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Home My WebLink About06-5291 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 't 5291 Permit Num er: 5291 Permit T pe: ADDITION/ALTERATION Class of Work: 434-ADD/AL T RESIDENTIAL Proposed Use: SINGLE FAMILY RESIDENTIAL Square F~et: Est. Va ue: Improv. C. st: 2,000.00 Date Issu~d: 7/25/2006 Total Fe s: 183.75 Amount P id: 183.75 Date P id: 7/25/2006 Phone: Work D c: UPGRADE ELECTRICAL, PLUMBING, DRYWALL, HURRICANE CLIPS Address: 5346 20TH ST ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 12-26-21-0020-00100-01bO Name: KNAPP, ROBER Address: 5346 20TH ST ZEPHYRHILLS, FL. 33542 PLUMBING FEE ELECTRICAL FEE BUILDING FEE PLUMBING FEE h n c-L1c2.cD ~fJ..\-d07 ~ T i DUCTS INSTAL~t DUCTS INSULATE SHEATHING MISC MISC. MISC. LE PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB LINTEL PRE-METER WATER FRAME MISC SEWER INSULATION WALL MISC MISC. INSULATION CEILING MISC. MISC. DRIVEWAY MISC. MISC. N FEES: Reinspection fees will comply with Florida statute 553.80 (2)( c) when extra inspection sary due to anyone of the following reasons: a) wrong address b) condemned work resulting from faulty nstruction c) repairs or corrections not made when inspections called d) work not ready for inspection w .en called e) permit not posted on job site f) plans not at jOb site g) work not accessible. CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 5291 2,000.00 1/04/2006 122.50 122.50 1/04/2006 Phone: UPGRADE ELECTRICAL, PLUMBING, DRYWALL, HURRICANE CLIPS Address: 5346 20TH S ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 12-26-21-0020-00100-01bO Name: ROBERT KNAPP Address: 5346 20TH ST ZEPHYRHILLS, FL. 33542 PLUMBING FEE 35.00 ~ ~ DUCTS INSTALLE PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB DUCTS INSULATE LINTEL PRE-METER WATER SHEATHING FRAME MISC SEWER MISC INSULATION WALL MISC MISC. MISC. INSULATION CEILING MISC. MISC. MISC. DRIVEWAY MISC. MISC. REINSPECTI N FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection trips are nece sary due to anyone of the following reasons: a) wrong address b) condemned work resulting from faulty nstruction c) repairs or corrections not made when inspections called d) work not ready for inspection w n called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In ad ition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found i the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment 0 inspection fees shall be made before any further permits will be issued to the person owning same "Warning to 0 ner: Your failure to record a notice of commencement may result in your paying twice for improvemen to your property. If you intend to obtain financing, consult with your lender or an attorney before recordi g your notice of commencement." NO OCCUPANCY BEFORE C.O. . ~~ SI NATU PERMIT OFFI CALL FOR INSPECTION - 8 HOUR NOnCE REQUIRED PROTECT CARD FROM WEATHER OWNER'S: NAME JOB ADD~SS I I CI~Y OF ZEPHYRHILLS PERMIT APPLICATION BUIiLDING DEPARTMENT 5335 8TH st, Zephyrhills, FL 33542 813-780-0020 FAX: 813-780-0021 DATE RECEIVED -Ll L\ (O(p PHONE CONTACT FOR PERMITTING f) obei--T j 3 L/~ f/- /(/v frf f :AP T~ 57: Z!3PJ-/y R L+/[( 5 PHONE -81'5 -1'1 fi' - 7 37"3 Pc '3"3 ~c.;2 LEGAL D~SCRIPTION: LOT(S) PARCEL ~D # t d. -a Co -~ \ - ()Od.6-.00 ice.. b \ &::::> I WORK PRPPSED: [JNEW CONSTRUCTION I I []SIGN PROPOS*D USE:~GL FAMILY DWELLING BLOCK SUBDIVISION [JADDITION (OBTAIN FROM PROPERTY TAX NOTICE\ [JALTERATION /;1{EPAIR [J INSTALL [] DEMOLISH [] MOVE [JMULTI - FAMILY [J MOBILE HOMI [J OTHER [J COMMERCIAL [J INDUSTRIAL [J* OF UNITS [J SWIMMING POOL c=J RESTAURANT & HEALTH DEPARTMENT AP~ROVAL DESCRIPtION OF WORK uP GRApe ~L{'(TRI(P/-J Pl.v'1I3/;./Ci blZyWI}LL I l-IuR'CAIJY:. cuP5 { '" -./ ELECTRICfAN .., SIGNATURt aW If ~ I I I I i ~UILUI1G ~LECTRIICAL ~LUMBI~G [J MECHANI~AL o GAS TYPE BUILDER SIGNA;URt PLUMBER SIGNATUR1 ME CHANI ct SIGNATUR1_ OTHER SIZE HEIGHT SQUARE FOOTAGE ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. IAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. .JIM.; SHALL COMPLY WITH :. APPLICABLE BUIWING, TTRICAL, PLUMBING AND 'fl.AN1CAL CODES. PERMITS REQUESTED $ dODO. C:::D ;;(00 VALUATION OF TOTAL CONSTRUCTION ~progress Energy [J AMP SERVICE W.R.E.C. $ VALUATION OF MECHANCIAL INSTALLATION o OTHER ~RAME q ROOFING I I o SPECIALTY ONSTRUCTION: 0 BLOCK o OTHER o STEEL FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREA[] YES [J NO ~ r.. ~~ \-\.~~ .J'Z," COMPANY --- fJ ~ STATE CERT OR REGIST f ***************************~~************************************ ,... ~J- COMPANY ~.....~~~ STATE CERT OR REGIST # ****************************************************************** -~ 7'j~ uUJH~ ****************************************************************** COMPANY .we~"'-l.2 ()t5-~'- STATE CERT OR REGIST # COMPANY STATE CERT OR REGIST # ***************************************************************** COMPANY SIGNATURE STATE CERT OR REGIST # A. NOTI~E OF DEED RESTRICTIONS The undersigned understands that this permit may be may be more restrictive than City regulations. The 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 l~cal 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, 813-780-0020. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign po~tions of the "Contractor Sections" of this application for which they will be responsible. If you, as the owner signs 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 may be an indication that he is not properly licensed and is 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. Appli~ation 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 qertify 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 to be in compliance,Such agencies inolude 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 la 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 ..tension shall be reguested 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". SIG~!::fifi..~ SIGNATURE' CONTRACTOR STATE OF FLORIDA STATE OF FLORIDA COUNTY OF COUNTY OF The foregoing instrument was acknowledged The foregoing instrument was acknowledged Before me this _ day of ,20- Before me this --<iay of ' 20_ by by subject to "deed restrictions" which undersigned assumes responsibility for (name of person acknowledged) Owho is personally known to me,or (name of person acknowledged) C1ho is personally known to me, or o who has produced (type and whoO did 0 did not of identification) take an oath. Owho has produced (type of identification) and who Odid D:iid not take an oath Signature of person taking acknowledgment Signature of person taking acknowledgement Name typed, printed or stamped Name typed, printed or stamped if. D.W. Smith, P.E. #53608 Prol ects Consulting Engineer 9909 Wallaston Drive Dade City, Florida 33525 ~one: (352) 521-0865 Fax: (352) 521-0867 Email: dwst1pe~earthIink.net SFptember 30, 2005 ~o: Bill Burgess BUlLDINO SHALL COMPLY WITH ALL APPUCABLE BUILDING, . ELECfRlCAL. PLUMBING AND MECHANICAL CODES. Rjef. : Permit # 3816 I I I I I I Bob Knapp 5346 20th Street Zephyrhills, Florida 33542 I ereby certify that on Friday September 3Qh, 2005 I personally inspected t e work being carried out at the above address to replace 14 windows and w den a door opening at an interior bearing wall from 3' to 92" clear span u ing dbl 2X12 wi 1 layer ~" osb header. i I Jertify that all work was found to be of excellent quality and in c~nformance to accepted frmning practice. .. 'th the addition of Simpson SPI or equivalent clips installed at studs to .. b e plate, straps to headers and simpson sp2 oI: equivalent clips from studs to dbl top plate and or Simpson h2.5 clips from rafters to dbl top plate at the ne window framing locations, I find this work to be in compliance with the FI rida Building Code, 2004 edition. If ou have any questions please contact me at any of the above numbers or on. cell phone 3-469-; 289. \ Re pee ully; ~OJ a id W. S;~;Zf . J t 1r )"F t~ 'V ~ ~j N J ~~ ,1] 'A Its ~~ ~ ..J ~ <t: g ~ \E; \~ ~ - ~ ~s~ \A '2. fr . J) REVIEW DATE: t.f CITY OF ZEPHYR L( .0 ~-;)j BUlLDJNG OFFICIAL U? U .~ " ~s.~ s\~ \G \v ~(-t\( ~~ C-7~ SJ ,......~ 7q "V ~.,2/ << 00.---- <;p( (\ vS'-< r'\ '(/"0' ~ ~~~~ t,/? ~ Q ({/ ;b~ 7'0\ ~{ c,-< \~r,,6 J 1 . REVIEW DATE'. CITY OF ZEPHYR LS It( BUlLDlNG OFFICIAL r- S \ ~~o~ S~ \ \ ,\... '" ( L I / -J /' J"" ~ ~~ B ALL A,PPUCABLE BUILDING, ELECfRICAL, PLUMBING AND MECHANICAL CODES. Ii j.J ! j n i i"j Ii i; ! .~ '~~ Ii i "1 I I ! The HRS, a heavy 12 gauge strap tie, provides greater support in c'onstruction and repair of home projects, Straight lines and chamfered . edges for better appearance. Easy nailing pattern for connecting the sides of 2x members. 11he MSTC series has countersunk nail slots for a lower nailing profile. Coin~d edges ensure safer handling. Irlrstall Strap Ties where plates or soles are cut, at wall intersections, and as ridge ties. LSTA and MSTA straps are engineered for use on 1 'h" memlJers. The 3" center-to-center nail spacing reduces the possibility of splittIng. For the MST. this may be a problem on lumber narrower than 3Yi';~ither fill every nail hole with 1 Odx1 W nails or fill every other nail hole ith 16d commons, Reduce the allowable load based on the size and quan ty of fasteners used. The LSTllight strap ties are suitable where gun- ailing is necessary through diaphragm decking and wood chord open ,web trusses. ... .0' .I. .!3~ :r I:, : ~ i::: ~ III ~' ~ ". J::: :- tI) . . M:TI 1'I,'-j~ ' IT ~:, " . , .:tfm' I,' . I ~ , I- , en . o. i" .' ~ . I'" , " '" I- en " ~ c o o '" . g I- '1: ~ '~r ~ I l~j I l~ I o _12%' '1"6'-1 o J MST ~.I ~H- .... I .6" L. g U) -J co '" ..L T":'- 3" _~ 1-..:._ ~ T~ 1;1&"'0. ~ ;= ~ 1Y2' f":'~ lSTA and MSTA (Pilot holes not shown) ~ III FINISH: PS-HDG; all others-galvanized, Some products are available in stainless steel or Z-MAX; see Corrosion-Resistance, page 5. INSTALLATION: Use all specified fasteners. See General Notes. OPTIONS: Special sizes can be made to order. See also HCST. CODES: See page 10 for Code Listing Key Chart. MSTC and RPS meet code requirements for reinforcing cut members (16 gauge) at top plate and RPS at sill plate. International Residential Code"- 2000/2003 R602.6.1 International Building Code"- 2000/2003 2308.9.8 (For RPS, refer to page 152.) '0 REVIEW DATE: I l CITY OF ZEPHYR BUILDING OFFJCIAL %'~II- l'k'-j o '" <I: I ,0: 1 0 co 0 C\lm~ ;;(~LL. 0 ILL. U. 0 - -- 0 0 0 z.. gp '" co co !J!r (jj en en CO -!: 0:0: 0: ;;( .,,,, :r::r: :r: I 0 LL. 0 0 I- 0 1%~' 0 oT. ~ . . I- .U) 0 I ~w '0 . ..L ST HRS -J f-w %"-] FHA L t ~: 0 0 0 1l00:sr.l\,.s 0 0 a 0'0' ;0: O. 0'. o. 0 0 rl'h_~;-JO.lt 0- 0 'Il'~ 0, 0' 0'. 0 0 000 MSTC28 ~. L t f----j I 0 0 0 0 0 0 /1;1 '- - - r ,-i w :_-'-~--- '-~--_:~------. --o.o. -~~---~~T':~_i----1 1 v. 2W HST2 and HST5 HST2 HST5 1\7 3' HST3 and HST6 HST3 HST6 LSTI 134 Typical MST/ Installation {AfIThangershownj LSTI similar HST co ~ ST2115 y C\J . C\J ,I- (f) 'J... ST9. ST12. ST18, Sl22 Typical HALL COMPLY W HRS Installation ~L APPUCABLE BUILDING, ELECTRICAL, PLUMBING MECHANICAL CODES, Typica/lSTI Installation / ICiij ( .. ;/' ... II III ~ . I '. / I 7 <? o H1 Installalion o H4 . Installalion~ '., (H2.5 simil r) (see tootnote . page 142) ~ .. G H6 Stud .0 Band Joist Inst~lIation c,; ;;; o u w ;:: dt z o a: f- OJ G z o OJ a.. ;;; OJ ... C> ~ '= '" ~ "'- o U @ "' C> <> '" u go ~ u . H4 Installation (Naifs into upper top plate) H5 Installation (Nails into both hip,plates) . "!"-:.r'J:",<": o HB attaChing . rafter to double top plates CD HB attaching stull to sill (4-Bd into plate, S-Bd into stud) G H7Z Installation H9, H10 and H10R optional positive angle nailing connects shear blocking to rafter. Use Bd common nails. Slot allows maximum field- bending up to a pitch of 6/12, use 75% of the table uplift load; bend one time only, Considt!rations fer Hurricane Tie Selection 1. What is t e uplift load? 2. What is t e parallel-to-plate load? 3. What is t e perpendicular-to-plate load? 4. What is t e species of wood used for the rafter and the top plates? (Select th load table based dn the lowest performing species of wood,) 5. Will the h rricane tie be nailed into both top plates or the upper top plate only? 6. What load or loads willlhe hurricane tie be taking? Allowable s muitaneous loads in more than one direction on a single connector, .ust be evaluated as follows: De-sigl1 U IifliAllowable Uplift + Design Lateral Parallel 10 Plate / Allowable Lateral P rallel to Plate ..l.lni9!P La~ral Perpendicular to Plate I Allowable lateral P rpendicularto f'ta,ft! < 'u. 7, Select hur icane lie base(! ':m~ltcrmance, application, installed tost anll ease of installation. " H8 attaching I~joisl to double,. top platesJ<",", H3 Inslallation (Nails into upper top ptate) o H9 attaching truss to top plales -f&-; ~~; G> H14' Inslallation to dO.yp Ie 2x,jCder fJ c" ;r ~ 11l QD H14 Installation to double top plates :::t 1:. . . . o. o. ad COMMONS TO , _" PLATES. FILL ONE OF f711 THREE HOLES TO H14 L2.J BOTTOM FLANGE. I Hurricane Tie Installations to Achieve Twice the Load (Top View) Install dlagonalfy a,ross lrom eat.1l other lor minimum Zllruss. r~ailing into both sides of a sIngle ply 2x truss may cause the wood 10 spliL 143 I I .. -..,/" T~e asp and SSP are preferabfe /0 similar connectors because of a) easier installation, ' b) higher ioads, c) lower installed cast, or a combination of these features, DSP a~lI SSP proville Ilexibility in the fielll- can be used as 1 a plate to ftud connection AND top plate to stud connection. , lhe RS~4 is a reversible stud plate tie with locating tabs, which aid placem~nt on double top plates or a single bottom plate. MATERIALlDSP/SSP/SPH_18 gauge, all others-20 gauge FINISH,' Galvanized. Some ProdUcts available in Z-MAX; see lrroSion-ReSistance, page 5. INSTAllATI N:. Use all specified fasteners; see General Notes. . DSP/ SP-sil/ plate installation-fill all round holes, . DSP/ SP-top plate installation-fill all round and triangle holes . SP-on~ of the 1 ad common stud nails is driven at a 45" angle throug~ the stud into the plate. CODES: See page 10 for Code Listing Key Chart. · AvailablE with addilional corrosion protection, Checl( with factory. I Dime sions Fasteners Allowable Uplift loads (133/160) I Avg I Model I Double Code I No, W l Studs Double Single UIl Top Plate Single Sill Plate Ref, t- Top Plate Sill Plate DF/SP DF/SPISPF DFISP SPF/HF 4-1 Odx1 V2 3-1 Odx1 'h - 1107 350 - - , SSP 1611116 ; - 1-10dx1'h 1360 - 420 325 I 1% I 3-10d - 1310 435 - - L . I 4-10d I . - 1-10d 1397 - 455 420 125 I t 6-lOdx1 Y2 - 2417 775 - - L:12% ! /8-1 Odx1 'h - 2-1 Odx1 'h 216Q 660 545 ~%I - 6-10d - 2538 825 - - I 8-10d ! - 2-10d 2474 - 825 600 y"" . . 1. Allowable loads have been increased 33% and 60% for earthquake or wind loading; no further increase allowed. 2. When cross-gra n bending or cross-grain tension cannot be avoided, mechanical reinforcement to resist such forces should b considered. . . . <3. ~ S. w ;:: ~. o a:: l- t/) :z o t/) 0.. ;;;: in .,. o ~ .g .~ '" '-> @ :g ~ r.:, g> ~ '-' I Model No. GP1 ~ ~- I SP4' @5 SP6 SP8 3% 6% 4Y, 6% ! 30/.6 r 7V4 I 4Y2 5Y'6 5911 6 73/, I ! 70/,6 80/;. Dim nsions Fasteners Allowable Uplift loads DFISP SPF (133)" (160)" (133) (16D) 585 585 535 535 890 1065 605 605 890 1065 605 605 735 885 630 760 585 585 535 i 535 735 I 885 630, 760 735 I 885 630' 760 1240/1240 106511065 1360 1360 117011170 1240 1240 1065,1065 1360 1360 117011170 1240 1240 106511065 1360 1360 117011170 315 315 285 i 285 450 450 370 i 370 . . Plate Stud Width Plate Avg UII w l Stud' 3~/2 51/16 SPH4 8% 2x - 2x - 3x - 2x 4x 3x I - 2x 6x 2x 8x 2x 4x 4-10d 6-10d 6-10d 30/16 SPH6 SPH8 ~-1 ~l_ UllY,;", SP4 .. Installation lOd ,,y, NAILS EACH SlOE OF STUD . , 00 ~ [[: I:" 0 0 L....--:. 0 '--21.i"- /::"., . .- . . ", ,;', .' '"...- ':,. ' Typical DSP L / 1 w l~/ SP1 Typical DSP Instal/ed to Sill Plate o 0 o o 0 I!W! l) :0.: Code Ref. 6, 121 160 7, 121 160 7, 121 Typical DSP Instal/ed to Top Plate " 0 o o 0 Iii cCl 62, 123 , SP1 Nailing Profile It- 6, 30,99, 121 '--- hJX -l ~' STUD i -]ll.."r ~ '.'i (:/ ':1 r 'I I ~~" GI ~.. 611;;6" .. . .// h:.~ DSP 7' ~ -f~1 0 odJ o fc> CI) ~ ~ '~ ~ ~ '" Typical SP2 ,,-Installation ~---r ~ o 0 L I p e o U 0 oUo I..-w--' (1) Typical RSP4 Stud to Single Bottom Plate U,S, Patent 5,697,725 , o 0 0['11',0 "I 00 00 - Typical SP5 Installed (SP3 similar installed at double top plate) F1 F2 ... ~ (2) Typical RSP4 Stud to Double Top Plate (See footnate 4) 145 CITY OF ZEPHYRHILLS "NOTICE" OF ADDITION OR CORRECTION BUILDING DEPARTMENT DO NOT REMOVE ~. ~,. /~ THIS JOB AS NOT BEEN COMPLETED. T~e following additions or corrections shall be made before the job will be accepted. .; ) DATE (tU 1-07 PERMI ." 5.;>.9 I '~ It is unlawful for 8 ~y Carpenter, Contractor, Builder. or other persons. to cover or cause to be covered, any part of the work with flooring, lath. earth or other material, ntillhe proper inspector has had ample time to approve the installation, OFFICE HOU~S 7:30AM -4:30 PM MON,-FRI. AFTER CORRECTIONS ARE MADE CALL 780-0 20 FOR RE-INSPECTION \~S INSPECTOR