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Home My WebLink About00-9873 BUILDING PERMIT CITY OF ZEPHYRHILLS (813) 788-6611 Permit 09873 I O/Jf} /4() Date r 0cJ <l')S.e I b~ . ...- ~ . BUILDING ELECTRICAL PL~'NG Property Owner: G /'o.....J IJ.::>/: 'Z C-'" Job Address: S 7 b \ 3 ~.' 5 ,4.v~ . Parcell.D, # 1t{~1(~21- 0010 ~' OI~OD r- C)~ 10 MECH~ICAL Sewer Conn Water Conn: Water Meter: T,I.F.'s: Zoning: Descriotion of Work Energy Code: (<a) ~(lJ 'c.ree V\ ~. 2~ Radon Gas: - f Loll-: ','-hI ro(l~ I ,r ,.. I ' roCr".-. c.... r ,170 r t , FINAL 12.-(.?-~C> NO OCCUPANCY BEFORE C.O. DATE Complete Plans, Specifications and Fee Must Accompany Application, All work shall be performed in accordance with City Codes and Ordinances, c.o. DATE Inspector ~ Valuation or Contract Price 9 2~ I. /1. Permit Fee _ Signature Company Address _ Telephone# ~L ~ -;t ~.P City License Registration # State Certified License# 7'82-/tJr;y L..H (0.--;..... A~ E It) ~ . (~7 PLUMBI~G .., BUILDING )6 ELECTRICAL ME HANICAL Ftr, LD I J , I CO >L Tp. Servo SLB I Breakers Pre SLB ~ Rough In Tub Set Ducts Insl. Lintel Meter Can Water Compress4 r FRM. Const. Pole Sewer Final Final " Insul. CL Pool WL Pre-Meter Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ 25,00) 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, Co. tf ~J I v( q (()() 6d- H (k;N5{(l~l ~r-\ Lo.J.') Jv-e. S 7 b( ") SQ. FEET PRICE ' MAIN OR LIVING AREA $ OTHER AREA UNDER ROOF $ OTHER VALUATION $ BUILDING: $ / .- 'Co OJ. CREDIT: $ ,J1J0 ELECTRICAL: $ r u~ l~. PLUMBING: $ ;J/r-, MECHANICAL: $ ,J/ft 5 2.. -b RADON $ 5"- "Z.. ~ T IF 'S ,I $ ,JIlT rc;1#-- 1t I 35. z--b APPLICATION FOP. PERMJ:T CITY 01' ZKPHYRHILLS BUILDING DKPARTYKNT DATI!: RECKrvED / b 1'-/ I ~lJ PLANS REVJ:EW i'EK LEGAL DESCRIPTION: LOT(S) BLOCK PHONE If!z - } 0" l( 1-0., ? 3 SUBDIVISION GIZfi/V'P /-IO/2{ Z ZJIV OWNER'S NAME GtZlfAJO )-lOll I 2 V ,11/ rn'(-I, p, JOB ADDRESS PARCEL ID # 3tf-25- 2/- 0010 - 01 >00 - 0 t"3 b WORK PROPSED: ~ CONSTRUCTION DADDITION (ORTAIN FROM PROPERTY TAX NOTICE) DALTERATION D REPAIR D INSTALL DSIGN D MOVE D DEMOLISH PROPOSED USE: DSGL FAMILY DWELLING D COMMERCIAL DMULTI-FAMILY D INDUSTRIAL D# OF UNITS D SWIMMING POOL D MOBILE HOME !!:r:: .tJLvMI AA/ A.. OTHER r::J RESTAURANT & HEALTH DEPARTMENT APPROVAL DESCRIPTION OF WORK f2fU~EO BUILDING SIZE 12x ~ ~CIlt5'cf\/ plJl),AIl . Un L {rlr jlO()lrl/ J {' /9IUJ6/Zr , / SQUARE FOOTAGE S- 2 r HEIGHT 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. PERMITS REQUESTED ~ILDING ~CTRICAL D PLUMBING D MECHANICAL $ 92 Y/. J G VALUATION OF TOTAL CONSTRUCTION AMP SERVICE D FLORIDA POWER D W . R. E . C . W {rt~ .> tic;;? $ VALUATION OF MECHANCIAL INSTALLATION D GAS o ROOFING D SPECIALTY o OTHER TYPE OF CONSTRUCTION: D BLOCK D FRAME D STEEL D OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES 0 NO SIGNATURE COMPANY ,~}I C &J{11l uc... T f ()/V' 01= ctf'M1lI/I- r-.L. () (I, /) I /J STATE CERT OR REGIST # CBee 5'7'7 r-z- ~ /7_ ~ CITY PROCESSING # ~~ ****************************************~~*t:~r**J**~**~****** BUl:LDKR ELECTlUCIAN /J SIGNATURE ~ /I. ~ COMPANY /lCI~ &t....c.c r j2.tL STATE CERT OR REGIST # CITY PROCESSING # 1'31 ~ ****************************************************************** PLUMBER SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # ***********~****************************************************** MECHANICAL SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # ***************************************************************** SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # OTHER ***************************************************************** CONDITIONS OF PERMIT AFFIDAVIT A.' NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to ~deed restrictions" which may be more restrictive than City regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they may 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 may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the City of Zephyrhills Building Department, 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 the: will be responsible. If you, as the owner signs as the contractor, you are indicating tha1 you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that may be an indication that he is not properly licensed and i: not entitled to permitting privileges in the City of Zephyrhills, C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of ~Florida's Construction lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the ~owner", I cerify that I have obtained a copy of the above described document and promise in good faith to deliver it to the ~owner" prior to commencement. E. CONTRACTOR' S/OWNER' S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning, and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet 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 governmental agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take tc be in compliance. Such agencies include but are not limited to: *Department of Environmental RegUlation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment *Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses *Army Corps of Engineers-Seawalls, Docks, Navigable Waterways *Department of Health & Rehabilitative Services, Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks *U.S. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone ~A" or ~A,etc.", it is understood that a drainage plan addressing a "compensating volume" will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction, or violations of any code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for a period of six months after the time the work is commenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection must be logged during each six month period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH 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 ~NOTICE OF COMMENCEMENT". A,-2?~ SiGNATU~ OWNER OR AGENT STATE OF FLORIDA liJd\ ~ (., 0 COUNTY OF _ rr The foregoing ins rument was acknowledged Befor e this a of CXiofJ.,;n .. 'UfYO by' (Lvc..fi. ::: L . ~name of person acknowledged) ~ho is personally known to me, or STATE OF FLORIDA P A SC 0 COUNTY OF The foregoing instrument was ac~~owledged Before me th~s --lJ-.day of O;:V--l.i/l. , .2<Joo by !<P-t.Jc.F 14. A-s _~ L (name of person acknowledged) ~ is personally known to me, or Owho has produced (type Odid not and whoO did ~~ A. (kk(2 Signature of person taking of identification) take an oath. Owho has produced (type of identification) ~id not take an oath and who 0 did ~ A.~ acknowledgement Signature of person taking acknowledgment Name [3J2Uc/[ A. If5BE& typed, Pi.i!n.t.~ampe~ *1lI*tJt.J CommiSSIon CC74 ~_.I ExPires June 22. 2002 ">tlf".... f1ILUL- E t1, 1J;;f5/5L Name typed,to, ~r~E,\<j.s_ stamped "€I *My Commission rcr4PJffT7 \"!!J' Expires Jtme 22. 2002 J4/6f111 ,-,1'..- B&H CONSTRUCTION OF CENTRAL FL, mc, 4025 Morris Bridge Road FREE ESTIMATES Zephyrhills, Fl. 33543 1-800-224-1206 Licensed.Bonded.Insured · Skirting'. Steps · Room Additions. Aluminum. Concrete Lot # 8'3 Subdivision /A^Ycl/s' /1(/,;- G-1f/tlJd /..(6RI;?OA../ LapID GREV ,-7(;1-cO b 5> E,A..J Glass Room Walls Pan Color r Singlo Hung WindoW! - EA x - Trim Color Walls_+_+_+--- UFx - Beam Color R System Insulated Roof_ + _- - UFx - All aluminum roof3 include: Pans, Trim, Gutter Mise: Downspouts, 3x3 Posts, 2x4 beams and Shinglo Flash, ~Pansfl.Ft LongJ:::EfSq Ft x 2,75 - 3,15 /6 ~~.5t Lap S iding--------------------------------- ,~,VF x 6,24 ~3&/IY - Pans _Ft Long_Sq Ft x 2,75 - 3,15 ' Hand Railing------------------------------_ LIFx 15,60 - Pans _Ft Long_Sq Ft x 2,75 - 3,15 Step Railing------------------------------- ~ EA x 72 ,80 .#\":;,("D - Pans _Ft Long_Sq Ft x 2,75 - 3,15 Garage Ooor------------------- _x_, EAx Valance Front Rear 06 LIF x 3,64 7i / x-,-;;6 Garage Door Header--------- _x_ EA x - - <JfTIIF x ) 1J1, ro Gutter on Home 3,75 Misc: Gable Beam Work on Front Load -------119,60 ALUMINUM TOTAL (/ 'l9\",)7, 2x7 SM Beam L/F x 4,68 2x9 SM Beam LIF x 6,76 Concrete and Brick Work Access Door EA x 62.40 Patio Slab-------------...&-x-L = -BQ..Sq Ft x 2,00 1/',')/)/., Misc Patio Slab-------------...ta-x~ = .J!fJ1-.Sq Ft x 2,00 L.J ~ ()() Patio Slab-------------_x_ = _Sq Ft x 2,00 SCREEN ROOM WALLS Side Walk-------------~x~= ~Sq Ft x 2,00 XC) ,CX5 Lap KP 1 + l.!i +.l2... + _ = ~LIFx 23,92 ?/?to Driveway--------------.2L-x~ = .1.i4!:-Sq Ft x 2,00 i~-/'V'., Screen Door Includes: Driveway.:--Flairs----_x_ = _Sq Ft x 2,00 Closer and Threshold----------LEA x 78,00 ~- Air Co~itioner Slab_x_ = _Sq Ft x 2,00 Gable Fill - one side -------- LIFx 12.48 Raised Utility Area-- 1 1/2" X 3 1/2" 30,00 ~/d(/ - - - 11 :? Cf. t)f) Insulate Kick Plate-------- LIF x 3,00 Raised Patio 6 Courses.L2..-xl!L- =c ~Sq Ft x 6,75 Fan Beam (Not Wired)----_ x 52,00 Raised Patio 6 Courses _x_=_SqFtx 6,75 Over 6 per ft per Cours3-x~ = ~LIF x \.80 1)62,00 UTILITY ROOM Footer (8x12 Reinforced)------------~UF x 3,50 /6??, 06 Pan Shed + + + = LIF x 28,08 Footer (Skirting) ---------------------- ;tJo _UF x 2,50 ,:l Yl),OCJ . - ---- With 2x2 Alum or 2x4 Wood Studs 16" OC I Tread Step--------------------------- EA x 58,00 Lap ExterL + lQ.. + L + if2= ..Jb.LIF x 28,08 //'> '/'I (2C 2 Tread Step--------------------------- ~ EA x 116,00 ~/Y,) Elixir Door and I Window------L x 124,80 /7 <I:Ri5 j.Treao Step--------------------------- _ EA x 174,00 Double Elixir Door I Window x 348.40 Step P1atform------------------------' _ EA x 175,00 - Slider Window (Extra)--------------L- x 46,80 ~/ 0, Brick Skirting Max 5 High Bug Shield----------------------- _ LIF x 4,16 Over 5 per ft per Course charge _ UF x \.60 Mise ' Split Brick Air Stack----------------- _ LIF x 8,00 Split Brick Solid---------------------- ~ LIF x 9,00 ,25;). ,00 VINYL ROOM WALLS Over 5 per ft per Course charge.L!LLIF x 1,80 ~O /Z () Vinyl Walls_+_+_+_=_LlFx_ Fill Dirt------------------------------- ~ Loads x ~ 79'6, CO Inside Kick Plate---------------- - LIFx4.45 Pretrea t ----------------..;------------------------------------ -L- /06106 Lap Top inside and out -------_LlFx12.48 Misc: Florida Glass------------------- - LIF x 8,32 , " / ;?t;, 6D c Concrete Insulate Top and Bottom-----_ LIF x 4.45 Y19}( k Doors Include (2) 2 Track Units , Aluminum ii7'-fS; .;v Threshold and Closer-----.- EA x 119,60 Oftte y Permit :? <;{)/C::> 0 - f/lX To ?1.F-t.F.f> /OR Tax Mise C/vQI';vCb~//Vf? Total (jA8'), /b , AJI wor'unwuhip and materials 11 JUI1&lltocd Ibr one)Ul', ^- FINANCB CHAROB o( 1,$% p<< month will be.OOOS3Od 00.11 unpt.id ao:;ountJ in 11T'CU1, ANNUAL PBRCBNTAOB,RATB OP II%plUlattorM)'" tbcc (foCCClS.Sl1)' to collect, ~ ~......... ~ 62,.1 ~~ ~ ~IO ... I.lJ \J ~~ \)~ ~~ ~I ~ ,,~ " 11 ]6' ~~ ~IJ) "- ~ l(j , J.f '----t'S ~ Ilj ~V\ j10p lie Itf,,~t!' ~~ ~ ~......... ~o..... , ~~~ /00 / /tJO ~~ '/'I ---- h...Q.-. Vl~~~ ~~" ( ~ ~' ~~ -- / ~'>t ~ $j /9 , ~~,~ ~ ~ - /9 ,~, -} - - - I?I'dc A 14),,"1' / , to /0 P/ltvEwt't! /0' , ..J_ 10 .....'" ~ , >1 , s-? L&T ?3 GI?AAJC/ h~1) u '" " ~ ~ ~ ~ ~ <t~ I '~ " ~ \. ~ ~ 0..... h.... '-~ ~~ ~ ~ ,"-.I ~\(j l.::.. I ,() ""\~~ ~ ~ "")1/) \J , V ............ r--.. ----- ::~ <J ~~~\ V') ~ r \ I ~ r- I '-' V () ,~ c::r:.: \l ", '- ~ ..... ~ ,\1\ '\J ---I---. ~ ;;;~ I , ~ ,'>.::. I ~ 'lJ ~ '- ~ ~ ""'- ~ I-... ',- --- ~ r------..... ~ ~ ~ , ' I ' ~~\~~ ~~ ~ 4 ( "'~"'-." 'J~ ~~~ ~ ~ \J ~,~ ~ ~~'\1\ ~ "- ~ " ~ $ 1.1\ ~ \-l.I I ( ........~ ~ "- \) \\J V\ ~"t ~ I <;::, " ~-~~ "- -x. ~ ~~ ~ IU ~\Ij ~ ~ '- ~ K IJ ~ \'''- ~ (,) ~ ~ ~ ~ ~ l" ~ ,'-I ~ ~ ~~ (J , ~~l(j ~~ $) ~V\ ~ ~~ ~ (j~ ~ ~ "'" ~ I() :::~ VJ ~'" ~ ...... ~ ........ ~'~ ~~~ t- ~ t \, V\ ~ ~'\. ~ {~~ \:) ~ ~ '" ~,~ ~ ~~'<.) ~, '- \4j ~"\i\ ~\h ~~ ~~ .. \l\ ...... \~ ~~ ~ , <:::l ....... r--- \j II.j ~ '-..J --.........J Q:" ~ ~ 1<..) ~ VJ ~~ ~~ I::).~ ~., ~~ ~~ l........r " ~ r-~~ -1 1 ...... ~ '- ~ ~ ~~ ~~"-...i ~~~~ ~ I III -{j ~ ~~<:I ~ \.t) l'. ~ ~~ ~~ ---4 J ~ ~ r-:~ ~ ~:~~ J ~ ~2~,~ f-~ ---4 J ~ ~ ~:~ ---4 " ~ ~~ ~~ ~ ~ ~~ ~ ~, ~ $ ~~ ~ ~ ) ( ~ '-...... "'\ ~~ ,~~ ~"\ ~ \~ ~~ "'0 V) ~ '- () }::, \j "D ~ ~~ ~ ~~ ~~ 'l.:l ~"" ~ '''-.J --.J <t ~( ~ ~ l(j Q( (.) 0j r-~-1 '~ J " ~ 1 <:z::: ( ........ \,. \ ~-~~ f-:~ -4 ~ " ~ ~~:~ ~~~4 - I ~'~ --4 If' '" ~ -I~ 1..0 ~ ~~ ~ ~ ~ ~~ ~ 'f...::. ~ I . ' I 1$' HAXr ". ~X?} 4' - -:-050" . I2~J TI~j -- 't ~1 - ...:-050. "" ,050" \., SX., ~8 SX-. 2~ sx;', "" I' r. SX., 3$ SX-, " I I 2 I I J. I I 2" I I 2" I ~044 I~ 3 >c. :2..' C' x 3' C' x 3' T/ { t C' x 4' T/l t C' x 4' S, /1, B. dP'#' HEIGHT/SPAH IfP"" HClGHT/SPAH Id P '#' HEIGHT/SPAH ~'#' HEIGHT/SPAN 3' r J 2' - " (' - ~ ' I' ;, - I' I' _ J' f' - - - - - - - - J - , - - - - - - - - - J - - - - - - - .,. - - - - - , - . - - - - I' IT - 6. 7' 8. r 120. 2' x 6' S.U i 2' x 7' S. H, I, 1 2' x 8' S, Ii. 8, 1 r- -..120 -..224 I - SX-2, $4 - ~ SX.J, 97 pOSS A I SX-4, H I I L,062 L,072 <1P~ HCI GHT /SPAN l.fP+ HeiGHT/SPAN ~p'#' HeIUHT/SPAN - 4' - " - , - , - I, 4 - - - - , - - - , - - - I - - . - , , - , - - , - - ( - - . 9" 9" ] 1/ 2' X 9' X , 072 X .22" t, J.(, B, j V 2' X 9' X , 072 X , 31 0 S. />f, B, jj - -..224 sx..,. ." I - -..J10 SX-6, 77 I I,gP'" ~072 072 HCl GHT /SPAN .ap'#' HCIUHT/SPAN I' - , I' 0' _ ; , I' - , I' :' - , ' - - - - - - , - - , - - 1 - - 1 TYPI CAL ALUMINUM COLUMN & B~AM D~TAI LS TABL~S FOR SCRE~N ROOHS & ROOFS ONL Y c. IJ ICM SPANS ~r IC INCRCASCD tOX llHeN CONTINUOUS OVCR DAVID NDRRIS CNGlNCCRING I NTCRI OR CDLUW/ SUPPORT DCSI GHl:D TO '" STANDARD JUI LDI N(j CQN 2) ALL ICM SPANS ASSUHC L,uCRAL PURL! NS (2' x2') , 90' rRMiCD PCR CWtP T, J 606 FOR J J 0 HPH VI ND Pg. 1 -A ACROSS Roor , CACH POST 1 H SCRCCI--€D SI DC IIALtS 3) VALl.€S ~r IC INTCRPOLATCD rDR JHTCRHCDIATC L[NGTHS OR SPACINGS CXPI RCS Af'TCR FCI. 1, 'OJ CDGE BEAM SIZC 2 X 2 ~ ' 044 Po tl 0 ,-xt, 2 X 3 ~ ' 050 Po tl 0 ,-xt, 2 X 3 X , 050 TI I t x t, TI I t C x t, 2 X ~/ ' 05~ X ,I S, H, lI. 2 X -, X , 062 X , 1 20 S, H, B, 2 X 7 X , 062 S, H, B, 'rI/INSCRT 7T-S- X ' 072 X , 224 S, H, B, 2 X_~ X , 07~ x , ~~4 S, H, 11, ~DG~ B~AM SPAN TABL~ HAXI HUH COLUHN SPACING - Yr/:rh~utrur ROC f' PAN ~PI.-N-(f Nrl, 1 .T, O. J..{, ) 4' .' -4 , -2' , - 0' O' -0' 7' -J 0' B'-B' 13 - 14' - )' 9' -J ' J 0' -75' I 9' -0' 20' -1'0' !O, .'s' -1,' ti'-3' 7'-8 8'-8' 6'-10' 7' -R' I I ' -8' J 2' - I 0 ' 8' -7' 9' -7' rti' -7' 18' -c' 1 8' - I 0 ' PO'-R' R' "-0' ~r- 6' - 0' 7' -9' 6 -1 6' -} 0' }O -~ 11 '-6' 7' -8' A' -8' 14'-10' 16' -3' } 6' -10 18' -6' 21 -2 23'-3' 10' 4'-6' ,5'-2' 6' -:1' 7' -] , :l' -/ 6' -:J' '7 -b' ] 0' -6' 7' -0' 7' -1 0 ' 13' -7' -[ 4' -11' 1 ' -5' 16'-11' ] 'ii' -4' 2] , -3' 20'-~ 22'-5' 22'-6 24'-]0' 4'-2' 4' -9' ,5'-]0' 6' -7' -5' -2' ... 7' -3' 1 2' -7' 1 3' -9' -1 4 - 4' 1 5' -B' 17 -10 ] 9' -8' ] 8' -]] 20'-9' 20' -'ii' 23'-0' 14' 3' - /1 ' 4'-5' " ~6' 6'-2' 4' -10' 5'-6' -B' -:J 9'-e' 6 -i! 6'-10' 1 1 ' - 9' 12'-JO' I 3' ~S' J 4' -8' J 6' - 9' ] B' - 4' ] 7 -8' I 'I' -5' ] 9'-6 21 ' -7' !o' 3' - , 4' - , 5' - , 5' - I 0 ' 4' -7' 5'-e' / -')' B'-8' ~ -9 6'-5' JJ -1 12' -2' 12' -B' 13'-11' -TIJ ]7'-4' l!o'~' 1 B' -4' 18' -6 20'-5' IR' 3'-6' 4'-0' 4' -[7f' 5'-6' 4' -4' 4'-]0' 7-4' 8'-2' ~ -6 6' -] , 10'-6' 11 ' -7' 1 - 1 I - , J ,_ , } ,- I -0 1 7' -5' 1/ -6' I '7' -4' -j f-L' O/H ayp, ) -j f-L' O/H (TYP. ) 1/4' /FT, (HI N. ) 1/4' /FT, JolIN, ) ~ ~ ~ 12' AL, RQOr PANS ... ~ ~ ~ ~ VI ~ g ! g ~ ~ e SPAN ~ SPAN SPAN E:DGE: B~AM PLAN CE:NTE:R BE:AM PLAN C~NT~R BE:AM SPAN TABLE: HAXIHUH COL UMN SPACI NG - SIHPLC SPAN CONTINUOUS RI In. PAN ,,) 'AN CE"NTE"R BCAH Sf Z ';' 6' R' 10' 12' 14' Ie 1 R' 2' xl, x, o 55x, 120 1 ~; :~: 13' -8' ll'-IO' 10' -B' 9'-9 -0 ' - , 7' -]1 ' S,I f Ho tl no E"xt, 5' -0' J .'1' -0' n' ;:8' If' - P , -1 , , -1' 8' ~8' 2' x7' x, 062x, ~~O -17' -1 ' ] ,5,' -7' 1,1' -.'S' 1 2' -0 ' ' ,- I' QT- , , - , 9' -0' '.1 f Hfl tl no xt, IB'-10' 17' -1 ' 14' -8' 1 '1' -P' ' - I' I' - O'-f.' 9' -111' 2' xI' x. 062x. 120 21' -6' 19' -7' ( 7' -0' 15' -1 ' l' - , 2'- , I' -11' 11 ' -4' S,I f HotlnQ [xt, 23'-6' 21 ' -6' 18' -7' 16' -6' 1 ,5' -2' J 4' -0' 1 3' -1 ' 12' -4' '/f/lnsrrt 2' xB' x, o 72x, 224 ee' -8' 20' -8' ] 7' -]] 1 6' -0' 1 4' -7' 13' -6' , - ?' 11 -I I S.I f Hfl tl nn F-xt, 24'-10' 22' -8' 1 9' -7' 1 7' -f.' 11,'-0' IiI'-II1' , - 0' J 3' -0 ' 2' x9' x, o 72x, 224 -2,5'-2' 22' -[ I ' 19'-JO' 1 7' - 9' 16' -2' I 5' -0' I -t ' 13' -3' S,I r Ho tl no Cxt, 27' -6' 2,5' -2' 21'-9' 1 Q' -~, 17' -9' I!,' -'S' , - , J 4' -6' , !!f2!f: VAl..Ul:S HA r Ie I NTCRPDL.HCD FOR I NTCRI-4CDI A TC LCNGTHS OR SPACINGS DA VI D NDRRI S E:NGI NCeRI NG DeSIGNeD TO /lJ7 STANDARD IUlLDING CODe peR CfWT, 1606 FOR 110 HPH V! ND eXPI RCS AFTCR FCI, I. ' 01 Pg, 1 - B INTERLOCKING ROOF PANS ROOf' PAN (ALLOr JOOJ H-16) MAX $PM 4"(Dua [f 't' V ARIES---.. [ \ J2" I ,OJ2 ,608 15'- 6' 18'-6" ff 't' - ,OJ2-...... r ,0.J,2 ,~ ,,'- 0" 1J'-0" I 12" I IOn:.. PANS IJA r O'r<CRHANC 1/' OF SlIJPLE SPAN, (UP TO J' IJAX,) SPANS MA r Be INCREASED 2" ,.OR [AO{ 12" Of' O'r<CRHANG. CONSUL r AN ENGINEER ,.OR GRCA n:R O'r<CRHANC, J" S TRUC TVRAL ALU/J, ffOCF S'r'STDI " Z" So/J, KAJJ (SCE CHARTS) (Z) 1/4' OIA.I/ J 1/1' sr, THRU lOt. TS J 1/1' X 1 1/1' X 1/8. [ 8.A.SC W/ (Z) 1/4' OIA, TAPCOHS QI? COUIV./poST 11'1 (z) 1/4' Oil.. 1/ J 1/2' S n., THRU sa. TS - TC'i' QI? SIDe J.lWN T AU 01+('0- ALW. 8.A.SE INseRT 11'/ (2) 1/4' Oil.. X 2 1/4' TAPCOHS (2" /JIN, -EIJ8CD, T'fP,) SECURE ALU/J, ca. W/ (2) 1/4' 01,1., T'HRU iOL TS ! ',~ .. . Nf"'" QI? [XIS n'/c 4 2500 PSI C-.< Ie. su.J1 (sa PAGe I-H) CARPORT / OPEN PA TlO DETAIL W/ ROOF ATTACHMENT N. T. 5, H DP~H I 3' -I' 14' -0' 14' -4' ~LDlH(j ,014' I t' -I' 13' -0' 13' -4' II' -I' It' -0' Ie' -4' PARTJ AL 11 ' -I' 12' -0' Ie' -4' CNCLOS~D ,014' 10' -I' I I' -0' II' -4' IU/ LDJ H(j 10' -0' 10' -4' 10' -6' ~NCLOS~D 1" -4' I" -I' 14' -0' IU/. L DI H(j ,014' II' -0' 1 t' -4' 12' -6' II' -4' I I' -I' 12' -0' ROOF A TTACHMENT NOTES FASTCNER TO BE DETERMINED BASED ON CONSTRucnON Of' HOST STRUCTURE 110 S,M,S. X 1 1/2" " 8" O. C. IN TO IKlOO DB (2) 110 " II' O,C, INTO WALL STUDS DB (2) t'O X 2' " 24' O,C, THRU J/4 (UIN,) FASCIA INTO TRUSS OR RAFTER TAILS DB 1/4', TAPCONS " 8' O,C, STAGGERED INTO CONC, W/IIO S,U,S, THRU REC, HEADER INTO PAN BOTTOM ~ 1 1/4' At/IN, EAt/BEDMENT INTO CONC, 1 1/2' At/IN, EAt/BEDMENT INTO WOOO * REPLACE ALL DETERIORA nNG 1+000; w/ FASCIA SECURED TO RAFTER (TRUSS) TAILS DAVID NORRIS ~H(jJHEF:RING DF:SI GhCD TO "7 STANDARD IUILDI NG COD~ PeR awT, I~' rOR 110 i'iPH VI ND Pg, 1 - D ~X"I ReS ArTeR r~J. I, '01 . POST LENGTHS AND SPACING FOR WALLS ~~g:,P~;;~;J:tI.E~;63 T6 SUPPOR T I NG SOL! D ROOFS (12' SPAN+ 1 ' O(H) JtI , '-~l/-f"""fNtr/" StCT! 0 (84', ) '9:~ ) ~ol; ! i:' I.' ~i,r NOHI HAL SCRCCNeD VALLS SOLI D VALLS ~')(I 68' ) (I POST ~~1 OX ' .... . SIIC VALL :x 2~2~ '856 /466 }J88 825 606 .6. HCIGHT POST SPACI NU POS T SPACI NU ~'x X :X :";J' 3217 t'd'xO, 040' 7' " -" e' -10' PAT 0 .280 2589 2097 1.56 /070 819 " .'-0' e'- 0' e~~ OX ~ T.~' 3040 1232' 1'39 1490 1034 "0 582 l'x3'x. O~' OR 7' "'-0' .' -0' PA t' X t' ~I (/) C ,. 6' -0' 3' -0' -~., 12642 6~ 863 661 " $'-0' 1'-.' IIt'X11II'X. OW 10' .' -0' 1'-0' 6527 4997 394 /632 /2.9 7' $' -7' 2'x3'x,070' (R " -4'-1' rUlE: 97011 7433 5873 4757 3303 2.27 1858 t' X t' ~I W C " 3'-3' 3~~?D, / e:s' 11/'11 III'X, 064' I D' I' -" 1 2836 9828 llU 6290 .3" 3209 24$7 7' , 6' -I' " , -4' -7' i r x1' xD, 064' " , 3' -7' J 0' Dr A, / D' , 3' -/' ~POST 7' " -3' " r<=V " 7'-D' ex/ ST, GRADE l' x3' xO, 0'J3' " "-$' ;---0- - I D' -4'-1' 7' I e' -D' 8' " -D' .." I'x3'xO,I15' " 7' -0' /0' 6' -0' C lW'ACTeD e$OD PSI CONe, ~ F LL . 2 DIHCNSIONAL LOADING - COHI/NCD AXIAL (ROOF) , 8CNDINU (VIHD) LDADINU, FOR eACH ADDI 110NAL rOOT OF Roar SPAN (OR OVCRHANG) > 13' ReDUCC POST ,~ SPACI HG IY 8X OR FOR eACH FOOT or ROOF SPAN H<-t-4 ' <OR OVCRHANG) < J 3', ! NCReASC POST SPAC! NG IY 8X, 4 31'8' DI It. RCIAR 6' La. THRU POST " ,411t, 4 " ' ---, ..~ ~ J 2' DI A, .: 4' , " .' 4. .21 v Iv , , , . . . '! ~ POST FOOTING VeTA! L ~~ : " . 4" . N, T, S, . , . , ..', ' , NOTC, THC ABOVC DCSIGN 'rIILL Q) : ..:ai.-- 4 , CARR Y A CONTRI BUTARY Ij RCBAR COOT, L DAD OF' 50 S, F; J 8' HI H, ~ J 00 S. F, FOR H=30', AND J 50 S, F, FOR H=36' THK'ND SLAB ~DGeD~TAI L N, r, S, DAVID NORRIS CNG/HerRIHG DeS! GNCD TO ,,, STANDARD IUT LD! NG CODe PCR CHAP T. /606 FOR / I 0 HPH VT HD Pg. 1 -~ eXPTRes, Af'TCR FeR. I, 'DI (OPT,) 6' STep FASCIA VI 'lOX I' , 16' a C, (R 2' X 2' X 0, 040 STIFFCNeR NOTC' FOR OUTS! DC SPANS> USC 2' )(3' (VCR T, ) OR 6' STCp FASCIA W, HeAD RODf' PAN , X I' X 2' X ~ 060' \NGLC CLIP VI (2) 'lOX 'II' V, HeAD iNS, CACH VA y, 2 X ALlJIoj, CO!. (I) 114' DJA. X 2 II.' CONe, OIl TAPCOH , 24' a c. NOTC, AT CORNeRS USc (I) 1/" DIA, X 2 //.' eA. DIR, , 4' (H.4)(,) fROH COIlHeR ~J x 2 ALl.H lASE Pl.A TE I' X I' X 1114' X e' /ALl.H CLIP V/ (2) '10. X / /2' TEl( SCReVS IN EA. DJRECTION . . .-, ." , ,.: . . , ;' , . .".' .. ~. :.. ~ . .. . . .'. ". " SLOP' HI N. /14' If r, (2) / /.' DI A. STL, TrRU ICJ.. TS (TY1',) 1 X N..I.M XAH :J X :J i\L(..ll( ca., NOre, rrC JCLDV DCSIGHS VILL C~RY A COiTRII1JT~Y LOoi.D CY' / $4 S. r, - NeV 'I' X I' rm (/00 s, r, - EX! ST, 4' St."'" N..LH. ~SC IHSCIIT V/ (I) //4' DJA. X 11/,. T~ , (I) 1/4' DJ A. TrRU ICJ.. TS Q/l I' X I' X III' N..LH. ANGLC VI (I) 1/4' DI A. X t 1/4' T~ CA SI IiC CY' ca.~ V/ (I) /14' DI A. THIlU JOL TS Q! :J J /" X / I /1' X / /1' RCCCVI NG cfWKL '1/ (I) //4' DJA XI //4' T~S , (I) //4" THRIJ nTS Q! N.. L CY' rrC AX]VC -"'I Y Ie CCN-ICC TeD TO 'IOOD rCADCIt IY slJ6SrlTvrlHG (4) '10 S, H. S. (r H./N. eJaCDJ rDlt T~ ....~.'.. ;c,,:~~.~~)>'.;: ;:j':;'~HJ ~z; eXISTING 4' CONe, SLA' V/ NO CRACKS VI THIN 30' Of' POST Q.8. HeV THK'ND 8' X 8' HONO rOOTING V/ (1) '5 CONT; QB VOOD DCCK VI DjL, 2 X 6 (X/N. ) peRIHCTCR HeADCR lJQlC see DC TAl L ILLOII . WHeN HOST STRUCTURe IS HAS{JNARY , J 0 X '/8' II. HeAD SNS THRU Roar PAN R! seR ON J e' CENTCR INTO STI FFCHER AT CACH CND f:Y' RDDF, I' X I' POS r $HJIIN 4-'10 X I' S, H. S- Kit ,.osr INro I NrclU DIt SCltCV Sl"l.1 HeS /' X r 01"0I lAC( rT ,IIl,A rr . . ..,..".. . " , " (I) //4" X 2 1/4' CONC, A,', (R TAPCON , 24' a e. :"'it K!CI(PLATC DR CAIA~ SK!N (X/No 0,019') 'j'~ ATTACHeD VI POP R! vcrs OIl 'lOX 1/e' '1', S, H. S. '16' C, C, cxrltlJl)CD NCAIlCR '1/ 1/4" X I 1/4' TAI'CCNS , " a. c, STA<<iCK>> I ~ I pAHS MASONARY / HEADER ATTACHMENT lJETAJ L No T, S DAVID NORRIS CNGlNeCRING DESIGNeD TO '97 STANDARD IUILDING CDDL PCR ClWT, 16U FOR 110 HPH V! 1m POST CONN[CTIONS (CARpOIlTS / opeN n, TIO) " No T, S, EXPIRES Al'TER Pg, j-F Fel. I, '01 GR'D MOOO S7tJD MOOO STVO p, T. PI.A Tr P.T. PLATr 2" T OJ/H.) WOOD CONSTRUCTION REQ'O SOIL SEPARA TION N, T.S, 2' 0" /JIN /JIH. 2~ PSI CONCRETE WITH 'X'-'OXIO w,M(AI, -, OR nMR/JESH (TYPIC4J.) BEFORE SI..~ JJ. I "I, .~: ~~~~H: ":" ' - !tAT SI..<::JN / NO F'OOTIN() '.,In. - 3",In. J" /fT. - './fT. FOOTING DETAILS ADDRESSING EROSION N, T.S, A4 VI D NDRRI S EHG/ NEERI NG DCSIGJ.€D TO ''J1 STANA4RD IIJILDING CD/JE Kit QWT. 160f rOR I I 0 HPH III HD EXPIReS AFTER rEA I, '01 Pg, )- SHEET No. REV/SED 3-1 2000. -~ ~ I au MASTER PLANS - 110 MPH WIND REGIONS ALUMINUM PA nos, CARPORTS/ SCREEN ROOMS, POOL ENCLOSURES & DETAILS 1 'RC AWIJ, PANS 110 X I 1/2" S,IJ,S, 0, C, IN TO 2 X 4 PLATe s~oPC 1,1IN, II." ;rf, OPTIONAL SHEARWALLS FOR: .- SECURC ALUMINUM PANS TO TOP PLA TF or (NO WALL w/ /10 x 1 1/2" S.u,s. 2 12' o.c, (ANO S€CURC (NO WALL 1f'rT. STUO ro HOST STRUCTURe w/ /10 x J" . 12' o,e.) HOTF: OHL Y SHEAR WALLS. LOAD BEARINC WALLS REQ(JIRe HURRIC4Ne STRAPPING HURRICAN( CUP T. . I, or CA, WALL STUD . 24" 0. C. (MAX.) USE SHCARWALL STORM BRACE -X PI. rTFRN MtTH M.H. ST1fAPP/NG W/ (I) 5d . CA, STUD, (OR) USE STORM BRAce 1/6' TH(RIJOPL r '* NAIL CO peR Uf'C.. spec'.. w/ HURR, CLIPS PCR ABOI'f 6' "'AX, D8L. 2',,4' TOP PLATF (I) 2" X 4' (IF COHT,) 2",,4" Il<XlO STUO WALL 24" O,C, 5/'" nil MOOO SlC/NC OR >1Nlt OR ALUU, SlMG OI'fR 1/2' PL Yo W/ 5d . '"/12" o,e. eDces /INTFRU, " . J" O,C, TU . ALOHC ALL HeADeRS. PLATFS (FOR SH(AR . UPLIFT) REPLAceS HURR, CUPS J/6" 011.. COHe. A,I, OR 1/4"' TAPCOHS . 24" O,C, (2" "'IN, eMBCO,) 2 "x4" p, T. Il'OOO PLA TF SECURC ALUU. PANS w/ (J) /10 S.U.S,/1>AN . $" oPE O,C, (hP, . eA. tND) ,.. Sl. Iol"" /4";rr, 1, .', ,. NEW OR CXISnNG 4' 2500 PSI CONC, SLAB SECURE ALU"'IHUIJ PANS TO TOP Pu. rr or 010 WALL (AND 010 WALL I'fRnCAL ro HOST STRUCTURC) W/ /10 X 2' s.IJ,S . 24" o.c, J" STRUCTURAL ALUM, ROOF SYSTDI (T'tP,) . --- BEAU ," X 2" PURUN) rTG, DCTAlL ';C I-H T'tP, ) · FOR WOOD DECK (SEE NOTE BELOW) ROOF A TTACHMENT NOTES * FOR IK>OO OfCK: USf 110 SCRfW X J" LG, (THRU 1+000 OfCK INTO Sf AM OR HfAOfR) 024" O,C, MAX,) USE (2) lID X J" 0 fA, POST CLIP A TTACHMENT NOTES CAPRI CLIP: USf (2) L I" X I" X ,060" W/ (2) 110 X J/4" TfKS INTO fA, FACf t2B CASn.f CLIP: L 1 1/2" X 2 1/8" X ,050" RfC. CHANNn W/ (4) lID X J/4" TE:KS INTO SEAM OR OPEN SACK << (2) "0 X J/4" TE:KS INTO fA, S,M, 8, OF COL, FASTE:NER TO 8[ DU[RMINfO 8).,S[D ON CONSTRUCnON OF HOST STRUCTUR[ "0 S,M,S, X I 1/2" 0 S" 0, C, IN TO WOOD t2B (2) 110 0 10" O,C, INTO WALL STUOS t2B (2) ('0 x 2" 0 24" 0, C, THRU 3/4 (MIN,) FASCIA INTO TRUSS OR R).,FTE:R T).,ILS t2B 1/4"' T)"PCONS 0 8" O,C, STAGGERfO INTO CONC, W/ l'~ S,M,S, THRU R[C, H[AOER INTO PAN BOTTOM I::.I.Ill1:. I 1/4' MlN, [MBEDM[NT IN TO CONC, 1 1/2" MIN, [MBEDMENT INTO WOOO * R[PL).,C[ )"LL O[TE:RIORA nNG WOOO; W/ FASCIA S[CURED TO RAFTE:R (TRUSS) WLS THIS STRUCTURE H).,S B[[N D[SlGN[D IN ).,CCORO).,NCE IWTH THE '97 STANO).,RO BLOC, CODC WITH )"LL REVISIONS TO CHAPT. 1606 FOR 110 MPH WINO VFLOCITY VOiD ).,FTE:R 2-1-01 D)" Y1D NORRIS CNGlNEeRING 112 COLEMAN RD, 'MNTE:R HA'rf:N, Fl., JJ880 Pg, 2 _ [ ("J) 299- 1048 VARJ ~S l' \ 6' -0' (MAX) 1 000000000000000000000000000 BACK UP VALL UNDCR H081LC HOHC 8X8XI6 CCLL 8LOCK NOTE: FOR HEIGHT ~ 32", C,8, PIERS @ 8' O,C, (MAX,) ARE ALLOWED, FOR HEIGHT < 24", 12" WIDE FOOTER & C,6, PIERS @-10' O,C, MAX. ARE ALLOWED o V) lu ......, ~ ~ o 5/8' ReBAR rROH rooreR /!vro SL AD rl-lRU CLLI. DL OC K S .' X16' SPi./ r DRI CK "'ALl. 61-0' 6/-0' 6/-0' VARI es 6X6 'I 0/1 0 v, v, H. OR F/BCRHCSH "XI6' BRICK SOI.ID SPI.I r rAce ~ ApOR BARRI CR CLLltN COHpACTCD F'lLL SOIL TO 9:5X STANDARD DeNSI TY, =a=o:-PI CRS ~ (I) ,:5 RCBAR peR COLUMN' 6' a C. MAX. IN CONCRCTC F/ LL ILK, THIS STRUCTUR[ HAS 8[[N DeSICN[D IN ACCORDANC[ I+1TH TH[ '97 STANDARD 8LDG COO[ I+fTH ALL RCIl1SIONS TO CHAPr. /606 FOR 110 /.IPH I+1ND ...LOCIT" VOID AFTrR 2-1-0/ 0,4. '>10 NORRIS ENGINeeRING 112 COLEMAN RO, I+1NTrR H,4.VEN, FL. JJ880 P9' 2 - C (86J) 299-/0~8 '(O/HAR BerveeN BRICK AND DI.OCK 8' x8' XI 6' CLLL BL OCK 6' MAX, "'c/GIH :" ," N! S"'CD GRADe !.. 1 (I) ,:5 RCBAR CON~ vC'C rOR ..,elGHrs ) 55', use SOLID : B BACKUP VALL (NO PI [RS) TYPI CAL SeCT! ON No T, S. DA VI)) NORRIS ENGINEERING E.'! .:::ERS. LAND SURVEYORS · PLANNERS PERMITTING . DRAFTING 112 COLEMAN ROAD WINTER HA VEN, FLORIDA 33880 (863)299-1048 S TRue TURE- THE 1997 ~ (OL,+20 P~" ~TAILED IN THESE PLANS WERE DESIGNED WI TH BLDG, CODE w/ALL REVISIONS TO CHAP. 7606 / L. L.( 6. - 1/80 MAX.) 100 MPH WIND VEL OCI TY 106 ..,.... . r f'3 1< I '&1 >\ " / r ~ it ~ t- ~ +~ ,/ - - - 1\ - - - - ,- - -, - . - - ,- 'L' ~ >1 t2 I { 'i J,/r.v0J ?AIf.. j / /00 \. /00 ....:. . / ~3 1< I '&'1- >\ .. / r ~ ~ ~ t- ~ ~o \ I - - - 1\ -' - - -' - - - - - - - ,- \ r ~I I , tJ.. { -i J./r.tlJJ?AItJ / /00 100 "'t,.:. . r ('3 1< I '&1- >1 " r ~ if' ~ t- ~ +, , I - - - 1\ - - - - - -' - - - - ,- - / r >1 tJ.. / ( -i 1_/r.v0J?AIt) / /00 BUILDING PERMIT CITY OF ZEPHYRHILLS (813) 788-6611 Permit 09874 Date /0 -JI-OO G:~I~~ EL~AL PLJJb48fNG' ~ Sewer Conn ~~ Property Owner: II. A~ -1'~ ~ Job Address: '7:2 /,u,AfJ C .",.,L,- Parcell.D, # tJ~-~/P-~/-OD!{I_-O/)oL)D- 0:200 Water Conn: Water Meter: T,I.F.'s: ~ Radon Gas: ~ I'I/all e-I~~ ~ ~_~.R_ Zoning: Descriotion of Work Energy Code: 7/ tu.t: NO OCCUPANCY BEFORE C.O. FINAL DATE Complete Plans, Specifications and Fee Must Accompany Application, All work shall be performed in accordance with City Codes and Ordinances, c.o. Inspector s:?c Valuation or "it. l> V Contract Price ur...E. $.;2.' -- Permit Fee ir1-' ~'.E ~v<L~'- ~ :2,~,A - \. ~gnatuw ompany Addre.s.s..-- ~;hone#~ City License Registration # /97' ,:z, State Certified License# I' S- -CjS' ~ ( C. .5_d/l- d~i! BUILDING ELE~/ ~ Tp. Serv, Rough In Meter Can Const. Pole Pool Pre-Meter Final P~IN~...." MECHANlr'" l Ftr. Pre SLB Lintel FRM, Insul. CL WL SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ 25,00) 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, O?- d-- ~ - ':2. \ - 0 <3\ Q...-: 00060 ~ Q?.. O(} -- .._-- - ' n - , - .- - _n ,. -,- - - -, .--- -,- ,., .. .~_ .__ nO' - -......- ------ lI.VW' ~ c. SMITH FENCING ,00- ~ ~c 1- C:c '-\ ALL TYPES OF FEHCING ^NU HEP^,,~S /' 20 YEAH:; EXI'EIlIHICE 1r'lSUIlEU BONUED LICEHSEU (U'13) 7'15-050'1 * ESTIMATE * CUSTOMEH (\) ~ ~ \,~,,\. s.r-", , DATE \e')-3\- e> ('\ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . e~\ i~~(~d . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L. . ~ - j ',0 . . . . . . . . . . . . . , . . . . . . . . . 4. \.\ -, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ESTII\.IATE ~, ~~f\ X \\ ~-;t c,\ " c:..(. v.-\'JI ~ .,.1._\ (,,'l:'~ L (>' '",- ' x.... 0 - ~C Plica of alllllalorials 8mllnslallnlion illcluded '7. 'j '2--- Price uuarallleeu of estimale for '] (, ,j, or-, days from above uale. Allmalerials alld lllslallullon guaranleed for one (1) full year. paymenl due on cOlllplelion. II is furlher agreed Il1alllle malerialls IlIe sole properly of C. Smith Fencillg unlil said malerlal has been paid for in full. PHOPOSAL ACCEPTED: 'gO~4 """', IrJ/7f/~a ,~~ r~ ~^A~ .- / 1 n- 3 \-C)(5 Cllsftrrller Sigl mime ' \).110 CUlllracl~ Signalure Dale Address: -:\ '?;,). .) \ ^) .' \ C~ I.'", C. Smith Fencing '7 --e. ~'" '\ " ~~ \\ ~ ~\A 55'14 121h Slreel , ----- ,-- ZuphylllillH, r-L ]J!j,1O '... Phone: . ~- \\S(\ (0'13) 7'15-050'1 - O~~ \~\~ S.,.