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HomeMy WebLinkAbout07-7179 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 7179 Permit Number: Permit Type: Class of Work: Proposed Use: Square Feet: Est. Value: Improv. Cost: 3,740.00 Date Issued: 11/08/2007 Total Fees: 85.00 Amount Paid: 85.00 Date Paid: 11/08/2007 Phone: Work Desc: REPLACE EXISTING SIGN W/NEW SIGN 7179 SIGN FREE STANDING SIGN CHURCH Address: 38924 C AVE ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 14-26-21-0100-03300-0040 ZEPHYRHILLS WES 38924 C AVE ZEPHYRHILLS, FL. 33542 J FIRST CLASS ELECTRIC INC {--~ nCL~cO \ \-d-7-07 I (p..-.. ELECTRICAL ROUGH FINAL REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in 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 of inspection fees shall be made before any further permits will be issued to the person owning same "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." -f ~K .~< CONTRACTOR SIGNATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Fax-813-780-0021 813-780-0020 City of Zephyrhills Permit Application Building Department /H1~ Date Received Owner's Name Owner's Address Fee Simple Titleholder Namel Fee Simple Titleholder Address I \1 P-?J I Owner Phone Number Owner Phone Number I Owner Phone Number I y C, z~ ,'/0 I r/. I LOT# I / PARCELlD#I/7"-.i" -J I -d /CJtJ - c!)J.1c!JtJ - dC7U7611 (OBTAINED FROM PROPERTY TAX NOTICE) lZl MOVE D SUBDIVISION i7tf ~ I B D D ADD/ALT REPAIR COMM FRAME JOB ADDRESS WORK PROPOSED NEW CONSTR INSTALL SFR BLOCK PROPOSED USE TYPE OF CONSTRUCTION DESCRIPTION OF WORK BUILDING SIZE D D D DEMOLISH SIGN I D OTHER STEEL OTHER I I I I , , . I I I ~ . I I I I 1 I I , I I I I I I I I I I I , I I , I I I I I . . I I I I I . I I I I , I I I I I I I , I , I I I I I 1 I . , , . I I I , . I I I . I I I I I I I I I I 1 , · I I I I I I I I I I I I I I , . I I I . I I , . I I , I I I . I I I I I I I I I I I I I , I I , I I I D BUILDING 1$ j ? 'Y tfl ct7 cJ D ELECTRICAL 1$ D PLUMBING 1$ D MECHANICAL 1$ D GAS D ROOFING FINISHED FLOOR ELEVATIONS I AMP SERVICE VALUATION OF TOTAL CONSTRUCTION PROGRESS ENERGY D D W.R.E.C. Noe V VALUATION OF MECHANICAL INSTALLATION D I SPECIALTY D OTHER FLOOD ZONE AREA DYES DNO Address MECHANICAL I SIGNATURE . Address I OTHER I SIGNATURE ~~I ~~# 11111111111I1111111111111111111I111111111111111111I11I1111II11111111111I1111111111111I1I111111111111I1111I1111111111I11111111111111111111111111111 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. RequIred onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects Attach (3) sets of Building Plans; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsile, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meel compliance Attach (2) sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. BUILDER SIGNATURE ELECTRICIAN SIGNATURE PLUMBER SIGNATURE COMPANY REGISTERED COMPANY REGISTERED COMPANY REGISTERED COMMERCIAL SIGN PERMIT LIcense # Ieee CJ s:-? sl :r License # I c(' -- cJO.2-571) Y / N Y/N FEE CURRENT License # Y/N Y/N FEE CURRENT License # Y/ N Y/N FEE CURRENT DI~~~ti~~~': ' , , . , , , , , , , , , , , , , , , , , , , , , , . , , , , , , . . , . , , , , , , , , , , , , , . , . . , . , , , , , , , , , . . . , , , , , , . , , , . , , , '. ' . , , , , , , , , , , , , , , , . , , , . . , , , , , , , . , , , , , , , , , , , , , , , , , , , , , Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500. a Notice of Commencement Is required. (AlC upgrades over $5000) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades NC Fences (Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. . 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 Pasco County Building Inspection Division-Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law-Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify 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. 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, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government 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 include but are not limited to: Department of Environmental Protection-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. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other ~nstallations not specifically in~luded. in the application. A permit issued shall be construed to be a license to proce?d With the work a~d not as authorl~y ~o. vlol~t~, 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 violat~o~s o~ any codes. Every ~ermit issued. shall become. invalid unless the work authorized by such permit is commenced Within SIX months of permit Issuance, or If work authorized. by the permit is suspended or abandoned for a period of six (6) months after the time th~ work is commenced: An extensIon may be requested, in writing, from the Building Official for a period not t~ exceed n1n~ty ~90) da~s and Will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the\.!ob IS 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 AN ATTORNEY BEFORE RECORDING YOU TICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 1) ~e OWNER OR AGENT CONTRACTOR S b cri ed and s n t (or affi Sub cri d a sworn b . b Who Is/are ersonally known me or has/have produced Who i lare rsona I kn as Identification. ~fkt:~~=P"~i' ;;,J~ My CommiSlion 00273751 Name of Notary typed, printed &~p6pires December 09, 2007 C. / I &7: ~p~~ CommiSSion No. 'iJ; Carolyn Zappulla . . My CnmmilliOR ~ Name of Notary typed, printed or sta~ClF"~ Expires December 09, 2007 Notary Public NOTICE OF COMMENCEMENT .'. ... ~ -" STATE OF FLORIDA COUNTY OF PASCO The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement : Description of Property: Parcel No. 14-26-21-0100-03300-0060 Street Address: \~B 905 Y C/ ;7/-IJe. 'Ze)J Iz )"tf";{,'/f /::::./ .1,ssY i. General description of Improvements Install road sign See ~\ -lId c I.t (/ F ~ j) (J -td I~ Ii: J ~ / Owner Information: Name Zephyrhills Wesleyan Church Street 38924 CAve. City Zephyrhills, FL 33542 Interest in Property: Owner /111111 1I1111111l 11111111I1 111111111I111111111111111 1111/111 2007184801 Name of Fee Simple Titleholder (Ifotherthan owner) Rcpt: 11407!51 Rec: 18.50 OS: 0.00 IT: 0.00 11/07/07 Dpty Clerk Contractor: JOHN L. SMITH CONSTRUCTION, INC. R 4240 COATS RD. ZEPHYRIllLLS, FL. 33541 JED PITT"AN, PASCO COUNTY CLERK 11/07/07 12:51J..m 1 Al ~ OR BK 768~ PG ~11 Surety: Name Street City Amount of Bond Lender: Name Street City Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) (7), Florida Statutes: Name Street City In addition to himself, Owner designates of to receive a copy of the Lienor's NotiCe as provided in Section 713,13 (1) (b), Florida Statutes. Expiration date of Notice of Commencement to be 1 year from date of recording unless a different date is specified () I () Signature of Owner. LJa.J /1/ .Y J f}., n 0 Sworn to and subscribed before me this ;J:J. I~. day of L~~.zt/Le.-v-L>L) Notary Pub1iC~jt<J ~ r:J~ ~~ My Commission Expire~ : /1f1;, 3) .}L>lj 2001. . GARY L. HOI.I.AND NoIIrr PuIlIIc . .... of FIIdlII . ~ u,c. II "JftElpllw"S.8" Ca..I...... . DO ".... ...................... Pasco County Property Appraiser - Legal Description for: 14-26-21-0100-03300-0060 Page 1 of 1 . Welcome: Records Search: Parcel Details: Legal Description OR BK 7683 PG 212 2 of 2 Legal Description 14-26-21-0100-03300-0060 Assessed in Section 14, Township 26 South, Range 21 East of Pasco County, Florida ZEPHYRHILLS COLONY COMPANY SUB PB 1 PG 55 POR TRACT 33 DESC AS COM AT NW COR OF TRACT 33 TH N89DEG 52'28"E 500 FT TH SOODEG 06'41"E 114.50 FOR POB TH N89DEG 52'28"E 152,55 FT TO A POINT 10,00 WL Y OF EAST LINE OF SAID TRACT TH SOODEG 06' 41"E PARALLEL WITH EAST LINE OF SAID TRACT 201.18 FT TO SOUTH LINE OF SAID TRACT TH S89DEG 51'32"W ALG SOUTH LINE OF SAID TRACT 172,55 FT TH NOODEG 06'41"W 4,81 FT TH S89DEG 51'32"E 20 FT TH NOODEG 06' 41"W 196,50 FT TO POB OR 5129 PG 934 OR 5155 PG 541 Please be advised that our legal descriptions are for assessment purposes only, and are not intended for use in legal conveyances. Pasco County Property Appraiser Page Layout Modified: 10/9/20074:49:39 PM The Local Time Is: 11/7/20077:48:21 AM STATE OF FLORIDA COUNTY OF PASCO . . . ~ '~l; . THIS IS TO CERTIFY THAT TI;iE'Fb~EGOING ls'A ,;> TRUE AND CORRECT COPY OF ~ttie'OOCU~Nt ON F1Lf. . OR OF PUBLIC RECORD IN THfS;OFFICE. WITNESS MY " . HAND A~OFF1CIAL SE~l. 1:H1S-z'- DAY OE : . h</~.) ~2..#lI7 : JEO PI~LERK OF'bll:I'G~.IT CO.U. RT. . .:. BY 'fA .L./" " 'QE~qryClERK htto://aooraiser. oascoQ:ov.com/search/leQ:al.asox?oarcel=2126140 1 00033000060&cache=F... 111712007 Proposal Date Oct 22, 2007 John L. Smith Construction, Ioe. 4240 Coats Rd. Zephyrhills, FL 33541 (813) 782-0470 CBC 059519 Proposal Submitted To Work To Be Performed At Name Zephyrhills Wesleyan Chmch Street 38924 C Ave. City Zephyrhills, FL 33542 Telephone # 715-0263 Street Same City Date of Plans 10-1..{)7 Architect J.M, Stewart Corp, We hereby propose to furnish all materials and labor for the completion of Footer, electric and erection of lighted sign. Sign and engineered drawings for sign to be furnished by others. All material is guaranteed to be as specified, and the above work to be completed in accordance with the drawings and specs submitted for above work. All work and materials to meet local industry standards and existing codes in effect at date of this proposal, The above work to be performed for the sum of Thirty seven hundred forty and oonoo Dollars ( $ 3740.00 ) with payments to be made as follows: See attached sheet. Any alterations or deviations from the above specifications involving extra costs, will be executed only upon written orders, and will become an extra charge over and above the estimate, All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry :fire, wind and all other necessary insurance required upon above work. Workers Compensation and Public Liability Insurance to be taken out by builder. Cost of collection and attorney's fees in the event of any default by the Owner and in the event that the Builder must initiate any collection proceedings or must engage attorneys for any purpose whatsoever relating to this agreement, including but not limited to seeking the enforcement of its terms and conditions, the Owner acknowledges, agrees, confirms and warrants, that they are responsible for all costs and attorney's fees incurred by the Builder. ~ Respectfully submitted ~ ~---I2' Per John L. Smith Co 'on This proposal may be withdrawn by us if not accepted within 10 days Acceptance of Proposal We, the undersigned have read this proposal and do agree to the terms and conditions as listed above and to any attachments, if included. We authorize you to do the work as specified. Payment will be made as outlined in this proposal. jJ 1) Date 0 CT. 2 Z. C OC)I OAf I ~) III ~ l;?.:YJS ----...--\ \) I I ! I I i i':( I I, !~ i~ ! ~'~ ./ !" ! 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Stewart Purchase Order No.: 8798 Footer Ok Sign Type & Name: Concept 38 Column Ok Drawing Number: CO-38-N-2000 Bolts Tension Ok Date: 1 0/2/2007 Variables: Bolts Shear Ok Approx. Sign Wt, 750 Ibs. Footer: 1 Columns: 2 Wind Speed 120 mph diameter 0 ft. d1 0 Directionality ~ 0.85 length L: 8 ft. do 0.00 Exposure Kz 0.57 width W: 2 ft. b= 4 in Topographical Kzt 1.00 Height H: 3.33 ft. d= 4 in Importance Factor"' 1.00 Depth D: 3 Gust Effect G 0.85 Bolts: Spacing: 9 in. ell h= 3.75 in Qty: 1 k= 3.75 in Dia.: 0.334 in^2 w= 0.125 in Velocity Pressure: 1 Qz=O.OO256KzKztKdV21 Area 1 Area 2 Area 3 Totals Area: 7,00 24,00 0,00 Velocity Pressure: 1 17.86 height 1.00 3.00 0.00 width 7.00 8.00 0.00 Cf 1.60 1.60 1.60 centroid 0.50 2.50 4.00 2.05 ft. wind pressure 24.29 24.29 24.29 Structural Material: 46000 wind force 170,03 582,97 0,00 753,00 Ibs Moment 85,02 1457,43 0,00 1542,44 Ib-in Steel Fb - 46,000 psi P= F(n) #Col, n Alum. Fb= 35,000 psi 527,102 1 1.0 Allowable Lateral . 400.00 2 0.7 S - Lateral Soil Pressure 400.00 psf 3 0.5 Allowable Soil Load 2000 psf qz = Velocity pressure at height Z Z = Height off groung of Sign Ratios: Kz = Velocity Pressure Exposure Coefficient*"' Wind Force Aspect 2.67 I = Importance Factor"' 582.97 Clearence 0.75 V = Velocity From ASCE 7-05 Fig. 6-20 P = Design Pressure G = Gust Response Cf = Force Coefficient for Solid Signs Cv -Coefficient of Total Shear D = Sign Width R1= S LD/3 H = Sign Height 2.50 R1= 3200 Ibs Wind Force Calculations conform to ACSE 7 and FBC 170.03 R2= S LD/3 2004 including 2006 supplements. f R2= 3200 Ibs Notes: 1. From ASCE7-05 6.5.10 0.50 3. From table 1609.6D FBC 2004 Vs 4. Structural Tubing ASTM A500 Grade B. 5. Bolts are ASTM A307. ~ a I:f.> 6. Concrete Strength 2500 psf minimum. ~ 7. From table 1610.1 FBC 2004 1 ~ 8. Steel Pipe - ASTM A53 Grade B ~ 9. Steel Plates and Bares ASTM A36 3.33 t--- R1 10. Structural Steel Wide Flange and WT shapes ASTM A992 or ASTM A572 Grade 2.00 50 1.00 - t---+ EJ R2 , 1---+ L/~ ~ t 0 "~ 1.3"~ R3 ~arrett . ~ Windload Calculations 0-15 Exp. B Florida #44816 New York #063279-1 Page 1 of2 John Francis Barrett, PE 8259 Barton Farms Blvd. Sarasota, FL 34240 X:\JM Stewart\ 8798.xls J.ohn.E...Barrett . ~ Windload Calculations 0-15 Exp.' B Footing Depth: FBG 20041805.7.2.1 d= ,5A(1 +(1 +(4,3h/A)) 112) A= 2.34P/(S1b) 1,38 0,53 Weight of Footing: Wf= 150*A*D 8000 Ibs Dead Load OK Factor of Safety 2,2 Calculations: Bearing Area: A= 16.00 sq. ft. Soil Pressure OK Soil Pressure: Ps = 546,88 psf Factor of Safety 3,7 Overturning Moments: M1 = (f1)(d1+H) 651,79 M2= (f2) (d2+H) 3400,66 M3= (f3)(d3+H) 0,00 ft-Ibs ft-Ibs Overturning moment due to wind: Mo= 4052,45 ft-Ibs Weight of Footing and Sign: WSF wAH + Ws ft-Ibs WSF 8750 Ibs w = 100 pcf density of concrete Resisting Moment Due Weight: MR= (WsF)(W/2) H = Height of footer MR= 8750,00 ft-Ibs Active Soil Resistance R1= (ASL)L)(D/3) R1= 3200,00 R2= (ASL)(L)(D/3) R2= 3200,00 Resisting Soil Moment: Ms= (R1)(D1)+(R2)(D2) Footer Ok Ms= 18350,00 ft-Ibs Factor of Safety 6,7 Total Resisting Moment: MT= 2.71 E+04 ft-Ibs I Moment about (a) Ma: M - (F1D1+F2D2+F3D3) a- M - 1542,4421 ft-Ibs a- Me= Main Assumes footing rigid subjecting Mc= 771,22105 ft-Ibs column to bending stresses Column Design: Section Required: Sx = Mc/Fb Yield Strength (psi): 46000 Sx = 0,2011881 in^3 Moment of Inertia: 1= 4,8538411 in^4 Column Analysis: Section Designed: Sx = I/c Column Ok Sx= 2,4269206 in^3 Factor of Safety 12.1 Anchor Bolts: In Tension P= Mc/L Bolt Yield Strength 64000 P= 1028.2947 Ibs Area of bolt Ab in2 .334 for 3/4 inch based on minor dia. .606 for 1 inch S= P/Ab Bolt Tension Ok .969 for 1.25 inch S= 3078.7268 Ibs/in^2 Factor of Safety 20,8 Bolt Yield Strength In Shear P = Shear force 55000 S= P/2nAb Bolt Shear Ok d - bolt minor diameter S= 563,63 Factor of Safety 113,6 Assume Dure shear Florida #44816 New York #063279-1 Page 2 of2 John Francis Barrett, PE 8259 Barton Farms Blvd. Sarasota, FL 34240 X:\JM Stewart\ 8798.xls ..---.....- ._.~.:-.~...... .~.._--_.._.~ .-.._._.-~---_... --'~ ~.._.. .: ~ . ..........----,..-.-.. ....----.-..-. .---- ................. :::::Cit;;::~fZephyrlrllls . BUILDrnGl'LAN REVIEW COlY.lJ.VffiNTS . Date Received: . . , CTo~ (~,'~ . /1- 7 -67 3?/I2-V '1/rL~' . . , Ro/;/aCf'. e)(;~y ~'6" ~-.) ..., . ~.aw/the below comnieI1ts:'~ ,Denied ~/lbe below commcnts:O . Contractor/Homeowner: Site: permit Type: ApProved wino comments:D . ~(/dtYIi;fT" rlIJ . .,... 0 i'd '('''1~~<- " ,'it . , Retd/llul"~ f7Q- ()4 6Jr with tb.ep~ andloi:plans. . 1)-7-t7L~ -~~p.. Date V con.tractor mldlor Homeowner . . . '. . (Reqmred when comments are present) '.