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HomeMy WebLinkAbout99-9076 BUILDING PERMIT ,.. CITY OF ZEPHYRHILLS (813) 788-6611 Permit 09076 /~- ? - 9 <J , Date 60 BUILDING ELECTRICAL PLUMBING MECHANICAL Sewer Conn ::::,~s:~e~~-Z./~~o~ . ParceII.D.# ;J'f-::?~-21- 00/0 -O/SOO-/J{)SD Zon;ngo Ene'gv COdeo:;:;. Radon Gas 5. 7 j.. Description of Work ""'=-'- --"'S ttAL41A- (_/l.~J (.1-- Il~ Q- Water Conn: Water Meter: T I.F.'s: a ~ 12EY> <:::- 7/ NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. FINAL 2- (Y DATE DATE ~:~~ Company Address ~,~ Inspector Valuation or Contract Price 7 ~ vi City License Registration # c2. &, State Certifie.d" '("f.se. ~ ~=2Lt: . BUILDING F" IZ-lI-~~ Pre SLB I 2.-- - ) Lintel ELECTRICAl- ---- PL U 1't1BHIStj''", .- ME~ - Driveway 12-~--'l~@ Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final FRM. Insul. CL WL SLB Tub Set Water Sewer Final Breakers Ducts Insl. 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 ($ 25.001 shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction, C. Repairs or corrections not made when inspection called, d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g, Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. f6(}- {-f (o~ <,iT . "7,'7'l'Sb ,...s~~14. A V. ., SQ. FEET PRICE MAIN OR LIVING AREA OTHER AREA UNDER ROOF OTHER ~~'t 7Ji>4. ~ ~ BUILDING: b" \.>0 , u. ELECTRICAL: fJf, PLUMBING: rJJrt. MECHANICAL: ~14 . '571.0 RADON: 5.,10 CREDIT: ~14 SEWER: fJ)/t WATER: TOTAL: 4r I T.!. F',sl ,J/rr I -crr}t'rL- - 10 '5 ~ 71.:. APPLICATION FOR PElUUT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT OWNER'S NAME 6 flAlvo JOB ADDRESS 37 '7 ~lo HOIIA '20 tJ /\/euKDIIIl ~ HI , H .(J . Ihit~ Lo ..,- PHONE 5 SUBDIVISION Gt2IfNJ /-Jol.,.( UJ,I/ LEGAL DESCRIPTION: LOT(S) BLOCK PARCEL ID # WORK PROPSED: ~ CONSTRUCTION (OBTAIN FROM PROPERTY TAX NOTICF,1 o ADDITION o ALTERATION o REPAIR o INSTALL PROPOSED Os I GN USE: ~ FAMILY o COMMERCIAL o MOVE o DEMOLISH II 1-tlMI IVv #l. DWELLING DMULTI-FAMILY o INDUSTRIAL 0# OF UNITS o SWIMMING POOL o MOBILE HOME ~ER D RESTAURANT & HEALTH DEPARTMENT APPROVAL DESCRIPTION OF WORK ~~/;^' /2.. yl./f (l,oOM , U-[l.OOM. L 11 fl.P(Jfl- r , , SQUARE FOOTAGE 517' HEIGHT 3" BUILDING SIZE RESIDENTIAL: COMMERCIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. ~LDING $ 7(Pf)4.oo PERMITS REQUESTED VALUATION OF TOTAL CONSTRUCTION o ELECTRICAL o PLUMBING o MECHANICAL AMP SERVICE o FLORIDA POWER o W.R.E.C. $ VALUATION OF MECHANCIAL INSTALLATION o GAS o ROOFING o SPECIALTY o OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL ~HER AU/hiiPJM FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES ~O BUILDER SIGNATURE JJ.~*H:'*~**~** ***** **** ELECTRICIAN COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ****************************************************************** PLUMBER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE * * * * * ** * ** *.* * * * * * * * * * * * * **** * * * ** * * * ** * * * * ** ** * * * *** ******** * * * * ** MECHANICAL COMPANY: STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** OTHER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** t'\.'j Com;nl !J s ion Excire,: ......... 81Ull11 A AsbeI B&H CONSTRUCTION OF CENTML FL. INC. . 4025 Morris Bridge Road Zep!lY!"hills, Fl 33543 1-800-224-1206 LI~os.c.d' Bonded' Insured Bric).: Sldrting · St.eps Room Ad.clitions · Aluminum' Coocrctc Lol /I 5 FREE ESTllviATES Subdivision &(lAJVIJ 1-Ioltrto;J ]?73~ f'lfU/(,dlV\ JJ vi: . , LapID Glass Room Walls Pan Color Trim Color Single Hung Windows--------m--------_EA x_ Beam Color All aluminum roofs include: Pans, Trim, Gutter, Downspouts, Walls + + + = L/F x ----- - 3x3 Posts, 2x4 Beams and Shingle Flash. 5'0 Pans-.L..:i-Ft Long_Sq Ft x 2.60 3.00 Iltf/o.oo R System Insulat~d Roof_x_ = _L/F x _ Glass Door _Pans_Ft Long_Sq Ft x 2.60 3.00 Mise: _Pans_Ft Long_Sq Ft x 2.60 3.00 Pans Ft ~ Sq Ft x 2.60 3.00 Lap Siding-----------------------m---------I!i1-.LIF x 6.00 f(pf 00 Valance Front Rear '3y LIF x 3.50 2;(. co Gutter on Home 5'0 LIF x 3.60 Iln,oo Hand Railing------------------------------_LIF x 15,00 Gable Beam Work on Front Load - L/F x 115.00 Step Railing----------------------------m--~EA x 70.00 -1"tO ,co 2x7 SM Beam L/F x 4,50 2x9 SM Beam L/F x 6.50 Garage Door-------------------_x_EA x Access Door EAx 60.00 Garage Door Header--------- x EA x Mise: Mise: Po vilJJJ) f=-;Jor,;.... Ill/ 210.00 ALUMINUM TOT AL .5'Z3l,oa SCREEN ROOM WALLS Concrete and Brick'Work Lap KIP !:L + lL + JlL + _ = ~llF x 23.00 73'.00 Patio Slab----m------ _x_=_SqFtx 1.90 Screen Door Includes: '75.'00 Patio Slab---------m-_x_ = --.::..Sq Ft x 1.90 Closer and Threshold:--------------- I x 75.00 Patio Slab-------------_x_ = _Sq Ft x 1.90 Gable Fill--------n---------------------_ L/F x 12.00 Side Walk-------------_x = _Sq Ft x 1.90 Fan Beam (not wired)-m------------- x 50,00 Driveway---------------/t-x --vr- = _S.q Ft x 1.90 td:;/. '20 D"' ~2r z... ~ 1.90 10 '11ft '10 Misc: nveway ------_x = _Sq Ft x Air Conditioner Slab_x_ = _Sq Ft x 1.90 Raised Utility Area--_l 1/2" _3 1/2" 30.00 30.00 UTILITY ROOM Raised Patio 6 Courses _x_=_SqFtx 6,50 Pan ShedL + f_ + L + L = ~LIF x 27.00 ~~4 .00 Raised Patio 6 Courses _x_=_SqFtx 6.50 Driveway Flairs--------_x_ = Sq Ft x 1.90 IgO . tfo With 2x2 Alum or 2x4 Wood Studs 16" centers Footer (8x12 Reinforced)-----------~-~LIF x 3,50 ~~".Do Lap Exterior_ + _ + _ + _= _ L/F x 27,00 Elixir Door and I Window---------- I x 120.00 IUJ.oo 1 Tread Step----------------------------- EA x Double Elixir Door and 1 Window x 335.00 2 Tread Step----------------------------- ---z::. EA - ULJ. ()O x - Elixir Door (extra)------------------- x 145.00 3 Tread Step----------------------------- EA x Slider Window (extra)-------------- I 45,00 1'1S,co Step Platform----------------------------- - x EA x - - Bug Shield------~--------------------_LIF x 4.00 Mise: Brick Skirting Max 5 High Split Brick Air Stack------------------- - LIF x 7.50 VINYL ROOM WALLS Split Brick Solid------------------------ L/F x 8.50 Vinyl Walls + + + = L/F x Fill D irt -.fh(Lt.._-"Y.l~___6i_lfia~L_ Loads x Lap Exterior Top"and Bottom------ LIF x 12,00 Misc: - - Flo ri cia G lass--------------------------- UF x 8.00 Doors include (2) 2 Track Units - 1-3?Z .()o Concrete Threshold and Closer:-------------- x 115.00 Aluminum SZ3l .CD Mise: Permit , All worl<manship and mati:riala are guArant=J for 000 ~. A FINANCE CHARGE of 1,5% per mooth wilt be .:~ (Xl Tax 11 unpaid a=~, in OrT"l'J!,.. 'A"rt> r"ll> t RO " '. fea ifnccc:Mo'lrvto oollcct. 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J! ~ "Ii ~ ~ r ~j .....8 B'-j''' ~i~~ 6! ~l ;1;~ ~12:3 ':'1 ,!:2, ti .<: '" Q.'E r: ~ 8 1:\ ~,~::s ',:" ._ to:o ~, : .! e:,o,. j\.,",,-, := a.:.c t.!~- 't_". fCI:'::.CD'1 ,11,~j.",~~ ~.f'~' Vf.~""l :t ~ -J UJ ~ 5 ~ I!!~ ~o: SIO ~~ Ie N ~~ III ~~ 8lJ y. u-wq ~u: ~[5~ .,.~ <:3>-0 t ~cr~'R' coQ;;j'.Stt~ I!! ~ z ~ J ;;?UJ@~~~ - i= f/) -, J :t ~. ::> <Q - .. uj ~ ~ :dS ; 3 15 ~~ ~r4: ~~ ~~ ' ~;:: _w g:3 'i oJ "" ~ ~ ~ 0 ~~~ Ii: i ...........?: III od-\- .J (\ ~~>' ';J::J-Jo cJ 1 II. g - R tl>PIl lJl Jtt" ~ - t '71~3 oW.(, ~cC:r C(...~ I 0 0 - ":1':r3 ~ :it '--- - " . co ~ ~~~ .,~ ~cn ::&i15 ~~~ ~ !i ~~~ 11\ W ~ ~~ ~g:r 06 -~ ~.~~ ",illc.;^ --clZ"" olil~8 U5~~~ ~~~ ~~< <~ ..$~~~ ~ ~~~fli~ ~ ~~~!2 ~ U~U ~ UJ ~ [5 ~ ~~ <J d ::! o 2 ~ E ~ ) \ I ~_/ ~ " 24'-0" ~ ~ ' ' 23'-0" ~ ~ ~ ~ ~ ~ f)" ~ ,.-to ' , 22'-0" ~ ............ ~ ~ .. " ~ :I: ~e) 2~ ~ 21'-0" ~':y::: ~ r-.: .~} ~ .P~ ~ ~ ~ ::!'l ~ b 20'-0" ~t .e,J.O I ~ ~ ~ ............ it> ~ ~ ...c :> b" r-.... ...... ~, 19'-0" ~ ~ ~ :'-- '-.... 0 I---- eo ~ 18'-0" ......... h ~ ~ ~ >< ~ ~ h 17'- 0" ~ ~ ~ ~ <" 25 ............. . ~ ?"X (I) 16'-0" ....... ~ rZ :::> ~ ~ ~~ ~5 , (I) "~v - S~l~. ... Z 15'-0" ~ .ru:: ~ :::> ~ ~ ~ ...:l -.SA..rr I--- 0 14'-0" u """ I---.....- -- z I---- t.il S 13'-0" ~ -- I--- " --- t.il o::l 12'-0" r--...... (I) ............. ~ ~ ..........:2' tl. 11 '-a" 'v,.. (I) ......... ~ ~ ~ 20 ,\;'oJ ::!'l 10'-0" I.. ~ --..:. rz-: ---........ .. I--- --- g'-O" -- I ~~ 8'-0" 7'-0" 6'-0" 7'-0" 8'-0" g'-O" 10'-0" 11'-0" 12'-0" 6'-6" 7'-fJ 8'-fJ 0'-6" 10'-fJ 11'-6" MAX. TRIBUTARY WIDTHS OF EDGE BEAMS BEAM SPAN CURVES - 110 MPH WIND VELOCITY - 'N o ...f' KENNETH C, ZECHII;L, PE i CONSl)L TING ENGINEER ' 8766 BARCIN CIRCLE ! RIVERVIEW, FL 33569-4950 _I MAX., WII-.jO = lie I--\.P.I-l ~, Column CapacltJee Supporting ConventJonal Conatructlon - . '--------, Afuml"iium'pos" ., ... u_____,.____... _ .. t'~"l\" KI\J7nt!'Ti""~-'-'T"'_~' ts - L '~l V,\>404 "'0110"" ..xtT\llllon or /. 'XT'"'x m5'rSnlC~xtruITon~11U",;rnumATlOV8Ci63 'f'.f,-' , ulmum ! Maximum Allowlbf.~r ArNiTrl ' ,_ . '-" -~ ' d In pc r rloUI oad t -'.. , -+-- 4 ~h -~1.,..~lO:d-,-,_._1,:Z~ _ ' _ ' " . 1 . ~O, 1 )" 1I V...x~, "Hollo Extru.lon 2:::it:.!..Q.,O"S".~.l!iJLTxtruJUl' _ n m MaxImum Maximum AlTo....... . 00 Area n .....'. "f.!~l '-:- _ ,__;~~~Lbl' - _ __ SQuart FHI for V~~ou. Load. 01") POlL_ - . '.., '. 50 '..~-" _____ . . .~a=--=-~ " T.x..l:: 1;0 . Hollo~ ~~~ . umlnum Allo... G063 T ~ .. '21 ~ MLUmum I ax um Allowable Roof Arn In W - -. ~- ~-~~,:-:-: ,S~~are F,~'~f~rV~ou~~~~~ P:~,~,~~.= llf" .; ."-Jl- -.---'------..-.. q q~---- . '-1~"3" ,-- ..., . '_.::::= .--r----- ..,._._~---_ '" ___... , YJf3""'"x o,~. Roll "tnned. u um Alloy rf05H-1r .. -. _,__' ~ulnwm M mum, Allowab/. Roof Area In ------: __ ;:tL ' '.''', u. . ?~ F... t., I ,">d. coP... i l".Jg;-.... ~." ,,,;':::-.. - -.==---- .i -, -- axlmum ax mum AJIowabll Roof AI1Ia 1"---- -! ~!~..,~.+~~_ _ __:~_~_~'.:.,~uare~~tf~~~~~~~_O~,~,QE : ' , "-''1-- _._--- --.38----~:.:..~:_.: ,~_.... -.-=1 ! ~,E , '.......11\11"",. -- ..L._ . I/.-~...... 1 ..~ ."_ Example:' , Find Roof Atu NMdjKj; Ar~ · 'A'; POlt SPicing .'S'; StructlJre ProJICtlon . W: A. S x 0Nf2 ~ 0,1-1,); if'S'. 7', W . 12', Bnd O,H, .2' then: 'Ar"'; 56 Sq. Fl For a 10'.'1" peat and 120 m.p,h, wind IooId or 23' I Sq. Fl po.t choioes are: 1) 2" x 3" Snap s.c1lon 2) All post Itz.es IIttad below thl 2" x 3" Snap Section Wile,.. joO condition. dictate I polt hllght of 10' in a 120 MPH wind zonl, I 3" x 3" Ron Forrrred COULD NOT BE uaod bocaUN whan It la more than 10' taU it C<ln only support 39 SF of roof, On the other hand, a 3" II 3" Fluted Pcm WIth. post he~ht of 10'.7" ClIn support Illlru of 128 squ.re feet of arq, ThU1O, dealgn mu.t &atla1y both halght and aru r.quirementll, .., ShHt~oI _ FOR: The.. Slanaorda .. Plane Meeta The , IXll Slandard Buldr.g Code .. s.ction 1806 Max \'mcI I ! 0 Mp'l KENNETH C. ZECHIEl, P,E. 09931 , KENNETH" ZECHIEL. PA ENGINEERS" MCHrrECT8 J '... KENHEni C, lECHIEl, P,E. 09931 87" BARCIN CIRCLE RIVERVIEW, FL. 336U TelEPHONE: ('11) 177-7882 FAX:(IU) sn.711t ~., AJlowlble PoatlUprlght Heights for Screen, Vinyl and GI..s Rooms, Hollow, Snap and Self-Mating !xtrualona Aluminum Alloy 6063 T.c Hollow s.etl0M W , 5'-2" 04'-11. 8'-10" tJ'.'" 7-1" T~ 18'.11"j ... -- - -. .. , ! Snap Section. I " .. ........._. '2" x Z- x 0.044" , 9'-3" , 8'..,. ~j_~:i~.~::,~~~'~.._._ i 12'.2" , 11'-3" l!:.x,~",~ O'~:__,__....-J 15'-3" i 14'.1~, ,- Self.uatlng 8ectJona ;F'x 4" x 6.055" x ~.. j:x 'e~ ~,~.05a" ic O.iT ShHt~cf _ FOR: ".. 8l8nda1dl 'Plra MeelI The 1~T at.ndard BUlcIre Code , llec1lon 1 eoe MIx Whf "0 Mph KENNETH c. ZECHIEL, P.E. 091131 ~M!~!z::~ L"lGINEEIlI. AIICHTECTI ICENHrnt. Q. !!C<<I!L. ".E. 0H31 17" .""eitt Cifl(U! RIVER VIEW, FL. ~Ii' TELEPHONEI (111) 177..,112 FAX:{IU) 177-711'