ., ," .'. .,\,', "f'.i Elevations for all A Zones 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. _.._,.._DlIlfta ., \3u~L~)I,~G- ::: Ii EU2Cfil. \L- ih"~Nl.r I': ") j2, '/ tV\ f\ I'-> (c,f,-'; f) T' 3'N'-l4 BLACK '66~ ~ L-+' '" i ::VAL.0^-rI~,J~. 55.3%.uo r" t-f73.~C ~;).J.ff.. -'- . .:> ~ . c .' J'YI p.t'\\f\Nl<. (1 L- ' , , 30. :.> ':. . i'l Sv810 17\ L- ,,' Lf{1i.iH 'I ~:~ -0D. GO -- (0 77tl- ill I!I :'! CCN,.1t2..Cn eN 0EtJG-~ :': 1/L'7'D1CD 111--0 I,! iAJr{t j::':'\" ,., 35D. t,'C I:,',' lor c () j(fT]" /1.,\ lir~..f, 'l6rt1 L "'1 ~q 01... -s/l ft.; I; '71 3, L\?J :'1 :': 1\ A- \)t N 6r\~ /1. D 1- i" !II ~5~~(')(. J,Lfofo il.o~ x %b r~s I:! .~rJ6 Vc:.(2:[lrfi crJ /J11WtLT f(J.-S ~ 1 r :! i,l AJ~ I" .'/', )11 I I iil I . I., i'l i . I ." " " !! ~ ' i J 6)\ Pi: l-iv'W ts- 01'1' fr. oTltllJL ;\PPLICATION FOR PERl-lIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT ~p ];0 A PPLl CANT B ~ l'Y'II'<"'::' C C N ~LLC~ Q~ 'X- N <;! ADDRESS 6 (3~ S S, \z. S<\- Wc:~ t- - -~ :~PHONE OWNER ~ kCUJI0 RyrnA--N JOB LOCATION~l\-l\C\ - ~1~c.\{.'neAL~Y Q~ LOT SIZE_X , B\~c78Z-0S2..S- AREA SQ. FT. LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL 1. 0, '.' {O - Z ~ -:}( - O{dD - 60000 - 0 3<=to WORK PROPOSED:~New Construction ____Addition ____Alteration ____Repair ____Install ____Sign/Temp. PROPOSED USE: ~Single Family ____Sign _Move ____Demolis! ____M/F ____iF of Units .____:'-1/ H ____Commercial ____Indust. ____Swim. Pool Othel' } ____Restaurant & Health Department Approval 5B X_I .' \ '1.0 d- ( BUtLDING SIZE': . 3 '7 Square Fee t. B Heigll r RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FOR.'1S.' " COM.'1ERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORNS. H **COPY OF CONTRACT REQUIRED. PERMITS REOUESTED ____BUILDING $ eol,qoo / ~() AMP Service $ ;}-SOD Valuation of Total Construction ____HECTRI CAL Florida Power Corp. x: \~. R . E. C , .Jr. ____MECHANICAL Valuation of Mechanical Installation ____PLl~BING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: ____Block ~ Frame FINISHED FLOOR ELEVATIONS:~~~ ____Steel Other ****************************************** B UILO ER Signatur~~_ CONTRACTOR SEC~~ Company' k~ QC~~v-c+06~ :t:.1\.JC' ~ State Cert. Regist.!; e~-03S'~ " " City License Regis tra t ion iF S Q. 7 ~ . :::w************************************ . EIFCTRTCTAN Si~natur~ ~~ ~. Company t-J\A--e--\'~ '); \ec.~~~ ~ ~D _'- sc~ateL~ert. oRr R~gis t. ,iF ~~ ~~ f'4 'i ~~ ~ lty lcense eglstratlon 1 ****************************************** 9''7 /I td/~~ compan~ State Cert. or Regist. # City License Registration J **********************ft******************* " , ~ECHANICA.I Company \i rz.. GA ~ ~b State Cert. or Regis'. I' A Signature City License Registration 1 ***************************x******u**** OTHFR Company K ~(Y\rG:J OC>N1:;k41J ~ ~ <:-: ~ S~ate ~ert. r R~gist, ,iF Rc. - DoG.:. l<O +b Signatur --- ~ -,.5. - Clty Llcense Reglstratlon iF 60 , r ,~ APPLICATION APPROVED BY )?*~"m~"*""""""""" PERNIT OFFICER. ..,~.......J.'''~''''''''''''"'''''''''''<!'~''.''W:tt-';eu...'''it..,......,._""...."_,.,."",,...... CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this perait lay be subject to udeed restrictions" which lay be lOre restrictive than City regulations. The undersigned assUles responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSEP CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor lay be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing requirements may apply for the intended work, they are advised to contact the City of Zephyrbills Building Departlent, (813) 788-6611. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor{s) sign portions of the "Contractor Sections" of this application for which they will be responsible. If you, as the owner sign as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that lay be an indication that he is not properly licensed and is not entitled to perlitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, bave been provided with a copy of "Florida's Construction Lien Law - HOIeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is sOleone other than the "owner", I certify that I have obtained a copy of the above described docuaent and prolise in good faith to deliver it to the "owner" prior to couenceJent. E. CONTRACTOR'SjOWNER'S AFFIDAVIT I certify that all the inforlation in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning, and land developlent. Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or installation bas cOllenced prior to issuance of a perlit and that all work will be perfofled to leet standards of all laws regulating construction, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governaental agencies lay apply to the intended work, and that it is my responsibility to identify what actions I must take to be in cOlpliance. Sucb agencies include but are not lilited to: * Department of Environmental Regulation - Cypress Bayheads, Wetland Areas and Environaentally Sensitive Lands, Water/Wastewater Treatlent * Southwest Florida Water Manageaent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses * Army Corps of Engineers - Seawalls, Docks, Navigable Waterways * DepartJent of Health & Rehabilitative Services, Environaental Health Unit - Wells, Wastewater TreatJent, Septic Tanks * US Environaental Protection Agency - Asbestos abatement I also certify that, if fill laterial is to be used in Flood Zone "A" or "A, etc. ", it is understood tbat a drainage plan addressing a "cOlpensating volume" will be submitted wbich is prepared by a professional engineer registered in the State of Florida prior to permit issuance. A perlit issued shall be construed to be a license to proceed with the work and not as autbority to violate, cancel alter, or set aside any provisions of tbe technical codes, nor shall issuance of a permit prevent the Building Official frCl thereafter requiring a correction of errors in plans, construction, or violations of any code. Every peflit issued shall becOle invalid unless the work authorized by sucb permit is cOllenced within six lonths of issuance, or if work authorized by the perlit is suspended or abandoned for a period of six IOntbs after the tbe the work is cOIIenced. One 90 day extension of tae, JaY be allowed for the peflit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection lust be logged during each six IOnth period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COKMENCKKENT KAY RESULT IN YOUR PAYING twICE FOR IMPROVKKEHTS TO YOUR PROPERTY. IF YOU IKTKND TO OBTAIN FINANCING, CONSULT ~ITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A uNOTICE OF COKMENCKKENT". ~_ ~0. ~ SIGNATURE: OWNER OR AGEKT <':.., -- STATE OF FLORIDA ~ COUNTY OF . J' ,~ The foregOing ins~~ent was acknowledged before me thiS_~d-~ , 191s by \ who is personally known to m pro uced as identification and who did/did not take an ".,th. # 1) _ ~~~~ (Signature) STATE OF FLORIDA ~ COUNTY OF ~ The foregoing~iDs~~t was acknowledged before me thi~j, 19~ by /l,/ who is ersonally known to me)or who has ./ produced as identification and who did/did not take an~~.,~,_ (Signature) Stamped) (Name Typed, Printed or Stamped) NOTARY PUBLIC """,~ .~ DONNA M SINCLAIR * * My Commission OC3Sll1l8 ..... Expires Jun. 14.1Q8& ~ Of f'LfII!>'" (Nam~ Typed, Printed or NOTARY PUBLIC ~~~ .W* ~O'f'L" DONNA M SINCLAIR My Commission CC382619 Expires Jun, 14.1998 r---- CIT.Y OF ZEPHYRHILLS DUILDING DEPJ\R',I.\ENT OWNER ~l) m~l\..\ C(:)~~R l''-C\-':\() ^- \, JOB LOCATIO) ~-\- >9-3~~ \..0'eD~J;>l0000 \D- ~(o '3. \ - 0\&-0 - 00000 -~~,.\ cYS40 -~ PARCEL 1. D. It SHOW ALL EXISTING & PROPOSED STRUCTURES GIVING DIMENSIONS & SETBACKS, (0\ UTILITY BUILDINGS }\ U S l' S H m~ S I ~ rl & FOUNDATION INFOR- MATI ON. . I 8 ,- I ,~ ! I i I I 5 \ L, I I , , i I I i ; " \'2; b7 .' \8"; FRONT PROPERTY LINE ~I ' l~tP.(K.~~ ,- (NOTE EXAMPLES 1 & 2) STREET 1. SETBACKS FOR Rl, R2 ZONING 60'- oc:; l...'" 1 2. SETBACKS FOR R3 ZONING 60' 10' p E- R X 0 I \ 10' P S 10' 0 T S I E N D G 20' 10' 10' EXISTING 1 0' PROPOSED 20'SGL FAH JO'DUPLEX FRONT PROPERTY LINE FRONT PROPERTY LINE ,.....-.. -.-;"..,"T "'~':- ," ~rII,."lI!",..'t". . ",' ',' " ,; ',~",~._/-,"~' 10' T I I I . i 11\ 0 ' ,,~ , ~'liII1!'ott"""......~__,;t,I'.II....~,r......;J::""';3;"::~_~... "-;:..::c:<:~.;-,.:).'';":::,';..;.,,,.,, .~)'.~'_';.~..;.":,_' ';"" ."-'~...."".___...............~.........._.....,._,~......~. ,~ =~~:;t~:..'t."'~'._~~-"'<W'~..r'''Jh'!.el'JIi''';.!.:l,::-. Department of Community Affairs FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A CENTRAL PROJECT NAME: WEDG~E OD OR BUILDER: RYMAN CONSTRUCTION CO. AND.' ADDRESS:S?'Il/9 PERMITT~NG CLIMATE ZEPHYRHILLS, FI.; 3354 OFFICE: - ZONE: 41..1" 51_1 61_1 OWNER: PERMIT ',:5:.175-.8 JURISDICTION NO. 6116C~O .1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2. Single-Family 3. If MUltifamily-No. of units 3. 0 4 'If Multifamily, is this a worst case (yes/no) 4. 5. Conditioned floor area (sq.ft.) 5. 1436.00 6. Predominant eave overhang (ft.) 6. 1.50 7. Porch overhang length (ft.) 7. 0.00 8. Glass area and type: Single Pane a. Clear Glass 8a. O.Osqft b. Tint, film or solar screen 8b.182.4sqft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 10.Net Wall type area and insulation: . a. Exterior: 1. Concrete (Insulation R-value) 10a-l R= 5.00, 898.44sqft_ b. Adjacent: 2. Wood frame (InsulationR-value) 10b-2 R=11.00, 230.40sqft____ 11.Ceiling type area and insulation: a. Under attic. (Insulation R-val ue ) 12.Air distribution systems . a. Ducts (Insulation + Location) ,;;f3.Cooling system SN: 8132 Double Pane O.OOsqft O.OOsqft 9a.R= 0.00 , 168.60 ft lla.R=22.00 , 1436.00sqft____ 12a. R= 6.00, uncond 13. Type: Central AIC SEER: 9.70 14. Type: Heat Pump HSPF: 6.60 15. Type: Electric EF: 0.88 16. 17. 18. 2 19. '19a. 19b. 90.31 23633.95 26168.74 ~~---~---~------------------------------------~------------------------------- ~----------------------------------------------------------------------------- .!!.''-'1,'.'<'-':':,J.'.'';':'':'','" :~Hereby certify that the plans and ,;specificationscovered by this calcu- :ylation are in com liance with the ....r;'lorida En od . PREPARE . DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance in accordance with Section 553.908 F.S. I hereby certify that this building is ,in compliance with the Florida Energy :Code. ~ ~:::~#' ~u ~~ = BUILDING OFFICIAL:tj; A~~l2._ DATE: /0-"2 -9 - , ~'~i:~~Nlh'"~..~~~~~.~"><<~~4L"""'-'- ......... ******************************************************************************* SUMMER CALCULATIONS ******************************************************************************* === BASE === I === AS-BUILT === ===-0--======================================================================== ,~' GLASS'----..------------__ f RIEN'. AREA X BSPM = POINTS TYPE SC ORIEN AREA X SPM X SOF = POINTS -,-."i":-'-_I --~--~------------------------------------------------------------------------ 72.58 82.2 5966.1 SGL TINT N 40.2 51. 5 .93 1922.4 SGL TINT N 16.2 51. 5 .93 779.4 SGL TINT N 16.2 51.5 .91 756.0 16.19 82.2 1330.8 SGL TINT E 16.2 107.1 .88 1521. 9 9.86 82.2 810.5 SGL TINT S 9.9 98.3 .81 788.6 83.73 82.2 6882.6 SGL TINT W 13.0 107.1 .84 1175.9 SGL TINT W 13.0 107.1 .84 1175.9 SGL TINT W 13.0 107.1 .84 1175.9 SGL TINT W 13.0 107.1 .84 1175.9 SGL TINT W 13.0 107.1 .84 1175.9 SGL TINT W 18.7 107.1 .84 1688.4 c~15 X COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ~k . AREA AREA FACTOR POINTS -~------~-----~---------------------------------------------------------------- ~~----------------------~~---------------------------------------------------- ADJ GLASS POINTS GLASS POINTS 1,436.00 182.36 1.181 14,989.99 17,705.88 I 13,336.37 O.....N GLASS-----------_ ./ /i . AREA X BSPM = POINTS TYPE =========~==========~===~===========~===================================~===== \~~~-------~~----------------~-------------------------------------------------- R-VALUE AREA x SPM = POINTS WALLS-------------___ Ext 898.4 1.0 898.4 A,dj230.4 .7 161.3 Ext NormWtBlock In 5.0 Adj Wood Frame 11.0 898.4 230.4 1.00 .70 898.4 161.3 ;;~,.! ';/ 'DOORS----------______ t;Ext i;:Adj ~~;.J::~!:: -,! ~;CEILINGS------------- ,:l;UA 1436.0 .6 20.0 17.6 4.8 1.6 96.0 28.2 Ext Insulated Adj Wood 20.0 17.6 4.80 2.40 96.0 42.2 I'ft,!]; 1~~ORS~6;~6---:;~~;---5361.5 ~Ji~::", ~;[INFILTRATION--------- .1:;! . 1.436.0 10.9 15652.4 jii ~,.'. =========================================================================== 861.6 Under Attic 22.0 1436.0 .90 1292.4 Slab-on-Grade .0 168.6 -31.90 -5378.3 Practice #2 1436.0 10.90 15652.4 i'TOTAL SUMMER POINTS I 30,042.28 =============================================================~================= 26,100.79 TOTAL X SYSTEM = COOLING I TOTAL x CAP x DUCT X SYSTEM X CREDIT = COOLING SUM PTS MU!.,:r POINTS COMPON RATIO MOLT MOLT MOLT POINTS '~~~------------~------------------------------~-------------------------------- :,30,042.28 .3i~ 11,115.64 I 26,100.79 1~00 1.100 .352 1.000 10,106.23 =========================~--================================================== """"""".""'.<,.............,-"'~~&....'\tt.,:;,......:.;;~'.;._-_~~1Ct'T4:""-. ::,; ~.~ "'''''''''''-<-''''''-Str'~~,l!Y>I'; ~- **..*************************************************************************** WINTER CALCULATIONS ******************************************************************************* === BASE === === AS-BUILT ==:= i-.;> . ==============~==============================================:================== i\~~=--~-;-;;;;-:- POINTS I TYPE SC ORIEN AREA x WPM X WOF = POINTS ~l;jjr;"---;;~~;----:;~~---:;~~~;---;~~-;~;;-------;----~~~;-----;~~---~~~~----~~~~~ SGL TINT N 16.2 9.6 1.03 160.6 SGL TINT N 16.2 9.6 1.05 163.6 SGL TINT E 16.2 -2.0 .34 -11.0 SGL TINT S 9.9 -10.2 .87 -87.4 SGL TINT W 13.0 -2.0 .16 -4.1 SGL TINT W 13.0 -2.0 .16 -4.1 SGL TINT W 13.0 -2.0 .16 -4.1 SGL TINT W 13.0 -2.0 .16 -4.1 SGL TINT W 13.0 -2.0 .16 -4.1 SGL TINT W 18.7 -2.0 .16 -5.8 16.19 9.86 83.73 -3.4 -3.4 -3.4 -55.0 -33.5 -284.7 ---~~-~-------------------~-------------------------------------------------- <t.J""' 5x COND. FLOOR I TOTAL GLASS = ADJ. X GLASS = AREA AREA FACTOR POINTS ADJ GLASS POINTS GLASS POINTS -~-~---------~-------------------------~----------------------------------~---- 1,436.00 182.36 1.181 -620.02 -732.36 I 600.03 NON GLASS---~-------- I ': AREA X BWPM = POINTS TYPE =============================================================================== .~~--------~----------~-----------~--------------------------------------------- R-VALUE AREA x WPM = POINTS :tW~LS.~-......--.....--.......---- ?(Ext' 898.4 1.1 iJAcil 230.4 1.8 ':'" " ~DOORS---------------- f?:.Ext 20.0 5.1 ~~. Adj 17.6 4.0 ~CEILINGS------------- ., UA 1436.0 .6 ?~ 988.3 Ext NormWtBlock In 5.0 898.4 2.90 2605.5 414.7 Adj Wood Frame 11.0 230.4 1.80 414.7 102.0 Ext Insulated 20.0 5.10 102.0 70.4 Adj Wood 17.6 5.90 103.8 861.6 Under Attic 22.0 1436.0 .90 1292.4 -320.3 Slab-on-Grade .0 168.6 2.50 421.5 5887.6 Practice #2 1436.0 4.10 5887.6 ~.. FLOORS-----------____ ,~,'. SIb 168.6 -1.9 j' $.{,'; ;;:'. INFILTRATION--------- ;j 1436.0 4.1 f .::,. =======""1::::<-====================================================================== ~,';,..:"TOTAL WINTER POINTS I ~ 7,271.90 11,427.57 ~" ======:::::===================================================================== t'TOTAL x SYSTEM = HEATING I TOTAL x CAP X DUCT X SYSTEM x CREDIT = HEATING :i WIN PTS MU;"T POINTS COMPON RATIO MULT MOLT MOLT POINTS ----~-------------------------------------------------------------------------- 7,271.90 1.10 7,999.09 I 11,427.57 1.00 1.100 .515 1.000 6,473.72 ==================~=========~=========~======================================== ~ !~ ~. ~. ... ~ '~'~~.i:.~~'lI-~_ :.-.. .-... ~.----,~-~~~ ******************************************************************************* WATER HEATING ******************************************************************************* === BASE === === AS-BUILT ==:= N.UM OF . BEDRMS =======~======================================================================= x MULT = TOTAL I TANK VOLUME EF TANK RATIO x MULT X CREDIT MULT = TOTAL ------------~------------------------------------------------'------------------ 2 3527.0 7,054.00 I 40 .88 1.000 3527.0 1.00 7,054.00 =============================================================================== ******************************************************************************* SUMMARy ******************************************************************************* === BASE === === AS-BUILT === ......COOLING '~b ":". . 1!~'}POINTS + ';======================~======================================================== HEATING POINTS HOT WATER + POINTS = TOTAL I COOLING POINTS POINTS + HEATING POINTS HOT WATER + POINTS = TOTAL POINTS ~~------------------------------------------------------------------------------- , ~ 11115.6 7999.1 7054.0 26,168.74 I 10106.2 6473.7 7054.0 23,633.95 ~~~==---========================================================================= , i ';~1f" . ;j:'{": ***************** * EPI = 90.31 * ***************** I""" 'j;, ~~~ . ~....~. .~..b.>l_Jh.1Lj; __ ~'''''~~'~;l:';-i~::ti,:;f~~i''''''2.~~1.I:i.cJ~ ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for DCA Form 600A-93 or Form 600B-93 EPI= 90.3 o 10 20 30 40 50 60 70 80 90 100 I------------------------------------x----I The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency WINDOWS. . . .. . . . .. .. .. . . . .... Single Tint SINGL CLR DBL TINT I------x--------------I INStJI..ATION. . . . . . . . . . . . . . . . . . Ceiling R-Value......... 22.0 R-10 R-30 I------------X--------I R-O R-7 I--------------x------I R-O R-19 Ix--------------------I Wall R-Value......... 5.0 Floor R-Value......... 0.0 AIR CONDITIONER............. SEER. . . . . . .. . . . . . . . . . . . . . . . 9 . 7 10.0 SEER 17.0 Ix--------------------I HEATING SySTEM.............. Electric HSPF............ 6.6 6.8 HSPF 12.0 Ix--------------------I WATER HEATER................ Electric EF.............. 0.88 0.88 0.96 Ix--------------------I 0.54 0.90 1---------------------1 0.40 0.80 1---------------------1 Gas EF.............. 0.00 Solar EF. . . . . . . . . . . . . . ; OTHER FEATURES.............. . . - . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Address: ~144.'\ '61~\(~-\ ~~~~~~~~7:= Date: if 2qqr City/Zip ~;)L~ =Fl- '~)S1JI (,---- Florida Energy ~ode for ~uilding Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Wedgewood Model 1902 WIND LOAD ANALYSIS for: Ryman Construction by: Catalano Engineering, Inc. 5/1/94 Page 1 rJ- / l-. I.) Location: Pasco County, Florida II,) Design wind velocity: 100 (mph) III,) Construction: I-story Fiberglass shingles 1/2" CD plywood roof sheathing Wood trusses Gabel roof Wood frame Slab on Grade, (4") Stem wall footing IV,) Geometry Height of ridge (ft,): 15.5 Mean roof Height = 11.8 ft Height of eave (ft,): 8,0 Building Length (ft): 58.0 Building Width (ft,): 37,3 Roof pitch ("per ft, hz, 5,0 Roof overhang (ft): 1.3 Longitudinal exposure 919,0 sf Transverse exposure = 453,6 sf Plan area under roof = 1902 sf Rectangular Page 2 Wedgewood Model 1902 rI es Catalano, P,E, 5/1/94 V,) Horizontal pressure: P = Pv(GCp)(I) Wedgewood Model 1902 Use Factor (I) = 1.0 Velocity Pressure (Pv) : Pressure coefficient (GCp) : Transverse pressure (Ph) : Longitudinal pressure (PI) : Height(ft) , Pv(psf) 0-15 21.0 20 23.0 40 28,0 60 31.0 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 I, 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 VI.) Uplift pressure (U): Pressure coefficient (GCp) : Transverse pressure (Ph) : Longitudinal pressure (PI) : U=Pv(GCp)(I) Wedgewood Model 1902 ............................. :~w.fRyWi~~ ::::::::g!ri:U~:::::: :::~~mfii9n::: ::'::::~:":gpn~~~:~:~::~~ 1 O. 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, 5 5 Endwall Height (ft) Pressure (pst) 0-15 -15,8 15-20 -17.3 20-40 -21.0 40-60 -23,3 Height (ft) Pressure (pst) 0-15 -21.0 15-20 -23,0 20-40 -28.0 40-60 -31.0 Therefore ; "Longitudinal pressure governs uplift design" Page 4 VII.) Net Uplift Wedgewood Model 1902 Roof Deadloads: (SBC Appendix A) Element Descrintio'l1 ....... Weight(pst) Covering Fiberglass Shingles 2.0 Sheathing 1/2" CD Plywood 1.6 Framing Wood Trusses @24" o,c. 6,0 Ceiling 1/2" Gypsum 2,2 Total Roof Load = 11.8 psf Height (ft) U pliftPressllre(psf) 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 39,99 (ft), Assumes Building Width + 2 x overhang Truss spacing (ft) = 2 ft Height (ft) ontributing. area (sf Net Uplift (pst) **Uplift per brg. (Ibs) 0-15 80,0 -9.2 -367.9 15-20 80.0 -11.2 -447.9 20-40 80,0 -16.2 -647.8 40-60 80,0 -19.2 -767.8 Page 5 ** SpecifY hold-down accordingly, FS 'built in' to Mfr's tables, IX.) Overall Moment Stability (Overturning): Wedgewood Model 1902 Resisting Moment: W(l) Dead loads above slab: Roof area: Dead Weight: Total Weight = Exterior Walls: Wall height: Unit weight: T otal Weight = Interior Walls: Wall height: Unit weight: Total Weight = Total Resisting Dead Load (W) : Dead Load Moment Arm ( I ) : Resisting Moment (RM) = Overturning Moment: U rft 1902.0 sf 11.8 psf 22443,6 lbs (Neglect overhang; conservative) 22443,6 174,0 If 8,0 ft 11.0 psf( SBC Appendix A) 15312,0 lbs 15312,0 115,0 If 8.0 ft 8,0 psf( SBC Appendix A) 7360.0 lbs 7360.0 Total Resisting Dead Load = 45115,6lbs 45115.6Ibs 18.665 ft, Width /2 842.1 ft-kips U(I) + P(h) lpll .' Height: 0-15 15-20 20-40 40-60 Roof area: 1902.0 1902,0 1902.0 1902,0 Gross Uplift : -21.0 -23,0 -28,0 -31.0 Total Uplift (U) = -39942.0 -43746.0 -53256,0 -58962.0 Moment Arm (I) : 18,7 18.7 18,7 18,7 Uplift Moment = -745.5 -816,5 -994,0 . -1100,5 Horizontal Pressure: sf psf lbs ft ft-kips " Height: 0-15 15-20 20-40 40-60 Pressure: 31.5 34.5 42,0 46.5 Contrib, Height: 15.0 0,5 -4,5 -24.5 Total hz, Pressure = 472,5 17,3 0,0 0.0 Moment Arm (I) : 7.5 15,3 17.8 27,8 lunit Pres. Moment= 3,5 0,3 0,0 0,0 Hz, Pres, Moment = 205.5 15.3 0,0 0,0 sf If lbsllf ft ft-kips/lf ft-kips (x Page 6 Wedgewood Model 1902 ..... Height: .0-15 15-20 '. 20-40 40-60 Resisting Moment: 842.1 842,1 842,1 842,1 x 213 = 561.4 561.4 561.4 561.4 Uplift Moment: -745.5 -816,5 -994,0 -1100.5 Hz. Pres. Moment: -205.5 -15,3 0,0 0,0 Overturning Mmt, = -951.1 -831.8 -994.0 -1100.5 Note: If OM < 2/3 RM, hold-downs are not required, Required tie-down force (T): ( Factor of Safety 'built in' to Mfr's tables,) Therefore: T x b + RM > or = OM, where, b= building width, T = (OM-RM) 1 b ...... Height: 0-15 15-20 20-40 40-60 .. Tie-Down (T) = 2919 -276 4070 6923 Ibs ** Specify tie-down accordingly, FS 'built in' to Mfr's tables, Page 7 x.) Shear: Wedgewood Model 1902 15-20 17.3 20-40 0,0 40-60 0,0 Total 363.8 pvlf 0,0 10548,8 lbs Total shear transferred to sidewall = 10548.8 lbs Unit Shear: v=R/b Unit Shear (v) =1 269,21 13.41 0,01 0.01 282,61plf Unit Shear at Midheight walls ( v'): (Design case) Total width of openings at mid-height wall : 15.5 ft Length of wall available to resist shear = 21,8 ft Unit Shear @ Midheight (v') = Select structural element to resist v' from SBC tables ie, 1710,2B Shear capacity of structural element: 490 plf Required length of transverse shearwall = I 21.5 1ft Longitudinal shear: Height: 0-15 15-20 20-40 . 40-60 Total Pressure: 25.2 27.6 33.6 37.2 Contributing Height: 11.0 0,5 -4,5 -24.5 Unit Hz. Pressure = 277.2 13.8 0,0 0.0 Reaction (R) = 5173.9 257,6 0,0 0,0 5431.5 Unit shear (v=R/l) = 89.2 4.4 0,0 0,0 93.6 Tot, opngs. '(liJ mid ht 11.0 11.0 11.0 11.0 11.0 Unit Shear (v') = 110,1 5,5 0.0 0,0 115,6 lbs plf ft plf 5/1/9.t Required length of longitudinal shearwall = I 11.1 1ft Page 8 '.. . XI,) Summary: Wedgewood Model 1902 Describe the following: 1.) Truss fasteners. Uplift per Truss = -367.9 lbs Hughes HeS with 8 - 8d x 1-1/2" nail fasteners, ea. truss connection, (520 Ibs. cap. ea.) 2,) Hold-Downs at 2nd floor, IN/A 3.) Hold-Downs at foundation, Hold-Down required = 2919.2 lbs Simpson LTT20 with 1/2" A.B. in found., 10-16d nails stud, (1750 lb. cap ea.) 4,) Shearwall element, Wood Frame: Panel Grade Thickness Nail size Edge Spacing Plywood Siding (Transv.) 1/2 " 8d 3" Plywood Siding (Longit.) 1/2 " 8d 6" asonrv : N Type CMU Wall thickness Rake Joints? Filled Cell Spacing M fA 5,) Other: Page 9 5/1 /9-l C E N T R ALP E R M I T TIN G PASCO COUNTY, FLORIDA DATE: 12/14/95 PAGE: 1 OF 1 ISSUE OFFICE: D RECEIPT NUMBR: 00268548 OFFICE: DADE CITY CONTRACTOR #: 001690 NAME: KEVIN RYMAN ADDR: 37325 S.R. 54 C/ST: ZEPHYRHILLS FL342480000 FOR: CHECK # 7916 RESOURCE 1026210120000000340 :37449 BLACKBERRY 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 .""~",;''''''"~''''=C'''''''''-'''W''''~'-'''''''''~~i';; 1'~.:T""""">=t:'-'"",,"~""~,"~r'" ,,,>,,,,.7'" ~~ ~. ... .... I' \ \___../',...J ~~~::~,~':'~'~j. .....,''''-..~:;>-'- ~':j>("~c\..:Jt< ''''''~''''...~~~.....t-_.'''''''''' _~...c.-' n ...~~ \ ) "'--_../, "~' ,. .... .: /I 4 ,,:,,: 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 D Rate $ Zone No. Sq. Ft./Unit Prepared By Impact Fee Amount $ <::O>....;:;.b 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 D RESIDENTIAL NONRESIDENTIAL No. Units l ; . 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