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Permit 589 Levy Rd units 1,2,3 (vault folder) 4, w .JOB ADDRFM UA6 / _-4? _ TYPE WORK PROPERTY OWNER' a r m.F:moNE CONTRACTOR ifra TELF'pNONE `7 I 78 • Q8� 5 c�fl PERMIT NUMBER,s 60 /4o DATE c5--5S-A Oct o — /`1981 C)o 15B9- f - -9I�4p1( �-8 q a 5g�- � 5-8 -,a INSPECTIONS.• FOOTING ZIEBEAM LEVTEL FRAMING(COVER IIP le. a l -# SUTATION r -18•�� 1 o / � 8-or �- FINAL BUILDING 10 vv If)- -a , v/ CFJZTIFICATEOFOCCUPANCY 10•41-oO /0-11.00 f of` .00 ELECTRIC'ALPERAon U�tiaolr� Iolb0/a3 �/a INSPECTIONS ROUGEr I o r FINAL MECHANICAL PERMM 0 f© / >b-!I•ov INSPECTIONS Routw FINAL .a-oI PEITM8INGPERMI7# a� INSPEMONS �ROUGH/UNDERfSLAB� TOPOUT ({,. a te.o l WATER/SEWER FINAL /c) -11.00 <00 ru-11.00 to-y-oo NOM. �G �Cu2s 18 9 4 o 7C �- PREPARED 12/31/02, 8:19:57 INSPECTION TICKET PAGE 6 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 12/31/02 ------------------------------------------------------------------------------------------------ ADDRESS . : 589 LEVY RD SUBDIV: _ TENANT, NBR: UNIT 5, CONVERT SERVICE CONTRACTOR ADVANCED WIRING SERVICES INC. PHONE (904) 744-4446 OWNER ; WALASHEK INDUSTRIAL PHONE t PARCEL - - - APPL NUMBER: 02-00025351 ELECTRIC ONLY �/ ------------------------------ ----------------------------------------------------------------- PMIT: ELIC 00 BLIMICAL PB IT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------------- -------------------------------------------------------------------- ,.X23 01 12/11/02 LJ ,CZ.' l-°- --- --- ---------------------- -------------- COMMENTS AND NOTES -------------------------------------- CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 20016 Address: 589 LEVY ROAD 1, 2, & 3 Permit Type: COMMERCIAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: COMMERCIAL Lot(s):9 & 10 Block: 1 Section: 11 Square Feet: Subdivision: PART GOVT. LOT 4, SECT. 1 Est.Value: Parcel Number: 17 & PT LOT 4, SECT 11 Improv. Cost: 225,000.00 Date Issued: 5/05/2000 Name: WALSHAW, LARRY Total Fees: 4,852.76 Address: 90 OCEAN BREEZE DRIVE Amount Paid: 4,852.76- _ ATLANTIC BEACH, FL 32233 Date Paid: 5/05/200.0` Phone: (904)249-7331 Work Desc: CONSTRUCT NES METAL COMMERCIAL. BUILDING HSF 8925 MILLIGAN &SON CONSTRUCTIONPERMIT 1,252.50 WATER IMPACT FEE 325.00 SEWER IMPACT FEE 2,500.00 RADON GAS-H.R.S. 42.39 RADON CAB 5% 2.24 CAPITAL IMPROVE. 651.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 40.17 SCHARGE/ATL.BCH. 4.46 TREE BARREADES FOOTING SLAB FRAMING COVER UP FINAL BUILDING CERTIF/OCCUPANCY INSULATION AIr1Tl/+ ` I�IP`n�/'�Tn►IP' SAI I^T BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION tI$ FRn%A -r UIC%Av+ov \AI IAT►IAT Or- MI A^ED IN PUBLIC SPACE, AND ity Of Atlantic Beach SULT IN THE PROPERTY � City Of Atlantic Beach CUSTOMER RECEIPT *** *** CUSTOMER RECEIPT *** OPER: SH NA %,--D-RAVER:. 1 OPER: SHAWNA DRAWER: 1 DATE: 5. 5/88 81@8_54894 DATE: 5/22f88 81 RECEIPT: 8859867 SUBJECT TO REVOCATION DESCRIPTION OTY AMOUNT TP TM DESCRIPTION QTY AMOUNT TP TM PERMITS-BUILDING 1 $1252.56 *14 CK "'PERMITS-BUILDING 1 $25.80 *14 CK WATER CONNECT.CH 1 $325.08 *54 CK PERMITS-BUILDING 1 $60.08 *14 CK SEWER CONNECTION 1 $2508.88 *59 CK PERMITS-BUILDING 1 f58.88 *14 CK RADON GAS 1 $42.39 *71 CK PERMITS-BUILDING 1 $58.80 *14 CK FEES-RADON GAS 5 1 $2.24 *78 CK PERMITS-BUILDING 1 $50.88 *14 CK WATER CAPITAL IM 1 $651.80 *57 CK BACKFLOW PREVENT 1 $35.88 *56 CK RADON GAS-OTHER 1 $40.17 *72 CK TENDER DETAIL FEES-RADON GAS 5 1 $4.46 *78 CK CK 10328 $235,88 DATE: 5/22/88 TIME: 15:51:21 TENDER DETAIL TOTAL CHECKS $235.80 CK 2337 $4852.76 DATE: 5/85/08 TIME: 15:38:37 TOTAL CHECKS $4852.76 CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 589 LEVY ROAD#1 Owner: WALSHAW, LARRY ATLANTIC BEACH, FL 32233 90 OCEAN BREEZE DRIVE ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: COMMERCIAL Permit Number: 21264 Date: 2/05/2001 C DON C. FORD, C.B. . Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 589 LEVY ROAD#1 Owner: WALSHAW, LARRY ATLANTIC BEACH, FL 32233 90 OCEAN BREEZE DRIVE ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: COMMERCIAL Permit Number: 21264 Date: 2/05/2001 s DON C. FORD, C.B-0 Post in a conspicuous space I tNTV AG ATI AMI TIr Pg:ArP- —y -- CERTIFICA T E OF OCCUPANCY - P City regulating Building _ �Y 9 g i Prequirements of structure'wasi ini complianceuwith the various o dinances of the ty re to titin ubu building construction uctionof use. o rthe followitat the time of issuance this 1 I t RI it Address. 589 ti_i`%Pf ROAD Owner: 10A1-S1iAV0, LARR f RTr R1%3'r!t`+ Mr_R."1S a re - ••_•s•• x+.� -�.ss— na r.��r•�s r� R–a ams,4 et ATLANTIC BEACH, FL 32233 j jl ii jl I vv+i�..acav��vi� i�rtras. Use Classification: COMMERCIAL ( i Permit Number: 20016 Date: 10/04/2000 j Post in a conspicuous space ��• .. T r _,, ^ _.�.` b CITY OF ATLANTIC BEACH j, C.ER-IFICAI E OF OCCUPANCY j This rertifimste isst.-PA nursuant to the rer:eeirements of Seettian Ing of the Sm.-them Stannard P,idldinn C.—On rnrtih inrr that at the time of si:arm-�thione structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: d 1 I� 11 /'UU10-Sb. JVO LG V 1 11%W^L.0 ,. %iWillet. VVl1LZ rAV V, LANK—, , ATLANTIC BEACH, FL 32233 90 OCEAN BREEZE DRIVE j A i LAN i IL; BLA(.-OH, rL ,JZzJJ j I � I Construction Type: METAL E Use Classification: COMMERCIAL Permit Number_ 20016 II l I I Ila#�a' 1=4/9nno I - -- '�=Wim'`...•_—�.� - �-�' I, f i. uvU. iUi<v, v.r` .< . j Pnat in a rnnaniriinna anarp by of Atlantic Beach UT500L S E R V I C E 0 R D E R ## CYCLE/ROUTE: 03 22 T 0 B U I L D I N G D E P A R T M E N T ** REW CODE: SVC ORDER NO. : 621931 ECTION: AB ATLANTIC BEACH ISSUE DATE: 2/05/01 OCATION ID: 16210 CLASS: COMMERCIAL ISSUE TIME: 12: 28: 06 ADDRESS: 5S9 1, 2 & 3 LEVY RD REQUEST DATE: 2/05/01 CITY: ATLANTIC BEACH USER ID: CSTARR ATE/TIME TSG. COMMENTS 5-S q Co &t /a_—Z 0 0 u/2 u _!6t Zk 1AME ---------------------- ---------------------------------------------- 'ERVICE/SEG: WA 000 WATER ---------------- C 0 M P L E T 1 0 N I N F 0 R M A T 10 N ----------------- )ATE: MISC CHARGE: AMT: ACTION: COMPLETION METHOD: SVC ORDER MAINTENANCE ;ARLENE PAT) LARRY CALLED THIS MORNING CONCERNING GETTING A DUMPSTER—SAID THAT I OF HIS UNITS HAVE BEEN RENTED OUT—I WAS LOOKING AT HIS ACCT. AND ADVISED HIM THAT HE WAS STILL IN TEMPORARY STATUS FOR BUILDING PURPOSES AND I DON'T SHOW ANY CO BEING ISSUED—IS THIS BUILDING COMPLETE AND ALSO HE SAID SOMETHING ABOUT 6 UNITS AND WE ONLY SHOW 3 UNITS. HOW MANY METERS IS HE SURPOSE TO HAVE? PLEASE ADVISE, THANKS. BUILDING, PL4N1VING AND ZONING INSPECTION DEPARTMENT CITY OFA TLANTIC BEACH, FLORIDA CERTIFIC4 TE OF OCCUPANCY WORKSHEET Date Requested: 10 -41-06) Building Contractor: Building Permit Number: 0200/6 Address : �Q Lecal Descriction: Improvements to the above described property have been completed in accordance with the terms of ,the permit and is certified to be ready for occupancy as Lowest Floor Elevation: recruired as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire -;i;?I/o_,� Public Works Punning /0 .� B,uildinq r p CITY OF rftla,�ctie 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS C QC Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANIC BEACH BUILDING DEPARTMENT CITY OF _ 4&4a4-cate- Cti,� Office of Buildi fficial �; 1 ,rr REQUEST F INSPECTION t" ;L1 Date f ^0/ Permit No. p 1 ~ Time A.M. Received P.M. Job Address✓ Locality Owner's � L � Elt� Name _ �, Contractor BUILDING CONCRETE ELECTRICAL UMBING ECHANICAL mg ❑ Footing ❑ g ❑ Rough ❑ Gond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Friday P. Mon. Tues. Wed. Thurs. M. r Inspection Made Inspector nal Ins ection Certificate of Occupancy`��`i'� Date �_ ivOT10E TO: Water Department FROM: Building Department DATE: ____-____- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property d ress ERU Number ------------- ---------------------------- -------------------- ------------- Sincerely, Pat Harris Building Department NOTICE TO: Water Department FRdM: Building Department DATE: _ a �� _ Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Address ERU Number ------------- --------------------------- -------------------- ------------- --------------------------- __-_---------------- ------------- --------------------------- -------------r------ ------------- --------------------------- --------- Sincerely, Pat Harris Building Department Pat Harris From: Don Ford Sent: Wednesday, December 20, 2000 9:03 AM To: Pat Harris; Carlene Matthews Subject: FW: ERU Calculation for 589 Levy Rd. -----Original Message----- From: Bob Kosoy Sent: Wednesday,December 20,2000 7:59 AM To: Don Ford; Nelson VanUere Cc: Lisa Hally; Pat Harris Subject: ERU Calculation for 589 Levy Rd. Based on the information received from Milligan &Son, Inc. for 589 Levy Rd., which I have reviewed, the property should be charged for 7.61 ERUs. We will return the plans and calculations to Pat. 1 FAIN, CITY OF ATLANTIC BEACH i DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 I:LMIT INl' N - Log ` fiO114 'IMFt3T#►+? AD Permit Number: 22192 Address: ATLANTIC BEACH,589 LEVY F 32233 Permit Type: REMODELING Township: Range: Book: Class of Work: ALTERATION Lot(s): Block: Section: Proposed Use: COMMERCIAL Subdivision: Square Feet: Parcel Number: Est. Value: T►QId; Improv. Cost: 12,000.00 Name: WALSHAW, LARRY Date Issued: 6/18/2001 90 OCEAN BREEZE DRIVE Address: Total Fees: 210.00 Amount Paid: 210.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/18/2001 _ Phone: (904)249-7331 Work Desc: OFFI E BUILD OUT PSC N,F ;C NTRACT pERMI 210.00 FREIHA REDA TOUFIC I M• A� NOTICE- INSPECT Nv�ST BE REQUES D AT LEAST 24 HOURS PRM TO INSPjtCTION —�-- , 14 BUILDING MATERIAL.RUBBISH pEBRS FROM THIS WORK MUST NOT BE P,ICED IN PkBLIC SPACE,AND MUST BE CLEARED 60,AND HA66i6 AWAY BY EITHER CONTRACTOR OR O R "FAILURE TO COMPL'I':VHITH.T STRUOTION t_IEN 6 ►N RESIW IN THE PROPERTY OWNER PANG EIENTS" ISSUED ACCORDING TO APPROVE'9 L H F �tT F �AND SUBJECT TO REVOCATION CATION OF APPLICABLE PRO�... � '- FOR VIOLATION fZ18.88 14 Dates 6/19/8181 Receipt: N66729 1541 A NTIC LBEACH78�UILDIN CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 5P7 LF-v (Z0 0FhCF_ tjU tLD OOT Date Heated Square Footage .1%_@ $ per sq ft = $ d Garage/Shed 1�l @ $ per sq ft = $ Carport/Porch A @ $ per sq ft = $ Deck CF- @ $ per sq ft = $ 1 Patio 0� @ $ per sq ft = $ TOTAL VALUATION: $ ,/ O rz , a o b �s $ ��-- Total, Valuation 1st $ f $o 0 / 0 D U__ Remai ing Value $S-: per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ y �o0kS�� /l(`'�lT � BUILDING PERMIT FEE $ /�O�x 2 egt,,TE(T WATER IMPACT FEE $_ MIT ( SS V F-/� SEWER IMPACT FEE $ _ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ /1 GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : d CITY OF EACH "CEIVED PERMIT APPLICATION REMODELATLANTIC, ONS OR ALTERATI V; MOVINGI DEMOLITIONS jwi ?UUI Owner(s4y' I Plow 40 Job Address L,,w 9d Phone Z '7.3111ding and Zoning Lot# Block or Unit# Subdivision Contractor State License# Address Phone City State Zip Describe work to be done Present use of building V"&J Hk: Valuation of Proposed Construction tlo�,K Proposed use D• Le cVI A.�- Is this an addition? &,--' I If yes, what are the dimensions of the added space: t O ft. x _ft. Will the added area be heated and cooled? —New electrical (or increase) VC New plumbing fixtures? _re j N fireplace? to b New Heat1AC? c 9 SUBMIT THREE (COMMERCIAL)TWO (RESIDENTIAL) COMPLETE SETS OF PLANS,S INCLUDING SITE PLAN, SURVEY, ENERGY CODE FO OTI F COMMENCEMENT, AND OWNER/ CONTRACTOR AFFIDAVIT, IF NER 1 C T R. Date: WIC( SS1ON#DDWbW r'"IRES:June 3,2005 „ddd'.hru o I n rwdters C Date (� STATE OF FL O A COUNTY OF ` Sworn to (or affirmed) and subscribed before me this 6 day of AS TO OWNER: Notary's Signature Y� GEORGIA A.HORN ❑ Personally known 7--u– MY COMMISSION#DD 030526 H--6113roduced Identification _SPIRES:June 3,2M5 (( _ bonded Thru Notary Public underwriters Type of identification produced �- 1.� OS`0 b Sworn to (or affirmed) and subscribed before me this day of '� 0 AS TO CONTRACTOR: Notary's Signature e. Personally known ❑ Produced Identifi tion Type of identification produced 131 'ti r1 �..c�rY l2 tog Book 10034 Page-64 Lements 17757 r68 Recorded 8/^2001 03:24:31PM NOTICE OF COMMENCEMENLER CIRCUIT COURT OUNTY FUND 3 1.00 DING # 5.00 TO WHOM 1T MAY CONCERN: The undersigned hereby informs all concerned that imprwill be made to certin real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCE M ENT. Description ofProperty r� C' �( —� rI General Description of Improvements_ i &4- W� " Owner rn� 5� d� /Address: Owner's interest in site of improvements: JI� dQT` F-0r Fee Simple Title Holder(if other than owner)^ Name � J ' Address Contractor- Address ✓" U. Surety (if any) Address Amount of Bond Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name Address In addition to himself, owner designates the following person to receive a copy of the Leinor's Notice as provided in Section 713.13(1)(F), Florida Statutes. (Fill in at Ownee'6ption). Name , Address: r Owner Sworn to and subscribed before me this i {-- day of ``�. s M HORN r_ MY COMMISSION#DD 030526 ��- EXPIRES:June 3.2005� Notary P ar. ublic l i APPROVED CITY. UILDINGNOFFICE JUN 18 2001 oil "--� JdC CDNDEN80R �7'C 12C CONDEMM CLL. Z cl CRLJND HEIGHT t5 FT.PEAK .� to Fr.SDE WAALS m 2B m N N - NEW SUItE E 1 2HALoCWWMLIG LRE PIPES tM WATTS ( i . ARA E99W AMP SQUARED PANEL NBY TWO HMR FIRE WMALL MATCH M LAE ADDS METER BANK TO �+ RRHHT&DE'OF PANEL 5S CD YATHM."BOX ON TOP m X - LL 5w 1.5 TION An 6 KW HEAT AJC 1.5 TOIL NEW TWO H0UR FdE VMl 5IGN NEAT l/ NEW CMETMIEAA MATCH I M LSIE a i 9ERv[;E'IIDAMP � I ,'9 Q 4X�97E PAIVEt. CI u EWC EWCS111 QD V FT C1EKiHT n T----------- F r1 FT.CHESHT _. Z - i i �laM1SO4w4w II ___________ _ I x r _. IL !! Q ' LMNG AREA LIVING AREA LL �. r�.�1✓r �F} 4�F 1277 W k � 0 '1 vi PURLIN BEYOND IG, ?WRAP w/ 5/8" TYPE X' FIRE-RATED GYP. BOARD [a-L ,_3 5/8" (25 GA.) MTL. FRM'G. AT BEAM BOTTOM 24" O.C. MAX. SUSPENDED CLG. R_-19 ® OFFICE ONLY l/ AT OFFICE ONLY 1 -HR. PARTITION- 1 -LAYER 5/8" TYPE "X" FIRE -RATED GYP. BD. ON EA. SIDE - 3 5/8" (25 GA.) MTL. FRM'G. 0 24" O.C.. MAX. w/ 3 11Z' INSUL. BETWEEN- UL U419 h-T FFA CE o��.1 TENANT T NANT 3 5/8" MTL. PL. w/ 119.0/ " EXP. ANCH'S. ® 48' O.C. CONC. SLAB i 1 -k� P AP. T r N . NO SCALE CIT v. OF ATLANTIC BEACH DEPARTIIIENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 et7ERMt7` FOI�f4'TfCN~ Permit Number: 21264 i Address: 589 LEVY ROAD#1 Permit Type: COMMERCIAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: _Parcel Number- Improv. Cost: 31,328.00 ,yT€ Date issued: 1110/2001Name: ` HA , LARRY Total Fees: 304.88 Address: 90 OCEAN BREEZE DRIVE Amount Paid: 304.88 ATLANTIC BEACH, FL 32233 Date Paid: 1/10/2001 Phone: (904j249-7331 ` � or e.sc: -C't�M AIT ERCIA-L IOR INTERBUILDOUT +-- .. .. ., to FREIHA REDA TOUFIC PERMIT 255.00 RADON GAS-H.R.S. 7.07 RADON CAB 5% 0.37 CROSS CONNECTION 35.00 CONST.SURCHARGE 8,70 ISCHARGE/ATL.BCH. 0.74 FRANING/COVER-UP FINAL BUILDING JINSULATiON It 1 NOTICE-INSPECTIONS MUST EE RtQUESTEC AT LEAST 24 HOURS !PRIOR TO INSPECTION BUILDING MAT€RIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE.AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I operators X MIIER Dater 1/11/!1 D1 Receipts 905491 f31K.9 A NTiC BEACH UILDING EPT. Total Pima CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address f 4F-y (/ NTF—/1[`2 IsotLPour Date / ` /0 Heated Square Footage @ per sq ft = $ 3 2 3 0 Garage/Shed @ S per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION : $ 3 123 Tota V luation 1st $ / 0b 301 /,Ss .o4> $ Remaining Value $5' per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ _ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ RADON (HRS) . 0050 $ 'Z- 07 � 3 SECTION H PAVING ( ) $ C7 HYDRAULIC SHARES $ CROSS CONNECTION $ �J �Vn SURCHARGE . 0050 $ _ OTHER $ 6-7 ? GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: CITY OF ATLANTIC REACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING, DEMOLITIONS Owners) L- ✓✓�`1 .a ! 1_� ,T-/� 1 Job Address: ('�/% _t Phone: Lot # Block or Unit # Subdivision: Contractor: �a ,an State License _ j-� •.� Address: j,�, Phone No: City State ) ^L— / Zip Code Z �- Describe work to be done: Present use of building: e Valuation of Proposed Construction: Proposed use: U4 I a,W- Is this an addition? If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled? New electrical (or increase) ? New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT TER= (COb6MRCIAL) TWO (RESIZENTIAL) CCWLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, MMIGY CO 81DRbbS, NOTICE OF CODm�ICEb�lNT, AND OfiMMICONTRACTOR AFF1 T, IF IS Signature OWNE > Date: Signature CONTRACTOR: Date: l AS TO OWNER: �,sy Sworn to and subscribed before me this of Patrlw Amoneue Yp '., MY COMMISSION#t CC947012 SEX y �✓� August 27,200 BONDEDTF{RUTROYFAININSUtY UBLIC AS TO CONTRACTOR: srh� Sworn to and subscribed before me this day of ,2000. NOTARY PUBLIC DEC-13-00 WED 0((1 :50 PH HILLIGHN CON8Ty 304 237 26 70 P. 01 .Vr y oo wad G 1 . LEI G2 I i ; I WafL-r I i . I I ilp�P C3 V BDEACH .-.. _ -_-__. .. ...._.. CITY AR ANTIC BUILDt�`' OpF1C� I y Lr- CaMl — --� ----- - --- .�� a a -- - NN I4 -- — ---- ... �P U R LI N SUPPORTEND /LT. -- EYOND BLDG. INSUL. w GA. FRM'G. ANGLE WRAP w/ 5/8" TYPE ' 'X' FIRE—RAI-ED GYP. BOARD 3 5/8" (25 GA.) MTL. FRM'G. AT BEAM BOTTOM 0 l� 24" O.C. MAX s SUSPENDED CLG. _ v R_-19 0 OFFICE ONLY 11 ', 1ti1 � 1 ti1ti1 � 1tilti ,AT OFFICE ONLY 1 —HR. PARTITION- 1 —LAYER 5/8" TYPE "X" FIRE —RATED GYP. BD. ON EA. SIDE 3 5/8" (25 GA.) MTL. FRM'G. 0 24" O.C.. MAX. w3 1/2" INSUL. BETWEEN— UL 4419 ,'T OFF) c-E o,rz-`/ TENANT T�NA_NT 3 5/8" MTL. PL. w�/ 1 EXP. ANCH'S. ® 48 O.C. CONC. SLAB PART'N . NO SCALE ` CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEAMNOLE ROAD-ATLANTIC BEACH,FL 32233-TEL 247.5808-FAX: 247-5577 PERMIT IN 01111'TION ' LOC TIO I= Rtlllf ION Permit Number: 22279 Address: 589 LEVY ROAD 1, 2, &3 Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: ADDITION Township: Range: Book: Proposed Use: COMMERCIAL Lot(s):9& 10 Block: 1 Section: 11 Square Fes: Subdivision: PART GOVT. LOT 4, SECT. 1 Est. Value: Parcel Number: 17& PT LOT 4, SECT 11 Improv. Cost: O R.1 �ATION Date Issued: 7/05/2001 Name: WALSHAW, LARRY Total Fees: 54.00 Address: 90 OCEAN BREEZE DRIVE Amount Paid: ATLANTIC BEACH, FL 32233 Date Paid: 7/05/2001 Phone: 904 249-7331 Work Desc: NEW BUILD OUT CGI. C .O. S7777PLIC` TION.I=EES ARLINGTON AIR CONDITIONING „PER f - kw ,` YdMux h t b K 'w $ rr x +a v w 4 a4, H i r NOTICE,� t "PEG :Y IE.REQUESTED AT LEAST 24 HOUR `PRI ! TO INSPECTION BUILDING MATERIALBISI° RISS SROM THIS RK-MUST NOT- k P CED INP LIC SPACE,AND MUST BE CLEARED AND HA ,ItI/AY BY EITHER CONTRACTOR OR O R Jw "FAILURE TO COMPOWITH STRUCTION LIEN LA AN RESU IN THE PROPERTY OWNER OAvNG7 Ul:WING I TS" r ISSUED ACCORDING TO APP R P WH )kR P/ T F�il P ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE P SSS W 400, 1 ATLANTIC BEAC BUILDING DEPT. X007 2 Date: 7112191 9f Receipt: 997?�c CHECKS �; BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLAMT":e[AC„, 11-ORIOA 34133 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT—Applicant to complete all items in sections I, II, III, and IV. I. LOCATION Sh.d Addr.0l OF l.iv..di.q SIr..MI d.h.•.w_ �. i �_Awd BUILDING s•>,rl.Ll.w If. IDENTIFICATION —To be completed by all applicants. I. C.n.id.r.lion i P-0 qi..n roe d•inq lh. »wY a d.aedb•d i IM.60.. ,f.l.m ml»<6.r.hy.qr.. 1• p.d.—.Id—A In ceerd ne. i16 l6. .12a , Pin' .d .p.eifl<afl•n. »hic6 •.. < P.rl h.r.oi ..d in .ccord.w<. »ill, 16. Cily o1 J.e)r•ndll. wdi... end d.nd.rdr el ge•d.pracfte.1W.d16<rrin. . N.w,. <(6de<6.wi..l wnN.eferr G.he.iv (trioti Muhr N..w..( hep.rty O.no Slpeh,n of O»w.r Siq-1— .1 w Ar1A.rlud Aq..l An6ibct er E.gi—, til. r.WEJtAL INFIWATION A. Type of 6.tlwq N.ls E3• 1!OTNlR CONI TRURION 3!M [N OON[OM TNI! R illlLalNG OLITE 1 /� ❑ 6.4 ❑ V ❑ Nwtrnl ❑ C-tr•1 Wilily 7 If YCS.61VC RUMBER Of CAMSTTU=QW ❑ ON PeAMIT ❑ Otl,n—Sprd(y IV. M/17iANrAL AQUIp1dlfT TO SB INSTALL)D NATURE of WORK lO JYM,14.oee,plef•Ilrl a(camp, ah ew hack of t61a J C] Residential or Commercial X.._4--'//live, ❑ sp.- Q R«wd l a I. N.w Building �O Q'AIAir Cywdnl.wiwdi ❑ R m C. /f /�. - C3 Existing Buliding �J fSret Sy<frrwa Materi< < n 1cSe• / ❑ Replacement of•xlalMg sya4m M.A.—c.p.d New Installation(No system prwlously Inelalled) . ❑ Extension or add-an to existing system ❑ RaG)y.reii.. - ❑ Other—apaGty ❑ Ceellwg 6- w C.p.dly 9 . ❑ Rm rprlwll.rar Nwwk.r s( 6..d• - - Q 66-oar Q M.wllff ❑ ewle/.• (wrw,lrvJ THIS SEAQ holt OFMC1 US4 ONLY C3.p.selewe pe,e1.. Q••Tai• (wrrw�.r) Rww.ds ❑ LK awahl•••a (wrrwb•r1 . O -lla(tmel p-awe...•1 wok 13 i•flrreP.—illd npfwnb/OM•r--'Spedly penwil Ia. LIST ALL SGUSPMENT AAt CONDITIO)KING AND ABFRIGERATION MIDI AlENT er 2flmtb.e Ualta Desorfpgaq model Number sohax.r t ) 4r-1V>J1 (t r MATMG .PURNACM, BOILERS, AIASPLACZS �p�dl� Aypea.s� Number Units D.eorlytfae model Number ](amusaturee (Z 1 TANX3 Now SEaa7 Namb-A GYDa's/b Ty”LLRwd Mama at trial API�vim *A11Dtrmoda" Caotalaed 1[aantastZew• No. Aimey --------- �------�--- CITY OF ATLANTIC BEACH_-- DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 MIT INFORMATION ' —__ LOCATION INFORMATION_ ---- Permit Number: 23273 I Address: 589 LEVY ROAD#3 Permit Type: COMMERCIAL I ATLANTIC BEACH, FL 32233 IClass of Work: ALTERATION Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: 1, Est. Value: Parcel Number: Improv. Cost: 4,000.00 __ OWNER INFORMATION Date Issued: 1/04/2002 Name:—WALSHAW, LARRY Total Fees: 45.00 Address: 90 OCEAN BREEZE DRIVE Amount Paid: 45.00--- ATLANTIC BEACH, FL 32233 - -_ - Date Paid: 1/04/2002 9911249-7331 F------ -- - l Work Desc: FIREWALL � k r-- -COI�TRACTQR S PtION FEiE��_� _ PROPERTY OWNER P �� . . �� Fes. 45. 70 Al V 50 y • 01 6" -7, i i fi'J'Jyyx � ` +Tia � ^ l 't W fECTION BUILDING N -MUST N© gf4I I UBLlC SPACE AND MUST BE CtCORWA TORtilEE "FAILURE ULT IN THE PROPERT ISSUED ACC T PERMIT AND SUBJECT TO REVOCATION j FOR VIOLAT I i _ I BIRCH BUILDING�IEPT. – 945.88 14 ATLANTIC C Date: 1/W§2 01 Receipt: 14248 _._. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23273 Address: 589 LEVY ROAD#3 Permit Type: COMMERCIAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: 4,000.00 OWNER INFORMATION Date Issued: 1/04/2002 Name: WALSHAW, LARRY Total Fees: 45.00 Address: 90 OCEAN BREEZE DRIVE Amount Paid: 45.00 ATLANTIC BEACH, FL 32233 Date Paid: 1/04/2002 Phone: (904)249-7331 Work Desc: FIREWALL CONTRACTOR(S). APPLICATION FEES PROPERTY OWNER PERMIT 45.00 FINAL BUILDING Insp@ctions Re uired NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPT. RECEIVED R"y JAN 3 901P city of Atlantic &Pcp O V E D Building andiT dOrYgLANTICFiBEACH BUILDING OF City of At Beach• 800 Seminole Road• Atlantic Beach,Florida 32233-5445 �A1 0 002 Phone: (904)247-5800• FAX (904)247-5805• http://www/ci.atlantic-beach.fl.us PERMIT APPLICATION FOR REMODEL, ADDITIONS AND ALTE _ MOVING OR DEMOLITION OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION \ DATE I /,-T/C'7Z- APPLICANT L �%A �'�~��s ~°�-�-�-�_ _ ADDRESS !'y a%'Jcc:c-�..�'�'-P -Z.� crCc r...-...rG ►c "1' 01 : ��, C-1 7 3 j / ADDRESS WHERE WORK IS TO BE PERFORMED F r PROPERTY APPRAISER'S REAL ESTATE NUM ING DISTRICT T L LJ CONTRACTOR c-)� L.J �I STATE LICENSE NUMBER ADDRESS A- PHONE CITY STATE ZIP FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE Ce a ' urn t x 1$ PRESENT USE OF LAND OR BUILDING(S) �^^- 1 - �.-• t VALUATION OF PROPOSED CONSTRUCTION Is this an addition? n e If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? r\ a., New electrical or increase in service? N V New plumbing fixtures? ti New fireplace? r1- 0 New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? ",o If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits,please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone: (904)247-5834 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826 01/02/02 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks,building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works, a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands, CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAVINF ATIO PVID WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER DATE G z SIGNATURE OF CONTRACTOR DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE rPRINT) NAME MAILING ADDRESS c_a �� -� f' c 4 �'"� c. � PHONE 2� 331 FAX '�y 5 !i i 2Cs E-MAIL w h s fh �s•Q s . ;, o• r•.•- J, SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF'J c � !��/ STATE OF FLORIDA,COUNTY OF DUVAL - NOTARY'S SIGNATURE - AS TO OWNER: Personally known ❑ Produced identification Type of identification produced GEORGIA A HORN MY COMMISSION#DD 030526 q<= EXPIRES:June 3,2005 Bonded Thru Notary Public Underwriters AS TO CONTRACTOR: ❑ Personally known ❑ Produced identification Type of identification produced 01/02/02 CITY OF l�'t�°.�ctc'c pearl - �Pvrida 800 SEM XNOLG ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 CHAPTER 489, FLORIDA STATUTES, PART I 'CONSTRUCTION CONTRACTING' REQUIRES OWNER/BUILDER To ACKNOWI.wZGZ THE LAW: DISCLOSURE STATEMENT FOR SECTION 489. 1 03(7). FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY uCENSED CONTRACTORS, YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION AL.LOwS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE - OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL.BUILDING AT A COST OP $29,000.00 OR LESS. TMC BUILDING MUST BE FOR YOUR USE AND OCCUPANCY, tT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT R FOR S OR LEASE, WHICH IS IN VIOLATION Or THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. _ YOUR COWSTRUCT)ON MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. tT 1S YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY CQUNTY OR MUNICIPAL LICENSING ORDINANCES 0.90INANCFES ALSO At L Ow AN OWNER TO IMPROVE THvR QwM PROPERTY WHEN IT LS FOR PERSONAL OR FAMILY USE, AND LIXEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER $2,000) BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. T"He ORDINANCE STATE.5 OWNERS MAY PHYSICALLY DO WORK TMEINSELVES; OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS SE UNDER 'DIRECT SUPERVISION OF THE OWNER, WHO NUST BE ON THE.100 AT ALL TIMES WHILE WORK 15 IN PROGRESS BY UNLICENSED TRADES PEOPLE.' T1415 DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE. THE BUILDING DEPARTIAENY SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY CLEARLY PROTECTS THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1 099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NQ, 4S5-22B(1). AN 'QccupATiONAL LICENSE' IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEL' THE COUNTY 'CERTrICATE OF COMPETENCY' OR THE FLORIDA 'CONTRACTORS CERTIFICATE' TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE-THE BUILDING DEPARTMENT (247- 5828) Ir IN DOUBT, I HEREBY ACXN0WL.EDGZ THAT I HAVE READ THE ABOVE DISCLOSURE STA AND THAT I M Y WITH ALL THE REQUIREMENTS FOR THE ISSUANCE Or AN OWNER-BUILDER P R. i Iib � ��I I►''s OiEORQIA A.HfN9Nl P,sY C,pMMISSK)N i DD 030526 ' ROPEFfiY oW ER/BUILDER EXPIRES:June 3,2005 Bonded TMu No"Ptd*Urdwwrbm ADDRESS TELEPHONE / SWORN TO AND SU 18ED BEFORE'ME TH D\AY OFA'/ �9 �u ` NOTA PU C / d NOTE. PHRASES uNDERuNED ABOVE MY OMISSION EXPIRES: ARE EMPHASIZED BY THE BUILDING DEPAR�TM-ENT. , r City of At! ntic Beach Planning and Zoning Deparbrad TWO approval verifies comr.ii vice with sppMeable toning, subdivision and athp; Intal land development regulations, but c: v :onstitute approval for the issuance of ler ompi:ance with Florida Building Code an,, aIi local, State and Fede�ai perm _c re:,;: must be verified bye at,ret e ..r t(, Beach Building Off" f { prior r Building Permit Approved By: eveiopmen. .,ditto PURLIN SUPPORT END OF BEYOND BLDG. INSUL. w LT, GA. FRM'G. ANGLE WRAP w/ 5/8" TYPE �� 'X" FIRE—RATED GYP. _ ?,BOARD _Z_I 3 5/8" (25 GA.) MTL, FRM'G. AT BEAM BOTTOM `) 24 O.C. MAX. 'l SUSPENDED CLG. _ ", _ R_-19 OFFICE ONLY 1111111 / ~ 1111 ! ` 11 J 'AT OFFICE ONLY 1 --HR. PARTITION- 1 —LAYER 5/8" TYPE "X" FIRE —RATED GYP. BD. ON EA. SIDE 3 5/8" (25 GA.) MTL, FRM'G. 0 24" O.C., MAX. w 3 1/2" INSUL. 3ETWEEN-- UL #U419 t~T v FF1 e o Jy -N/ T NANT T NANT 3 5/8" MTL. PL. w�f 1/ " CITY �ILp1NGN0 IcjCH EXP. ANCH'S. ® 48 O.C. CONC, SLAB JAN 0 4 1002 PART'N . NO SCALE City of Atla,itic Beach Planning and Zoning Department This approval verifies comcli ince with applicable zoning, subdivision and oth�; local land / development regulations. but ct n; ;;onstitute ? approval for the issuance of perm'-is on,p;iance with Florida Building Cone an,i all local, State and Fede:a pe rn, 1.,c re;..reg,P( must be verified by si a?,!re c•' +e ..it e atli- Beach Building Zf prior tcBuilding Permit 1 Approved By: Co u i Developmen, irect:,r Date: _ _ P U RLI N SUPPORT END OF _ _ _BEYOND BLDG. INSUL. W7 G, GA. FRM'G. ANGLE WRAP w/ 5/8" TYPE 'X' FIRE-RATED GYP. BOARD 3 5/8" (25 GA.) MTL. FRM'G. AT BEAM BOTTOM a `) 24" O.C. MAX. SUSPENDED CLG. _ _ R_-19 0 OFFICE ONLY �� ! ` ltilti ! 1 ! `rtiJtil � �AT OFFICE ONLY 1 -HR. PARTITION- 1 -LAYER 5/8" TYPE "X" FIRE -RATED GYP. BD. ON EA. SIDE 3 5/8" (25 GA.) MTL, FRM'G. 24" O.C.. MAX. w 3 1/21' INSUL. BETWEEN- UL #U419 +T v FFi (-Aro)YI-Y T ANT TENANT APPFZ0\j 3 5/8" MTL. PL, W 1/ " CITY. OF ATLANTIC dEiiCH EXP. ANCH'S. ® 48' O,C. BUILDING OFFICE CONC. SLAB JAN 0 4 zOtlx � �. . PART'N . NO SCALE IV V CITY OF ATLANTIC BEACH PERMIT CALCU/L'ATION SHEET \ Addre, t _ - Zt= 'i'- �F t A F- Lo 1 Date �- Heated Square Footage @ $ per sq ft = $ Garage/Shed 1 @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck _p+� @ $ per sq ft = $ r Patio @ $ per sq ft = $ TOTAL VALUATION: $ Total Valuation 1st $ c ,� 2 a G 0 ! $ 141 Remai(hIng Value $ per thousand o portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE SEWER -- WATER V CAPITI SEWER SECTIO HYDRAU CROSS ' OTHER 'AL DUE 1N FEES: Me ectric/Temp -- We11 on Sur -- s __ , -- vey-_ Other _ -_ _ -_ CALCULATIONS and/or NOTES: CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24134 Address: 589 LEVY ROAD#3 Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: . COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: improv. Cost: OWNER INFORMATION Date Issued: 5/22/2002 Name: 'WALSHAW, LARRY Total Fees: 25.00 Address 90 OCEAN BREEZE DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid:. 5/22/2002- ., Phone: 904)249-7331 Work Desc: CS#3CU THHN 100AMPS 1 PH'3W 240V EMTRW'- FLOURESCENT FIXTURE CONTRACTORS APPLICATION FEES AMERICAN ELECTRICAL CONTRACTING ." PERMIT 25.00 Xv _may 'Hifi } .F AW 9,WiL-7 A x L,3 ��' �% a, ,y •;�'L � ��n� i N��a._,.,`�G 5�.� 3`.' i }4� - l��i�" . � '4.+ � y gn^" �'M�Tyww�+;�`!a �`.�Y�� iu��Y'�,<' ••f c•'3ar�� '}�u��'t^SS'#�� .'1 sail .. _ .,-�v. ''.n L trx.'.'t�"'i ` �'!y' 3v•�£� s'a�r' i,..F„ ."' `sr�apy'}d'I#`' `';- . T � ., s :d�.Sk'. •}� wy�• y�.`1 ��''; �. tye-v �lre y+Fes* 01 .=,�la"�`-��" �"'.'•f� � �"",w�iy � rnr�• ��'�+�t �wTbW'r�`�+� s syr r�1� ��s�,"�•t �� '. .. MOVIE . +ta-- .?,. �X,.� t..x r �+ fit.:'ys�` •::F� .' t+-�-�`'.'�..�Si.{r `.sy... '3� -i9k a''-t4+6w N' s+• .R L.L'�.N'S '33�7"ly`.�f ,'. J'Y- -A �+++ aS F'Sar.•. a�[r`�a11 RW NOTICE fig, 1.T.Ka^ ,. .?S s r�: �'�•ru,, .,, tT, Sat � y.r BUILDING MATE ' " RTHIS WORICu57 Qy 1 SPACE,AND . MUST BE CLEAR T_ '�,-;: .'/,.Sn- .'' � 'i' Y.�•',rkr� y�-s _`,-c Jz- i �a 2t. �`w�l♦�iJ's'Rfr.�Y...r _ yr �� } 3• .- �.*. n 6..� 7T"�.R Wer Cyd-.a S`�'-+xi, � ,; ; �• _ "FAILURE TOCyHE- PROPERTY. OW ISSUED ACCORDING TO � I1�S - }€ JECT TO REVOCATION FOR VIOLATION OF APPLI # ..•: ... < V3s 'WIN Tjpe: OC 6rew�ar: 1 N? 4! llewipt>ro: . 600314 PEi13-MIllMG .,— - � 11/11MIAl214M . .AT NTIC BEACH BU DIN EPT: 5 LEW on-W ' TMW {ill;' '3/22/02 Time: 16:49:13 Building Department 904-247-5805 p. 1 CITY OF ATLANTIC BEACH, FLORIDA Appro—d bvv APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: `; 2-c? i00 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING. WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS. WHICH ARE A PART HEREOF,AND IN-ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF /ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELECTRIICIAN/{/17 A SIGNATURE JOURNEYMAN NAME 42'9 A - ADDRESS; X 69 L, AA _ RFD! BOX BLDG.SIZE BETWEEN: RES.( 3 APT.I ) COMM.(wr PUBLIC( y INDUS.( ) NEW( I OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS ( y SLL FT. SERVIM- NEW(?d) INCREASE( I REPAIR( ) FEE CONDUCTOR SIZE L' THN� AMPS Jda COPPER(K I ALUM. SWITCH OR BREAKER AMPS PH WtVOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.70 AM". 71.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. JrQ(,J !h.//. L 6e J r u R 6J FIXED 2.100 AMPS, I cvcn APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HE.AT 0•i OVER MOTORS H.P. I VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA 11.1 NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE I SWITCH FLASHER EACH S;GN FORWARDED S TOTAL FEES 2�� HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Information Systems 247-5845 Mar 04 2003 8:37am Last Transaction Date Time Twe Identification Duration Pages Result Mar 4 8:35am Fax Sent 96657372 1:19 1 OK A- t "7 r} CITY OF INn Lfir'}I � - Office of Building Official REQUEST FOR INSPECTION ` Date_...rt ' Permit No, Q1_4 1 ^' Time A.M. Received PM. Job Address (—� { LLo�JcaI4 Owners j "Y-I `-t - / �.rt t �ntr cto L!"t1' t S�)Nam BUILDING CONCRETE ;''ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ ing ❑ Rough ❑ Air Cond.& ❑ As Roofing ❑ Stab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final Sewer D Fire Place ❑ , Pre Fab READY FOR INSPECTION A,M. Mon, Tues. Wed. Thurs. " Friday Inspection Made ` PM. Inspector Final Inspection Certificate of Occupancy❑ Date .Aj'1 f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 -: stir Application Number . . . . . 02-00025081 Date 10/25/02 Property Address . . . . . . 589 LEVY RD Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------ -- --- - ----- ---- -- ------------------------ BEACHES HABITAT BEACHES HABITAT P .O. BOX 50939 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 241-1222 (904) 241-1222 ---- ------ -------------------- ---- ---------- ----- - ----------------- --------- Permit TREE PERMIT Additional desc TREE REMOVAL /MITIGATION Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 10/25/02 Valuation . . . . 0 Fee summary Charged Paid Credited Due -- --------------- ----- ----- ---------- ---------- ---- ------ Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING;"OFFICIAL REC IFIVED CITY OF ATLANTIC BEACH OCT 1 0 2002 TREE REMOVAL APPLICATION B All applications must be submitted with seven(7) copies and received by 5 PM on the Friday ten (10) days prior to the scheduled meeting in order to be placed on the agenda. *INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. 3'3 1 Lo-lc-f-�� 0 �10 APPLICANTNAME ADDRESS TELEPHONE ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: &- c' 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE?— S Z1O .NOT SURE 5. PROPERTY ZONING: RESIDENTIAL COMMERC_„✓,%` 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER MITIGATION OFFICE USE ONLY r� INT.. EXT. -I ®® ((A WNO( uc�� I F, Ck Tt c *Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. 9" ** See attached diagram for determination of interior and exterior zones. T. SITE PL-ANrMEE SURVEY indicating: a) Location of topography features such as hills and low areas. b) Existing and proposed structures. c) Location of all trees with.Diameter at Breast Height of six inches of=ore. d) Tree species and sizes. e) Trees to be removed should be clearly marked with an"X". I), Trees to be preserved on-site for mitigation must be marked with brackets g) Location,size and species of any proposed new replacement trees marked with a circle h) Location of utilities and easements as applicable. I) Location of trees to be preserved on-site with barricading noted. S. Old'-SITE-REQUIREMENTS.- -a) REQUIREMENTS:•a) All trees identified for.removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved.on-site for mitigation MUST be marked with,BLUE flagging,paint or tape. c) The front property comers must be,marked by stakes or paint indicating the Lot 9. * INCOMPLETE APPLICATIONS OIC MIACCURATELY MARKED SITES WILL NOT BY PROCESSED. 1 HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTIO , AND OTHER APPLICABLE CODES AND ORDINANCES OF THE CO OF O IN S' F ATLANTIC'BEA.CH. Ap is Date cN 012 0 's Signature Date CITY USE ONLY: Tree'Conservation Board Chairperson Date � i►�'� ;►'�4 t►�',i �`�` #'rte ��` ! I i'''� �''�'` ate` i''a� a'r� �'�4 a►�'i S� �� ►�►l WO , 14 14 �► .�,�i 12 90 RopOSED p 12 PA 14 13 13 1` .A� r 15 p .- , ► -. 6 OR Aw Flo "f ILI i Sig .r•'ar�.rJ q t rY.r.}r�Vis,>~� i ii.•'111)�I��•�lrrJr�,1► .��.a!',r.►��►L�Y1 S�s,��►a.�.��.�!a.►�I a (}�I�/'�.. � �i o. � I MINUTES OF TREE CONSERVATION BOARD October 23,2002 A regular meeting of the Tree Conservation Board was held Wednesday, October 9, 2002,in the City Hall Conference Room. Present were Barbara Mears,William Permenter,Maureen Shaughnessy, Building Official Don Ford and Recording Secretary Susan Dunham. 1. Call to Order The meeting was called to order at 7:02 p.m. 2. Recognition of Visitors None. 3. Approval of Minutes of Meeting of October 9.2002 A motion was made by Board Member Permenter, seconded by Board Member Shaughnessy and unanimously carried to approve the Minutes of the Tree Conservation Board meeting of October 23,2002,as written. 4. Old Business Chair moved to address New Business prior to Old Business. 5. New Business A. Tree Removal Applications: The Board changed the order of the Agenda as follows: 5) Lot 39, Ocean Grove, Unit 2: Mr. Richard Bell introduced himself as contractor for this property and Mr. Dick Goodman as one of the owners of the property. Mr. Bell advised that they would like to move the 10"Leland cypress and remove the pine. Mr. Goodman stated that the peach tree was diseased and they would like to move the lemon tree and the Satsuma tree to another site. Building Official Ford suggested that the applicants contact Early Piety to determine the health of the 8"peach tree. A motion was made by Board Member Shaughnessy,seconded by Board Member Permenter and unanimously carried to direct the Building Official to issue a permit for the removal of a 21" mulberry,a 8.25"pine and a 8" peach totaling 18.5" of mitigation required. A 3.5" bay and a 4.5"pecan on site will be used for mitigation requiring an additional 10.5" of mitigation. The Tree Conservation Board suggests that a certified arborist give an opinion on the condition of the 8"peach tree and,if it is determined that the tree is diseased,the additional mitigation required would be reduced to 6.5" 6) 589 Levy Road: Building Official Ford advised that all the trees on the property have already been used for mitigation. Chair Mears stated that the applicant was requesting removal of 11"of sycamore. A motion was made by Board Member Permenter,seconded by Board Member Shaughnessy and unanimously carried to direct the Building Official to issue a permit for the removal of two 5.5"sycamore trees requiring 5.5"of mitigation to be paid into the Tree Fund at the rate of 5117 per iudd, tR CITY OF ATLANTIC BEACHZ02 TREE REMOVAL APPLICATION All applications must be submitted with seven(7) conies and received by 5 PM on the Friday ten (10) days prior to the scheduled meetin��in order to be placed on the agenda. *INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. APPLICANT NAME ADDRESS TELEPHONE 2. ADDRESS Olt LEGALDESCRIPTIONOF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: 4. HAS THIS SITE BEEN TO THE TREE BOARD BEF < O NOT SURE 5. PROPERTY ZONING: RESIDENTIAL �COMMERCLA 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER 1VIITIGATION OFFICE USE ONLY INT_ EXT. S COtw\0r e_ - G1k RaEj2.� �( *Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. ** See attached diabram for determination of interior and exterior zones. 7. SITE PLAN=E SURVEY indicating: a) Location of topography features such as hills and low areas. b) Existing and proposed structures. c) Location of all trees with Diameter at Breast Height of six inches of more. d) Tree species and sizes. e) Trees to be removed should be clearly marked with an ";V". 1). Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "V' h) Location of utilities and easements as applicable. I) Location of trees to be preserved on-site with barricading noted. 8. ON-SITE REQUIREMENTS: . a) All trees identified for rernoi,ai MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with 13LUE flagging, paint or tape. c) The front property corners must be.marked by stakes or paint indicating the Lot 9. INCOMPLETE APPLICATIONS 0R..INTACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE lI, TREE PROTECTIO , AND OTHER APPLICABLE CODES AND ORDINANCES.OF THE CO OF O IN S F ATLANTIC BEACH. Apis Date ! 0is Signature Date CITY USE ONLY: Tree Conservation Boar Chairperson Date -r, �r'� Sri �,�� JI►� ''1! �,, ,- -- ♦ tri �►4� ��► �► - r WO230 p O .'11� • r�.��:� r � r w PROP f .. BUILDIN PA iCD 1 - - �► 141, w • w w _• 1; r i"" ,',r ti� {rte+ i• iSIR � • �► n'�t ♦ ,[► �- t �T.�♦ � - � _ - j ♦ -' ��Y �"r�i�w�Ki �►•��w��"rI�I�� _ J lb 1 ,,-+:� • � , '�� ,,1/r�•Ai��',a'i,'.:ae��~�S��cLi1►1�'.�Ilrr � r • `• CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 20016 Address: 589 LEVY ROAD 1, 2, & 3 Permit Type: COMMERCIAL ATLANTIC BEACH, FL 32233 Class of Work: NEW 4 Township: Range: Book: Proposed Use: COMMERCIAL Lot(s):9& 10 Block: 1 Section: 11 Square Feet: Subdivision: PART GOVT. LOT 4, SECT. 1 Est. Value: Parcel Number: 17 & PT LOT 4, SECT 11 Improv. Cost: 225,000.00 Date Issued: 5/0512000 Name: WALSHAW, LARRY Total Fees: 4,852.76 Address: 90 OCEAN BREEZE DRIVE Amount Paid: 4,852.76- ATLANTIC BEACH, FL 32233 Date Paid: 5/05/2000 ; Phone: 904 249-7331 Work Desc: CONSTRUCT NEW METAL COMMERCIAL BUILDING HSF 8925 WOW- M111111 MILLIGAN & SON CONSTRUCTION PERMIT 1,252.50 WATER IMPACT FEE 325.00 SEWER IMPACT FEE 2,500.00 RADON GAS-H.R.S. 42.39 RADON CAB 5% 2.24 CAPITAL IMPROVE. 651.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 40.17 SCHARGE/ATL.BCH. 4.46 _. . .. TREE BARRICADES FOOTING SLAB FRAMING COVER UP FINAL BUILDING CERTIF/OCCUPANCY INSULATION I In r}�+ ;wl^nrr•Tr�r,n RAI•�T BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION ZIS ERnAA Tu14 JAI-OW RAI IoT 1.11-1-r car nl °^ED IN PUBLIC SPACE,AND ity of Atlantic Reach SULT IN THE PROPERTY �At G` At?antzc� Beach C1ISTOMER RECEIPT �* CUSTTTR RECEIPT OPER: 1# MA . _.DRAk6ER: i OPEC `HAWN0 U1, DRAWER: 1 DAIr: 5:F1,!Lk3 O1 Ectz �. 01354894 DATE 5/22100 61 RECEIPT: 0053867 ]SUBJECT TO REVOCATION DESCRIPTION OTY AMOUNT TP IM DESCRIPTION QTY AMOUNT TP TSI PERMITS-BUILDING 1 $1252.50 *14 CK ^ PERMITS-BUILDING 1 825,00 *14 CK WATER CONNECT.CH 1 $325.0@ *54 CK PERMITS-I�tiILDIttG i 8o6.0d *14 CK SEWER CONNECTION 1 8250@.00 x€59 CK PERMITS-BUILDING 1 3513.00 *14 CK RADON GAS 1 $42.35 *71 CF; PERF§ITS-BUILDING 1 $50.00 *14 CK $ FEES-RADON GAS 5 1 ",24 *78 CK PERMITS-.BUILDING 1 $50.00 *14 CK WATER CAPITAL IN i $651.00 *57 CK BACKFLOW PREVENT 1 $35.@@ *56 CK RADON GAS-OTHER 1 849.17 *72 CK TENDER DETAIL FEES-RADON GAS 5 1 $4.46 *78 CK CK 10320 3 DATE: 5/22/00 TIME: 1=-50021 TENDER DETAIL TOTAL CHECKS $235„00 CK 2337 84852.76 DATE: 5105100 TIME: 15:38:37 TOTAL rNFF:KS �txncn 11 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 5- Y ? 4 r- (I�j S u l T F -s Date Heated Square Footage @ $ per sr, ft = 8 Garage/Shea A@ $ per Sq ft- = $ Carport/porch _ k + $ per sq ft = r)DaceS per sq ft. _( a Patio ��_ �t S.. Per sq ft = TOTAL VALUATION: $ 000 ��r_ Total Valuation 1st $ 1004 4 A-.1 C) a � 3 73'civ S _ 3-7 Remaining Value $3. per thousand or Dortion thereof TOTAL BUILDING FEE + 1/;. Filing Fee $ 7 t`y ( ) Fireplaces @ $15 . 00 S -- CgE-Dir FQ►Z' F-K'Sr1A1C_ BUILDING PERMIT FEE $ �5� �� WATER IMPACT FEE $�. �_ ��8�,:- t� �nrO�TpILxrT/�6 - SEWER IMPACT FEE S 3 S"O`- O 3'n)?=ZSa� WATER METER/TAP CAPITAL IMPROVEMENT �t?.=� SEWER TAF .5 CG-- - 2 RADON iHRSI. . CQ50 $_.c_ " _ �. !f SECTION H PAVING _i $ HYDRAULIC SHARES C7- CROSS CONNECTION $ � � (,r2,'�SURCHARGE . 0050 $ {�•� ��.� �_ 01•HER $ GRAND TOTAL DUE $ F x ADDITIONAL PERMITS OR FEES : Mechanical Plumbina Electric/New Electric/Temp ; SwinminaPool Septic Tank _ we_ i Sign_ Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : ___ 0 ey7 CITY OF ATLANTIC BEACH Fixture Unit Worksheee For Water impact Fee FIXTLI'RE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF GRATER DE.%'AND FOR EACH WATER FIXTURE UNIT INSTALLED AND CCNNECTED TO THE C:T`: WATER SYSTL4. THE- WATER SUPPLY CH..RCE IS HEREBY FIXED AT :NENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE Cl—if WATER SYSTEM. \ r 73AL—AROOM GROUP CONSIS':INC OF SERVICE S_NK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STjLL (6) kATr_3 CLOSET iIATfD� CLOSET. TONY OPERATED (4) VALVE OPER.;TED (°) 3A72T273/SHOL'E, (2) URINAL WALL SHC vr-% CZOUP PER HEAD (3) F"LOO R D RA__N (1) SHOWEI STALL DOMESTIC (2) LAUNDRY 72_11.v. (=) LAVA70RY (1) =d3:3A _CN S:`iK A2i2 --7-!,Y (3 ) <WA5H-4a MTACRINE (3) � oCT, SC JLLCtiY DISHWASHER (2) WAST. SIVK ZACH SE: OF FAUCET'S (2) 1�4xITCHEH sin (2) DENTAL LAVATORY (i) XITC:3L'i SINK. WITS WAST DE. TAL UNIT OR CUSPIDOR (1) CRIXDEX (3) 31DE7 (G) URI?tAL STALL, WASHOUT (4) FLIISHLVG LIN SINX (8) C01w�lNAT ON SIT.{ A:'ID TRA:' 61ITH %,COD DISPOS. (4) URINAL, PTT ESTAL. S f?HCN JEi 3 DRINKING FOUN1 7A Y (1/2) BLOWOUT (2) LAVATORT, EA.UER{BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (_) JACUZZI (2) r URINAL STALL, WASHOUT (4) TOTAL FIxTURE UNITS ��. � � too.oo �aC:� s , 07 20� 3tt .708 INFOR.M.ATION / ��L` / �� SY rr 11 - - -= � Fp (T 66Sf Tc) fat J)ts-M6L(St .._.-� CITY OF ATLANTIC BEACH � DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 _ PERMIT_INFORMATION -_-- LOCATION INFORMATION ----------- --i it Number: 451 _ . - --- ��3 Tres X1s: 589_ LEVY ROAD Permlt Type: UTILITIES ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: COMMERCIAI.IOTHER Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: --Parcel Number:--- - - Improv. Cost: OWNER INFORMATION Date Issued: 810412000 .Name: WALSHAW, LARRY Total Fees: 1,145.00 Address: 90 OCEAN BREEZE DRIVE i Amount Paid: 1,145.00 ATLANTIC BEACH, FL 32233 Date Paid: 8/04/2000 �_ _Phone_ (9114}249-7331 _—Work Desc IN8VALL 'f" IWWAVON METER ---CONT GTO S -- - - - -- A PPI ATIO3 _FEES - -- —--- — P0lBLIC Vx,1ORKS DEPA TMWNT WATER IVIETERfTAP __ 560.00 j CAPITAL IMPROVE, 550,00 CROSS CONNECTION 35,00 i 1 � I � i � I I i Inspect ons.Required PUBLIC t/�IORIC. --Y I 1 NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 4 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC;SPACE,AND I MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR. OWNER — ----------- __ _ ' ''FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN 'RE UL7 IN T E ROPERTY li OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" L— ----- ISSUED ---ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION ! FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I CHERYLE I I i i II + I AT TIC BEAC BUIL PT. Date: / +e_ FItijk;, Iota! lrlayr eat Js f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 40i Application Number . . . . . 02-00025351 Date 12/26/02 Property Address . . . . . . 589 LEVY RD Tenant nbr, name . . . . . . UNIT 5 , CONVERT SERVICE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ WALASHEK INDUSTRIAL ADVANCED WIRING SERVICES INC. P.O. BOX 350177 JACKSONVILLE FL 32235 (904) 744-4446 --------------------------------------------------- ------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 98 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ---------- ------- ---------- ---------- ---------- ---------- Permit Fee Total 98 . 00 98 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 98 . 00 98 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. -FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. e BUILDING OFFICIAL CITY OF ATLANTIC BEACH, FLORIDA App"r e by APPLICATION FOR 11LICTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE. 19 IMPORTANT NOTICE: IN"CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING. WE ' HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH-THE ELECTRICAL. REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 1"'K-` ELECTRICAL FIRM: li&-=RLIORIGAN SIGNATURE JOURNEYMAN NAME� .Q Q S h 1( 2�du s(i-�ADORESW 2 'S L p 4 PQ a-d RFD____ .WX �. BLDG.SIZE N- / REI.I ) APT.( 1 COMM.(✓) PUBLIC i I INDUS. NEIN I 1 OLD(v REW.I 1 ADDITION I I TRAILER( I Tor.I I SIGNS I i / - - ---SO.FT. SERVIM NEM I I B�REASE I I REPAIR(✓) F CONDUCTOR SEZIE 1 /111iPS / c oPPER SEMTCH OR BR Z� AMPS PH L4 M -2 06 VOLT � Y EXIST.SERV.SIZE 190 AMPS PFI 1 3 w ZIV VOLT e-inl RACEWAY FEEDERS NO. SIZE NIX SIZE NO SIZE UGHTV46 OUTLETS CONCEALED OPEN TOTAL RECEITA LSS 5' mmmw I TOTAL opo wrrajai-too�wra SWiTCH6S FLUORESC1W B M.V. FIRED 0.100 Arne oven APFUAHctt,, BELL TRANSF. Ali# H.P.RATWG H.P.RATING CONDITIONING COMP.MOToi OTHER MOTORS AMPS 6L HEAT KW44EAT 6.1 BYE! • MOTORS H.P. I VOLTAGE Pm NO. 1 LLP. VOLTAGE FHS MISCELLANEOUS cr7 ".^ild 01, ' in z cr.•ct 11 QUO v oil '1 TRANSFORMERS: UNDER 800 V. OVER 650 V. NO. ICVA NO. I A S NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE I SWITCH FLAMER EACH SIGN- -T FORINARDED i TOTAL FF$ City of Atlantic Beach ►►► CUSTOM RECEIPT ►►► Opc: CYOMOREK Type: DC Drayer: i Date: 12/26/62 91 Receipt no: 22468 ketriptian 25350 Gty Amount BP BUILDING HITS 1 935.88 BP BUILDING PERMITS 1 948.88 Tender detail Total tendered cam2964 $133.88 Total payment $133.88 Trans date: 12/26/82 Time: 12:85:38 k p�LANrj�, N. ORIOa 0' ,ter OF ADDITIONS• CORRECTIONS D• NOT REMOVE JOB ADDRESS OATS s-89-,2 /.-v y or�o 1 9--5--61 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Au.+AY FRcat R�S�D��uTi,�` f�oust $15.00 REINSPECT FEE It is unlawful for any 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, until the proper inspector has had ample time to approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office Irom 8:00 a.m.to 5:00 BL p.m. Monday through Friday. ra KA1 PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: g " (1 Z, 3 L G'of(ZE Hol uJ F S OWNER: A 6/lkc SI4I-rL ) (✓] 1. Determine Occupancy Classification of the structure. Select occupancy classification which most accurately fits the use of the Building. (Chapter 133) [✓] 2. Determine actual physical properties of building. a. Determine building area each floor. (Area definition Chapter 62) [✓ b. Determine grade elevation for building. (Grade definition Chapter 132) [ C. Determine building height in feet above grade. (Height definition Chapter 132) IV d. Determine building height in stories. (Story definition Chapter 132) IV e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 132) (1/)' f. Determine percent of exterior openings per floor. [� 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter B6) a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table 8500) (Q.j/ b. Check allowable height and area increases permitted. (Chapter 135) [✓] 4. Check detailed Occupancy requirements. (Chapter 64) [✓] 5. Check detailed Construction requirements [+� a. Fire Protection of Structural Members (Chapter B6 & Table B600) [ b. Fire Protection Requirements(Chapter B7 and Table B700) C. Means of Egress Requirements (Chapter B10) [� d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [� 6. Review design as related to standards. (Chapters B16- 626) [v]� 7. Check other requirements as necessary. a. Construction projecting into public property(chapter B32) (V] b. Elevators and conveying systems (Chapter B30) [rj c.' Sprinklers, standpipes and alarm systems(Chapter 69) d. Use of combustible materials on the interior(Chapter 68) j e. Roofs and roof structures (Chapter B15) f. Light, ventilation and sanitation (Chapter B12) [ ] g. Other CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date l Don Ford, Building Officia _._ don/sb.1 a ' t-RICE QUOTE APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAME MAILING ADDRESS �Q ` PHONE NUMBER " 7 33 f DATE SERVICE REQUESTED 4!�)O�- (X- GG , SERVICE LOCATION DATE SET TO PUBLIC WORKS DATE RETURNED TO BUILDING DEPARTMENT PUBLIC WORKS DEPARTMENT PRICE QUOTE RESPONSE WATER: SEWER: OTHER: PRICE QUOTE PREPARED BY: Signature - Title DATE NOTIFIED OWNER CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 19981 Address: 589 LEVY ROAD Permit Type: DEMOLITION ATLANTIC BEACH, FL 32233 Class of Work: REMOVAL Township: Range: Book: iProposed Use: OFFICE BUILDING Lot(s): Block: Section: Square Feet: Subdivision: GOVT 4,SECTION 17 Est.Value: Parcel Number: Improv. Cost: 7,500.00 Date Issued: 5/01/2000 Name: WALSHAW, LARRY Total Fees: 100.00 Address: 90 OCEAN BREEZE DRIVE Amount Paid: 100.00 ATLANTIC BEACH, FL 32233 Date Paid: 5/01/2000 Phone: (904)249-7331 Work Desc: DEMOLITION OF ONE-STORY HOUSE, DRIVE`JVAY, CONCRETE APRON, SHED/FENCIN REALCfl WRECKING Ca. PERMIT 100.00 I 4 I I I t NOTICE,?-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER 1 "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOTO:BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. sioe.88 14 Date: 5/81/88 81 Receipt: 8853925 47411 ATLANTIC BEACH BOILDINNEEPT. ggieee®3221880 CITY OF ATLANTIC BEACH PERMIT APPLICATION RFD60DEL, .ADDITIONS, OR ALTERATIONS MOVING,DEMOLITIONS Owner(s) Address: ' ° Phone: 42�_' - /2,1 Loc Block or Unit # Subdivision: (Oo_ `'rineh� Contractor.* State License # CG —0055166 Address : � i1�J _� _-- �__ .^.Phone No:��7 City �( }(. Stater ;,ode _�p Cescribe work Co be dcne:� ?resent use of /h Vaivation of rropcsed Conat.ruction: ,_ccosed use: =s This arc addicicn? I F •;es, what are the di-mens-ions cf the added =Pace: ft . x ft. Will the added area be heated and cooled? New electrical (or increase) ? New Plumbing =ixtures? New fireplace? Neer Heat/AC? SUPMIT TIMEE (CC"IERCIAL) TWO (RESIDENTIAL) CC24PLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY DE O.RMS, NOTICE F COMMENCE.�2�T, AND OWNER1CONTRACTOR AF'FILTA T, I CC TO Sicnature OWNER: Date: Signature CCNTPACTCR: Date: 4/27/OO Sworn to and subscr_ted before me this 031J day of /01 X Jim Oli eLINa _ Navy Public,Stste of 10 M Commission Exp. Notary to Contracto e Y C%WLKaCC 0-k_R'f PUBLIC: STATE OF FLOFMA AT LAP.GZ Sworn to jand s bribed before me VALERIE P.PHILLIPS A r 1 2© flO. Le h = MY COMMISSION M CC 566255 this h day EXPIRES:June 21,2000 ti '� 6aded Thm N0WY PW*UKIw dEers , No Public State of Vorida At Large CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT Permit Number: 22226 Address: 589 LEVY ROAD Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: COMMERCIAL/OTHER Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: Date Issued: 6/25/2001 Name: WALSHAW, LARRY Total Fees: 25.00 Address: 90 OCEAN BREEZE DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid:" 6/25/2001 P . e: (904)249-7331 Work Desc: NEW FIXTURES TEAGUE MIKE PLUMBING �r , IT � 25.00 AN { t& r- NOTICE - IN$RECTION S")", E REQUESTED AT LEAST 24 HOUR RIOR TOVSPECTION BUILDING MATERIAL, i14IBBISH ANbQEBRIS FROM THIS WORK NOT BE PACED IN PUBLIC SPACE, AND MUST BE CL 'RED tA,AWtjAULED AWAY B ONTR/ TOR OR OWNER "FAILURE TO COMPLY WII 'HE NSf1k 11' L' Pi ESULT IN THE PROPERTY OWNER PAYINGTI� O L 1 NTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. AN 2 5 2041 ATLAN C BEA BUILDING DEPT. t CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS AR.- ESTABLISHED AS THE HEASURE{ENT OF WATER 0E_%!_ N0 =CR FACWATER FIXTURE UNIT INSTALLED AND CONNECTED TO Ti�E CITY WATER 57STE.. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT 7'7.1TY DOLL.aRS M FIXTURE UNIT CONNECTED TO THE ClIf WATER SYSTEM. f 73,k7HROOM GROUP CONSISTING OF SERVICE q-7-NK TRA? STAND STATER CLDSEi, LAVATORY b BATH ($) TUB OR SHOWER STALL (6) 2 J WATER CLOSE"' WA- ,= CLOSET, -AIM OPERATED (4) VALVE OPE-zLkTED (8) BATUTL UV SHOUTER (2) URINALT WALL SHcWF_l CROUP PER HF-0 (3) FiOOR DR1_V (:) SHowu S?ALL DOMESTIC (2) LAUNDRY 3 LAVATORY (1) cD*�.3 :rA..cv S_NK Alit _ (3) *WASHING MACHINE (3) PGT, SC 7LLEay S :+K (� DISHWASHER (2) WASH S7-NK LACE SET 0 FAUCETS (�) � XITCSEt SINK (2) `�.- DENTAL LAVATORY (1) LITC3FSi SINK WITH WASTZ DF_%rAL UNI:.' OR CUSPIDOR (1) GRINDEY (3) 3I'D ET URINAL STALL, WASFOUT (4) FLIISH22tC RL'i SZNR (8) COK.BINAT ON SIM< AND TRkY WIT:: FOOD DISPOS. (4) URINAL, MESTA , SYPHON .LET '3 —DRINKING FOUNTALN (1/2) 3LOWCUT (2) LAVATORY, EARSER/BEAUT`: ICE MAKER (I/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGcONS (2) JACUZZI (Z) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS �(� - � � $20.00 EAC:i JOB IAFOR2iATION v{f �{� S"'rr C(ZEP r1 �0 2 {{o �Sf a �r �aMoccst��Q .ori tFJy. t CITY OF AT LANTIC BEACH I DEPARTMENT OF BUILDING g 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 19849 Address: LEVY ROAD Permit Type: TREE REMOVALAT-1--ANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: Date Issued: 4/06/2000 Name: LARRY WALSHAW Total Fees: Address: 90 OCEAN BREEZE DRIVE Amount Paid: ATLANTIC BEACH, FLORIDA 32233 Date Paid: Phone: (904)744=6604 Work Desc: TREE REMOVAL PER BOARD APPROVAL MILLIGAN & SON CONSTRUCTION. TREE BOARD COMPLIANCE NOTiCIY:- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, !RUBBISH AND DEB€ISFROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED URAND HAULED�AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLA TIC BEA B ILD! DEPT. CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All apz&j&ions must be raxived by 5 PM on the Monday p[kr to the sheda�mmeatg is order to be W&Md on the W=& *2NMWLKM APDL-ICA ONS flR INACCU MLX MARKED WES WILL NOT BE PROCESSED. 910 041Wl ZFt . �.LAR�Y WALS Aw ArLA04 + . fit-. 32 33 qa''�•Z 9 �'3 1 APPLICANT NAME ADDRESS T TELEPHONE 2.- 5t I I-r-VT 90AP . Ar 11c 0, p7L. ADDRESS OR LE AL DESCRIPTION OF REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: Q*ot7 , r j � � a1r4T�p S?7�tMwAt'�„ �L . 4.HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? [l YES JK No O NOT MM S.PROPERTY ZONING: ©RESIDENTIAL XCOMMERCIAL 6.LIST TREES PROPOSED FOR REMOVAL: 70 AL t7-B.R. IA14N" IIN'TERIOIt OR P * s• rimlmvl cm.,A LEs Lil c ,ALMFAJ �+„ • 0 L " 1 Db mdber at Breast Hftit(D-BIL)is m saved at 4.5 feet above sem. To*mmaWy deftrmiw dbmet r,masss+e the trade cis+tms ter+eaoe=kd divide by 3.1416. Diaoeow of wmjo4ttgmW tans is doilet ' ed by adtw the ofeaci tank as aeasared isr■ r some fie iti ia. •'See attafdredm g for defer oa of hon*r aad doff IN aoaa, 7. SPIE PLAWME SURVEY indicstiag: a) Changes of topographic Seat=such as hills and low areas afectim trees. b) Existing and proposed strac tiffm C) Location of an trees with Diameter at Breast Height(DBH)of sic ink or more. .1• 'I rcz: anti in r,1i11. 1 rTrees «, he removed tihould h< clearly tnarked v ith an ". i) ICS W be. iur aULIZ un^suit tit: marked •�itlt hrac ket� 1 g) Location,size and species of any proposed acw repbCOMMIt tt ttsel with a circle 40". h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site vAth ba icaft d- S. ON-SITE REQUIREMENT'S: a) All tress identified for removal MM be muted on-site by Paint or tape- b) All trees to be preserved on-site for mitigation MUST be w a ted wilt ME finxim pawt or tMPIL c) The front property corns mast be marked by stakes or paint the:Lot Number or Address. 9. *,INCOMEPLETE APPLICATIONS OR INACc'iMMLY MARiM SIM VY ILL NOT BE PROMM f I f1 R-1,B� :\(_,RFI I( 7 t.( )%IVI V « ! FI I \I 1 1,R t'r R ",. AR FIt. 1.1= 11. t REE PRV i EC IWN,AND ALL U i i#Wit APPUCAiiLb t:UDfr.S AND UR1JNs1NCLE,UI THE CODE OF CES ATLANTIC BEACH, ♦v s S• Date s Sign,ot+a<+e Date CITY USR QM,Y Tree Conservation Bond Cbsimpe mn Date a CITY OF LETTER OF TRANSMITTAL Date 5/5/00 Job No. 1200 SANDPIPER LANE/ATLANTIC BEACH,FLORIDA 32233-4381 DEPARTMENT OF PUBLIC WORKS Attention Larry Walshaw Re: 589 (511) Levy Road TO Larry Walshaw 90 Ocean Breeze Drive Atlantic Beach, FL 32233 GENTLEMEN: WE ARE SENDING YOU X❑ Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ® Plans ❑ Samples ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ Other COPIES DATE NO. DESCRIPTION 1 Plans are approved as noted by comments in the plan review. THESE ARE TRANSMITTED as checked below: ❑ For Approval ❑ Approved as Submitted ❑ Resubmit Copies for Approval ❑ For Your Use )ff Approved as Noted ❑ Submit Copies for Distribution ❑ As Requested ❑ Returned for Corrections ❑ Return Corrected Prints ❑ For Review and Comment FOR BIDS DUE 19_ PRINTS RETURNED AFTER LOAN TO US REMARKS Cc- o Fo%o� Milligan & Son Cons Robert S. Koso COPY TO: g IQ�D: NAME: Y, P•E Director of Public Works PROPERTY EESCRIPTION 4o Lot , Bloch Section A ,G( C!T CSS' �eGr�(J111 Subdivi.sLon:M'102A ,terra c p APR 2 n 2000 Street Name /,�,[/ EESCR-T-P" OF of Atlantic Beach or Address: �� !\V ' Rullding and Zoning (if in a FLOOD HAZARD Flood Zone: X area complete page 3) Brief D scri �on� (I /1�C''/! - iJ; Class of Work: (New/ Remodel/Addition: �+—��—/ at- ZONING t � Type of Cont ct i n Zoning Proposed ��'� / District: Use:1'ntye, I�QJ'6Czue Estimated Value -0 (3(3 04 Exceptions or Variances Materials: Granted: Solid or Filled Grau.ncl:. Method of Heating: CWNER IN 2`ION Property Owner: 4,21'r_�sPhone: �" T, 3 :4a ling Address 4� n P ' r -42 . zip, ` CONTMICTM IXFORMATION Contract r: 41 �(jal rl' C�(Y Phone: ® 7' �L" Mailing H S. CP ^� Q r Expiration- LICENSE STATE NO: CTJX Cd 4"1 V3v Date I HEREBY CERTIFY THAT' I HAVE READ AND EXAKINED THIS APPLICATION- AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL. PROVISIONS OF THE LAWS AND ORDIi}ANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH-, WHITHER SPECIFIED HEREIN- OR NOT. THE GRANTING- OE A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL ROLES, REGULATrONS, ORDrNADI=r OR LAWS IN ANY MANLIER, INCLLTD"ING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I ONDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONT114GENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT. THE PLANS AND SUPP�RTIN•Gr"bkTA.,H4VE BEEN OR SHALL BE PROVIDED AS REQUIRED. C t- Owner Signat'ire rf. ' t. �` _ DATE Contractor �ature DATE SWQRN 'D6 AND SUBSCRIBED BEFORE. ME. BY M,'chgel &uem 'k— THIS I QDA`_' `�yrn iviILLICENT R HUGHES �� —4 MY COMMISSION NCC733285 NOTARY PUBLIC011 y EXPIRES:04/14/2002 I-800.3•NOTARY Fla Notary Smices&Bonding Co PLAN REVIEW FOR: 589 (511) Levy Road REVIEWED BY: HEM, TNT, PN DATE: 5/5/00 REVIEW OF; NO COMMENTS EXCEPTIONS A. STREETS Al Paving/Parking A2 Trench Restoration A3 Sawcuts A4 Curbs/Sidewalks A5 Handicap Access Will asphalt and sidewalk be same elevation? If not, where is ramp and should the parking space be closer to the building. What if all parking spaces are full and wheel chair can't get between cars and trucks? B. DRAINAGE 131 Grading B2 Retention/Detention Ponds B3 Storm Drainage B4 SJRWMD Permit/Calculations Need to do. B5 Impervious Cover Calculation Need to do. REVIEW OF: NO COMMENTS EXCEPTIONS C. SANITATION C1 Access C2 Dumpster Location/Enclosure Shown in detail section but where on the property? D. WATER D1 Mains D2 Connections to Existing System D3 Meters Now has an existing 1" service. Is this going to be enough for 3 restrooms? D4 Hydrants D5 Backflow Preventers Reduce Pressure on service. Automatic Vacuum Breaker's on all. Double check on irrigation. Hose bibs. Double check on any fire lane. D6 Required Separations D7 Dept. of Health (DEP) Permit D8 Water Notes E. SEWER E1 Mains 6 REVIEW OF: NO COMMENTS EXCEPTIONS E2 Connections to Existing System They also need a cleanout at the property line on the outside of the fence. E. SEWER (continued...) E3 Cleanouts Needs clean out on the outside of the fence. E4 Manholes E5 Required Separations E6 DEP (RESD) Permit E7 Sewer Notes F. GENERAL NOTES F1 Call City Public Works Department at(904)247-5834 24-hours in advance of construction for water, sewer and stormwater locates. Other utilities shall be located by calling the private utilities or central locators of 48-hours in advance of construction. F2 Any damage to the City street, pavement, curb or other material shall be repaired as directed by the Director of Public Works REVIEW OF: NO COMMENTS EXCEPTIONS F3 Existing asphalt to be a sawcut in a straight line where necessary. " CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 I PLUMBING PERMIT PERIVIIT INFORMATION LOCA"J"INI*t RIIIIATION i Permit Number: 21697 Address: 589 Levy Road ' Permit Type: PLUMBING Atlantic Beach, FI 32233 Class of Work: ALTERATION Township: Range: Book: 1 Proposed Use: DUPLEX Lot(s): Block: Section: ' Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: OWNER:INFdRMATION Date Issued: 3/30/2001 Name: J.E. Crosby Total Fees: 25.50 Address: 589 Levy Road Amount Paid: 25.50 Atlantic Beach, FI 3223 _ Date Paid: 3/30/2001 Phone: (904)759-1484 WorkDese: Re-Pipe/Fixtures —� 4 C-__--_ cONTRACTCR(5 -- -- LIIE CATION Fs - MARCHAND PLUMBING INC PERMIT l 25.50 � <.. ; l�_ YT FINAL NOTICE- INSPECTIONS MAST BE REQUESTED AT LEAST 24 HOURS'PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC 4 SPACE, AND MUST BE CLEARED UP AICD HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE,CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROV MENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I ATLANTIC BEACH BUILDING DEPT. Date:5 3/38/81 81 Receipt:X25.58 14 8946268 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: toci / \SC• OWNER OF PROPERTY: TELEPHONE NO. PLUMBING CONTRACTOR CONTRACTOR' S ADDRESS : ' Q ' STATE LICENSE NUMBER: � �lTELEPHONE:� � HOW MANY OF THE FOLLOWING FIXTURES RE—PIPED OR NEW SINKS SHOWERS ^LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE—PIPE (LIST FIXTURES BEING REPIPED) 1 OTHER r��►OD T0�" 0 <� TOTAL FIXTURES : J x $3 . 50 + $15 . 00 �� W MINIMUM PERMIT FEE — $25 . 00 SIGNATURE OF OWNER: a SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS — ( 904 ) 247-5826 DRAINAGE CALCULATIONS FOR MAIN STREET @ LEVY ROAD BY BUEME ENGINEERING,INC. 1857 WELLS ROAD, SUITE 231 C ORANGE PARK, FL 32073 PHONE (904)278-7677 FAX (904)278-7742 FEBRUARY , 2000 REU--pr ED City Qf gtlar�tic ea ch BUIldhig and Zc�nli�g U ti 0 ry 18 NO ILL -- -- Sand - O O/ et BEAC -�j 1 ■ i i � ' '1� 101 U L} -- ^ ° � � ( � .��. ,I•;)I� �. � � -�•� ,,�� {�� )' � ��- -�� l� � 4 } � I# F I I, } 11 •• � ••_�U- C�"- -_ C13 :1_ _ I�!� 1'• • i •IIS tF ' I it � � - �� - �j� �l '� �� w v ��ar { t { .. 2 J '■ ► of II •I Im [-. I Wu v a .o" �' n s _ t ��I� t'�' I� .. ..• n •••^•c Fr!: � �' m��:��6 I4 �,�1 _ II _ �i °�'N� 1 �_��io..� __��f -lA`♦ '•..; \ ! 1 •,�' 11 I' O __ -�' 'I- �.�°� - .a-- w m ••1mY ~• •� 9#1 VE J� �, I 7 I , 3F- n •• - _ it, t�•.(.... ORI V£ JI I,• •/ 1 PE NM,AN m .. R( II i-�n� T I- ./:•h� O \ ( I / m^ 11 SAILFIS --�-�� •I�_ � � �� •.. ..••.. - _' .••. U _�-•..- Il �' —_ . __�L••• N �� PALMI 1 ��• f•�,- v G VALI�. U II .➢� � •!4 i T f M �I I, f." I ( \ _ 10 �/.-" .�i .. • y co l' - - j.� e00 • I CY) 11 fif- �a I lj , �� •, 1 3yIr , L I � I � I} .i'�,� ��t � Ot _ :•-•••"� Q �1 :: 1•,I�Q r� �' ,� _ r.�''I} +Illy �i 6.I1 1 ♦. � •-a(f� .. _ `( �� •• /� '1� ;II �� -.. ^• �• I _ I 1' IO '� � �1'I �' .I i�r r i FF I� r•.— 11� •�� - I• /� r �� - � �� I I r l: •�•• — all•, _ •/;. 'r. I; - �.'N f � ,, � �-, i �, 1 r� �� •• ,�• ... �� ryv ♦��: ��. _�1 -_- _-___ - ,.-- _ - � _ -- "' -___ "` o•o i ,�r y,l �,�I 'I ,, � � IW� } I # � v}#\ - ��' �'� '� " IN 'r. " � ;r' I iap � � � I �7�- � 1f ,)I •�' % � � 1 ► ' l.l- l /; e t x •�1 I•'_'� �� ' Ir I / ) I 11 I < -�-rN TRACOASTAC-_ o •II'• { ',`1 � I � I # > vF -�_i'� � i I� �• # . I � I nit 1 tr , � r I _ �„ I p r . � � � � r } 't. \� � � � � I I I h, i �I d ! "�Zp ��)lp � �� I 1 f I n ( ��, �,yy t(} �c o I. � t t�I r 1 Q I ;j d o �� F AI� 4 + 1 I# I .•�'G -� � ° �I (I.�, P� �. l�(, t �t •� L�� t�zy� `: °— I ' '' 'y i �t �) ( ' t-�I ��•[' i I I� N� o. - � rt �� d1 ��' J� 1��, t 1 _ i1 sl I '� F r�,� r ..i fi' I �� - o �' � ,1 # �e ' � ( I'I I �'�� 1 � .,I/ "�� i �4 � a li i• ,�� '� I ' ' G �' � r I b I t , �� ,.� �t.t �I � r. } } i I' 1 }�� H I' � II p 'i /1'• ,(, ' .--E"1 � _ , , � � } f' � � �, , } } )li. tl ��r � I f �Id; �I 1 1 / # t },#�1 �I ��_;. ��t I .• � ; �� r � ^ J. J (,il� CORPORATE HOAD CHURCH ZONE c' m X O ST WART 9 m n m ZONE C ZONE X AE 3� LEVY � j ROAD i d STREET aTH W J O 1AlA > ' Q WEST PLAZA WES 7. O I1'H � L X w sT Es cr r XE p �0T N ST FORf �� wEST z 8TH ST CIRC ZONE X Q L1J 6TH SA Rq Q , WEST ST REET o o ZONE X C/RCC U ZONE AE QTN iEL s) STREET 21/Dco ATLANTIC GEOTECHNICAL J February 29, 2000 MILLIGAN & SON CONSTRUCTION, INC. 1030 Bernath Drive Jacksonville, Florida 32259 Attm Mr. Jim Milligan Re: Report of Geotechnical Exploration Lease Warehouse Facility for Larry Walshaw Atlantic Beach, Florida AGES Job No. J3435, Report No. 001 Gentlemen: Atlantic Geotechnical & Environmental Services, Inc. (AGES) has completed a geotechnical exploration and engineering evaluation of the subsurface conditions beneath the building construction area of the referenced project. Our geotechnical exploration was performed as requested and authorized by Mr. Jim Milligan on February 15, 2000. This report briefly describes our understanding of the planned construction, describes the field testing performed, and presents our recommendations for foundation design and construction of the proposed building. 1.0 PROJECT INFORMATION General project information has been provided by Mr. Jim Milligan with Milligan & Son Construction, Inc. and with Mr. Mike Bueme with Bueme Engineering during recent telephone conversations. We were provided with a copy of a Master Site Plan of the site prepared by Bueme Engineering, Inc. and with a survey of the site prepared by Tri-State Land Surveyors, Inc. These plans show the boundary limits for the property, the existing roadways located adjacent to the site, and the layout of the proposed construction. We understand that the proposed construction will include a one-story metal building. The structure will have plan dimensions of approximately 60 feet by 150 feet. It is anticipated the structure will be supported on a conventional shallow foundation system. Detailed structural information has not been provided, therefore, we have assumed that maximum column and wall loads will be on the order of 75 kips and 5 klf, respectively. A parking area will be located south of the proposed building and a retention pond be located along the eastern boundary of the site. Detailed grading information has not been provided, therefore we have assumed that less than two feet of elevating fill will be required for site development. 2.0 GEOTECHNICAL EXPLORATION To explore the subsurface conditions within the planned building area, our personnel performed one, 20-foot deep penetration test boring (81) in the proposed building area, two six-foot auger borings in the proposed pavement areas (Al and A2), and one 10-foot deep auger boring (A3) in the proposed retention area. Field testing was conducted on February 21, 2000. The field test locations were established by our personnel using paced and taped measurements from the existing survey control. The P.O. Box 331373 •Atlantic Beach, Florida 32233 (904) 721-2347 • (904) 721-2321 (FAX) MILLIGAN & SONS February 29, 2000 Jacksonville, Florida Page 2 boring locations, as shown on the Field Exploration Plan, should be considered approximate. The ground surface elevations at the boring locations were not determined. The attached Test Boring and Auger Records present the descriptions of the subsurface soils encountered, the groundwater levels encountered, and the penetration resistances recorded when drilling and sampling the test borings. The stratification lines and depth designations on the boring records represent the approximate boundary between the various soils encountered, as determined in the field by our drillers; and the transition from one strata to the next should be considered approximate. A brief discussion of the drilling, sampling, and field testing techniques used during this exploratory boring program is provided in the attached Field Exploration Procedures Sheet. 3.0 FINDINGS AGES representatives visited the site on several occasions in February of 2000 to investigate existing site conditions. The subject site is located in the northwestern quadrant of the intersection of Levy Road and Main Street in Atlantic Beach, Florida. The site is bounded on the north by a shallow ditch and woodlands, on the east be a residential structure, on the south by Levy Road and Jim's Towing, and on the west by Main Street and a cemetery. We found the eastern half of the property to be occupied by a vacant single story residence and a shed. The western half of the property is heavily wooded with pine trees. The site appears to be relatively level in topography. Surface soils, where encountered, consisted of grey to brown fine sands. No standing water was observed at the site at the time of our inspection. The subsurface conditions outlined below highlight the major subsurface stratifications encountered during this geotechnical exploration at the site. More detailed descriptions of the subsurface materials encountered during this exploration provided on the attached Test Boring & Auger Boring Records. When reviewing the boring records and the subsurface conditions outlined below, it should be understood that the subsurface conditions will vary across the proposed construction area and between the boring locations. The borings generally encountered loose to firm light grey, tan, brown and dark brown fine to slightly silty fine sands throughout the 20-foot profile explored. Sper�fcally, boring B1 encountered a surfical two foot thick stratum of very loose light grey fine sand, which exhibited a standard penetration resistance of 3 blows/foot. Firm to loose dark brown slightly silty fine sand was encountered in the 2- to 12-foot depth interval. Standard penetration resistances values within this stratum ranged from 10 to 13 blows/foot. In the 12 to 16 foot depth interval, firm greenish brown slightly silty fine sand was encountered which exhibited a blow count of 11 blows/foot. Below a depth of 16 feet and extending to the maximum boring termination depth of 20-feet, loose grey slightly silty fine sand was encountered which exhibited a blow count of 7 blows/foot, Auger borings Al and A2, which were performed in the planned parking area, encountered near surface soils consisting of fight grey, grey brown, brown and dark brown fine to slightly silty fine sands ` in the upper six feet of profile explored. Auger boring A3, performed in the planned pond area, MILLIGAN & SONS February 29, 2000 Jacksonville, Florida Page 3 encountered dark brown fine to slightly silty fine sand extending from the ground surface to the maximum boring termination depth of 10 feet. The groundwater level was encountered at the boring location and recorded, at the time of drilling, at depths of approximately 4 feet or greater below existing site grades. The groundwater level should be expected to fluctuate due to seasonal climatic variations, surface water runoff patterns across the site, construction activity and the subsequent development as planned, and other interrelated factors. We estimate that the seasonal high groundwater table will be located at approximately 3 feet below existing site grades. Since groundwater variations are anticipated, design drawings and specifications should accommodate such possibilities, and construction planning should be based on the assumption that variations will occur. 4.0 CONCLUSIONS Our geotechnical engineering evaluation of the site and subsurface conditions with respect to the planned construction and imposed structural loading conditions, and our recommendations for foundation design and for site work and foundation construction, are based upon: (1) our site observations; (2) the field test data obtained during this geotechnical exploration of the site; and (3) our understanding of the project information and structural loading conditions as presented in this report. The field test data has been compared with similar soils at other sites where structures of similar magnitude are satisfactorily supported by shallow foundations. Based upon our findings and our understanding of the proposed construction, it is our opinion that the site and subsurface conditions are favorable for shallow foundation support of the proposed building. We recommend that the initial site work consist of demolition of the existing structure, followed by clearing/stripping the existing vegetation, debris, and topsoils encountered in the proposed construction areas. This clearing/stripping work should be performed within and to a distance of at least five feet beyond the perimeter of the planned construction. The upper two feet of the exposed loose fine sandy soils should then be compacted to densities equivalent to 95 percent of the Modified Proctor maximum dry density (ASTM D 1557), and any structural fill required for site development purposes then placed and compacted to similar densities. Initial compaction operations should consist of at least eight overlapping passes of the compaction equipment in each direction. Shallow-bearing footings, designed with a maximum allowable soil bearing pressure of 2,500 psf, may then he constructed to support the new building. The foundations should bear at least 12 inches below the exterior finished grades in order to provide the necessary confinement for the foundation bearing level soils. Based upon magnitudes of the anticipated fill associated with the project, and the assumed structural loading information, we estimate that total settlements of the new structure could be on the order of 1/2-inch or less. We expect compression settlements of the subsurface soils to occur fairly rapidly during the construction process. Following site work construction techniques in general accordance with our subsequent recommendations, we anticipate that differential settlements of the building should be within tolerable magnitudes. MILLIGAN & SONS February 29, 2000 Jacksonville, Florida Page 4 5.0 CLOSURE More detailed recommendations for foundation design and site work construction are provided on the following pages, and should be reviewed for specifics. We do recommend, however, that our firm make a general review of the final foundation plans and the earthwork and foundation construction specifications. If necessary, we will suggest any modifications that may be required to verify that our recommendations have been properly interpreted and implemented. Our report has been written in a guideline recommendation format and is not appropriate for use as (or inclusion into) the specifications without being reworded in a specification type format. Although preferably this report should not be made part of the contract documents, it should be made available to prospective contractors for information purposes. We appreciate the opportunity to be of service as the geotechnical consultant during this phase of your project. Should you have any questions concerning this report or if we may be of any further service to you, please feel free to contact us. Very truly yours, AGES, INC. Bi . McMahan Jr., P.E. Principal Engineer/President Registered, Florida No. 42677 BCM/bcm/J3435.RPT Attachments Distribution: Addressee (3) SHALLOW FOUNDATION DESIGN & SITE PREPARATION RECOMMENDATIONS Proposed Lease Warehouse Building Atlantic Beach, Florida AGES Job No, J3435, Report No. 001 Should the location of the proposed building be changed or should any condition be encountered during construction which differs from the data documented herein, please contact us immediately so that we may visit the site, observe the differing conditions, and evaluate these findings with regard to the recommendations provided subsequently. Based upon the project information available at this time, we believe that the following recommendations may be used for foundation design; provided site preparation/earthwork and foundation construction is performed in general accordance with our subsequent recommendations. I. FOUNDATION DESIGN RECOMMENDATIONS Foundation Type - We consider conventional shallow bearing footings applicable for this project. An alternate foundation system consisting of a monolithic concrete slab on-grade with thickened sections beneath the load bearing walls and columns is also considered applicable and acceptable for use at this site. Bearing Pressure & Depth - The maximum allowable soil bearing pressure for use in shallow foundation design should not exceed 2,500 psf. The foundations should be designed based upon the maximum load which could be imposed by all loading conditions. The exterior footings should bear at a depth of at least 12 inches below the exterior final grades and the interior footings should bear at least 12 inches below the interior floor slab. This minimum bearing depth should provide the necessary confinement for the soils at the foundation bearing levels. Foundation Size - The minimum widths recommended for isolated spread-type footings and continuous wall footings are 24 and 18 inches, respectively. Even though the maximum allowable soil bearing pressure may not be achieved, these minimum width recommendations should still control the size of the foundations. Bearing Material - The footings should bear in either the existing surficial fine sandy soils, which will require proper compaction, or in compacted structural fill. The bearing level soils, after compaction, should exhibit densities equivalent to 95 percent of the Modified Proctor maximum dry density (ASTM D 1557). The footing bearing level soils should also be inspected and tested by an engineering technician from our office, acting under the direction and supervision of the geotechnical engineer, in order to evaluate the density and acceptability of the footing bearing material prior to steel placement and footing construction. II. SITE PREPARATION RECOMMENDATIONS Groundwater Control - During our geotechnical exploratinn, the groundwater level was encountered at depths of 4 to 5 feet below existing site grades. Therefore, encroachment upon the groundwater level during site work and footing construction is possible. If encountered, the groundwater should be controlled at all times at a depth of at least two feet below the construction level. Groundwater drawdowns can probably be best achieved using perimeter drainage ditches which are graded: (1) to a positive gravity outfall away from the site, or (2) to sumps where the collected groundwater and surface water runoff can be controlled by pumping. Demolition of Existing Structures - Demolition of the existing structure in the eastern half of the site should include removal of all surface debris, building foundations and underground utilities. Underground tanks (if encountered) should be either filled with grout or removed. Ail excavations required for tank, utility or foundation removal should be backfilled using clean structural fill placed in.. loose six-inch thick lifts and compacted to densities equivalent to 95 percent of the Modified Proctor maximum dry density. Site Clearing/Stripping/Grading - After implementation of groundwater control measures (if necessary), initial site work should include removal of existing trees, bushes, etc, (including any large root SHALLOW FOUNDATION DESIGN & SITE PREPARATION RECOMMENDATIONS (Continued) systems). Topsoil containing organics should also be removed. Topsoils containing root matter were typically encountered in thicknesses of 6 inches or less. This clearing/stripping work should be performed within and to a distance of at least five feet beyond the perimeter of the planned construction areas. The perimeter areas should then be graded to help direct surface water runoff away from the planned building construction areas. Site & Fill Compaction - After completing the initial site preparation, the near-surface soils beneath the entire construction area should be compacted to densities equivalent to 95 percent of the Modified Proctor maximum dry density (ASTM D 1557), to a depth of at least two feet. We recommend the use of a vibratory roller of about four tons at the drum weight be used to compact the soils within the construction areas. Using compaction equipment meeting these requirements, we recommend that the initial compaction operations consist of at least eight overlapping passes of the equipment in each direction. This compactive effort should help improve the overall uniformity and bearing conditions of the near surface soils. Using compaction equipment meeting the above requirements, any structural fill required to raise the site to the planned finished grades may then be placed in loose lifts not exceeding 12-inches in thickness, and should be compacted to densities similar to those recommended above. Structural fill is defined as a non-plastic, inorganic, granular soil containing less than 10 percent material passing the No. 200 mesh sieve (i.e. a relatively clean sand). The upper one-foot of subgrade for the proposed roadway/parking areas, however, should be compacted to 98 percent of the Modified Proctor maximum dry density. Disturbed Soil Conditions - Should the near-surface soils and/or structural fill material experience "pumping" and subsequent soil strength loss during site work construction, work upon these areas should be immediately terminated and: (1) the disturbed soils removed and backfilled with "dry" structural fill soils, i.e. percent water content on the order of five to 10 percent, which are then compacted; or (2) the excess moisture content within the disturbed soils allowed to dissipate before re-compacting. Furthermore, the groundwater table should be checked and controlled as necessary to help insure proper drawdown of any high groundwater conditions that may be causing the "pumping" conditions during compaction or construction activity upon these soils. Foundation Areas - After site and fill compaction is complete, the foundations may be excavated to their planned bearing levels. The exposed bearing level soils should exhibit densities equivalent to 95 percent of the Modified Proctor maximum dry density. For confined foundation areas, any additionally required compaction of the bearing level soils can probably be best achieved using lightweight, vibratory sleds, rollers, or tampers; having a total weight of at least 100 pounds. Loose lifts of backfilled soil in the foundation excavations, if required, should be placed in thicknesses not exceeding six inches prior to densification with the lightweight compaction equipment. Should "pumping" occur in the exposed bearing level soils of the foundations, treatment of the disturbed soils should be performed as recommended previously. However, when pumping high water from temporary construction sumps to lower high groundwater conditions in the foundation areas, the sumps. should be located outside the foundation excavations. Pumping from sumps located within the foundation areas, if allowed, could loosen or disturb the foundation bearing level soils and thus increase their settlement potential. Quality Control - Prior to initiating compaction operations, we recommend that representative samples of the proposed structural fill material and exposed in-place fine sandy soils be collected and tested to determine their compaction and classification characteristics. The maximum dry density, optimum moisture content, gradation, and plasticity characteristics should be determined. These tests are needed for compaction quality control of the structural fill and existing soils, and to determine if the proposed fill materials are acceptable. A representative number of field in-place density tests should also be performed in the compacted existing soils and in each one foot lift of structural fill/backfill, to evaluate whether the required degree of compaction has been obtained. At each test level, we recommend that at least one density test be SHALLOW FOUNDATION DESIGN & SITE PREPARATION RECOMMENDATIONS (Continued) performed for every 5,000 square feet of building area and one density test for every 7,000 square feet of pavement area. In-place density tests should also be performed at representative locations in the bearing level soils of the footings. We therefore recommend that at least one density test be performed for every 100 square feet of spread footing bearing area, and for every 100 lineal feet of continuous footing bearing surface. I I i —N— .`-w 0-i 3 Ir, Abbe Semino[e Ln F, TES ASF SITE --�� = Atlantic NN R s y, 1bt = Beach 7>�lk - — 6111 3wF ST ST I 3 REPERENGE: -jacrsonvi:.ie Area Street 6ulde (IGGB). Jor,ksonvlilo, Florida - SITE LOGATION MAP Lease Warehouse Facility Atlantic Beach, Florida DRAY"W: BGM DATE: 2/23/00 SGALB: Q I"=2500' GHEED: BGM JOB NO:J3435 GK I St7.5`o • - � o (IUh Al A2 1417' fir; 1E6END Penetration Test Boring Location (Approx) egQQM �C.4L 4 DMR0*4!MTA.SaWCM Angor Boring Locations (approximate) Jacksonville, Florid REFBRENGE Untitled and undated Site Plan provided FIELD EXPLORATION PLAN by the Client. Lease Warehouse Facility NOTE-5i Jacksonville, Florida The boring test locations were established by A6-5 per•sonoll using paced and taped PRAWN: BGM DATE: 2/23/00 SCALE: measurements relative to approximate boundary corners. Bo Locations area roximate. c g pp CHECKED: BCM JOB NO: J3435 1=40 KEY TO SOIL CLASSIFICATION CORRELATION OF N-VALUE WITH RELATIVE DENSITY 3 CONSISTENCY SANDS AND GRAVEL SILTS AND CLAYS NO. OF BLOWS,N' RELATIVE DENSINO. OF BLOWS, N' CONSISTENCY TY 0-4 VERY LOOSE 0-2 VERY SOFT 5- 10 LOOSE 3-4 SOFT 11 -20 FIRM 6-8 FIRM 21 -30 VERY FIRM 9.16 STIFF 31 .60 DENSE 16-30 VERY STIFF OVER 60 VERY DENSE 31 -60 HARD OVER 60 VERY HARD " ASTM D1586 PARTICLE SIZE IDENTIFICATION (UNIFIED SOIL CLASSIFICATION SYSTEM) CATEGORY DIMENSIONS Boulders Diameter exceeds 12 Inches Cobbles 3 to 12 Inches Gravel Coarse -0.75 to 3 inches In diameter Fine -4.76 mm to .75 Inch diameter Sand Coarse - 2.0 mm to 4.76 mm diameter Medium -0.42 mm to 2.0 mm diameter Fine -0.074 mm to 0.42 mm diameter Silt and Clay Less than 0.074 mm (Invisible to the naked eye) MODIFIERS These modifiers provide our estimate of the amount of minor constituents (sand silt or clay size particles) in the soil sample. [---PERCENTAGE OF MINOR MODIFIERS CONSTITUENT 7 5% to 12% Slightly Silty, Slightly Clayey, Slightly Sandy 12% to 30% Silty, Clayey, Sandy 30% to 50% Very Silty, Very Clayey, Very Sandy These modifiers provide our estimate of the amount of other components in the soil sample. APPROXIMATE CONTENT OF APPROXIMATE CONTENT OF OTHER COMPONENTS (SHELL, MODIFIERS ORGANIC COMPONENTS GRAVEL, ETC.) 0% to 5% TRACE 1% to 2% 5% to 12% FEW 2% to 4% 12% to 30% SOME 4% to 8% 30% to 50% MANY >8% wpdoc\Form\.soil TEST BORING RECORD JOB NO J3435 BORING NO B1 Project Proposed Lease Warehouse Sheet 1 of 1 Boring Location See Heid Exploration Pian Boring Begun 2/21/00 Ground Elevation NA Datum NGVD Boring Completed 2/21/00 Groundwater Depth 4.0' Time: Drilling Date: 2/21/00 Driller J. Anderson Length of Casing NA Casing Size NA Engineer Bill McMahan, Jr. EffEW VERY LOOSE Light Grey Fine SAND 1 WH 1 2 2 3 2 2 5 7 8 12 L� 5 3 6 5 5 6 10 —~ FIRM to LOOSE Dark Brown Slightly Silty �! Fine SAND 4 4 5 8 15 13 5 8 5 8 9 13 t-- 10 I• —r FIRM Greenish Brown Slightly Silty Fine SAND 6 2 4 7 11 15 ^1 r- V� LOOSE Grey Slightly Silty Fine SAND --a —� 7 3 3 4 7 20 B0R]N'G TERMINATEDr- 25 30 J3435B1 wb2 AUGER BORING RECORDS Lease Warehouse Atlantic Beach, Florida AGES Job No. J3435, Report No. 001 Date Performed: 02/21/00 Performed By: J.Anderson & J. Sapp Auger Boring Number Depth (Feet)' SOIL DESCRIPTION Al 0.0 - 0.2 Grey Brown Fine SAND 0.2 - 1.5 Light Grey Fine SAND 1.5 - 2.5 Dark Brown Slightly Silty Fine SAND 2.5 - 4.0 Grey Brown Slightly Silty to Silty Fine SAND 4.0 -5.0 Brown Fine SAND 5.0 - 6.0 Dark Brown Slightly Silty Fine SAND A.B.T.° GWL` = 4' A2 0.0 - 1.5 Grey Brown Fine SAND with Some Roots 1.5 - 2.5 Light Grey Fine SAND 2.5 - 3.0 Brown Slightly Silty to Silty Fine SAND 3.0 - 6.0 Dark Brown Slightly Silty Fine SAND A.B.T.° GWL° = 4' A3 0.0 - 2.0 Dark Brown Fine SAND with Some Roots 2.0 -10.0 Dark Brown Slightly Silty Fine SAND A.B.T.' GWL` = 4' a - Depth measured below ground surface existing at boring location at time of drilling b -Auger Boring Terminated (A.B.T.) c - Groundwater Level (GWL) depth below existing ground surface, recorded at time of drilling, j3435-1.aug L � J11 0-7 o � PROJECT NAME: Main@Levy ENGINEER: MJB PROJECT NUMBER: DATE: 2/2000 POND # 1 17-25 AND 40C-42 DRAINAGE CALCULATIONS 11.10 5.63 DRAINAGE AREA = 0.67 ACRES SOIL HYDROLOGIC GROUP= C POND AREA(T.O.B.)= 0.09 ACRES POND T.O.B. ELEV.= 13.00 @ 0.21 AC-FT POND AREA(BOTTOM) 0.05 ACRES POND BOTTOM ELEV 10.00 @ 0.00 AC-FT SEASONAL H.W.T. = 7.50 IMPERVIOUS AREA.= 0.47 ACRES % IMPERVIOUS = 70.00 % TREATMENT VOLUME REQUIRED: 1.00 INCH OVER DRAINAGE AREA = 0.06 AC-FT 1.25 x % IMPERV + 1/2 x DA = 0.08 AC-FT CONTROLLING VALUE= 0.08 AC-FT WEIR ELEVATION = 11.10 DRAWDOWN CALCULATIONS: FALLING HEAD METHODOLOGY a H1 T - ----------------------- * Ln ------- A ' K H2 K = 0.17 FT/HR COEFFICIENT OF PERMEABILITY a = 2613.60 SF POND AREA AT WEIR ELEV A = 2178,00 SF POND AREA AT BOTTOM ELEV H1 = 3.60 FT WEIR ELEV - SEASONAL H.W.T. H2 = 2.50 FT POND BOTTOM ELEV - SEASONAL H.W.T. L = 1.10 FT WEIR ELEV- POND BOTTOM ELEV T = 2.82 HOURS DRAWDOWN TIME USE A FACTOR OF SAFETY OF 2.00 T = 5.63 HOURS (LESS THAN 72 HOURS,OKAY) POND UNDERDRAIN CALCULATIONS SPACING (S) _ (((4*K)*((M)^2+(2*A*M)))/((C)/36)))^0.5 INPUT PARAMETERS: K = 0.170 D = 10.400 M = 1.000 A = 5.200 C = 4.200 SPACING = 8.151 FEET (S) D(PERP) = 25.000 FEET A(WEIR) = 2615.000 SQ. FT. D(PARALLEL) = A(WEIR)/D(PERP) = 104.600 FEET LENGTH = D(PARALLEL) - SPACING = 96.449 FEET (L) q = C*12/36 = 1.400 Q (REQUIRED) _ (q * S * (L - S/2))/43200 Q (REQUIRED) = 0.024 C.F.S. S . d, S `' o r1= U. UI `d� P 11.04 DETENTION BASIN DESIGN LAKE NUMBER 1 DESIGN STORM: 100 yrs. WEIR TYPE: BROAD-CRESTED PROJECT: DRAINAGE AREA: 0.67 ac. WATER LEVEL: 10.00 NGVD PROJECT#: UNDEVELOPED'C' 0.25 WEIR ELEVATION: 11.10 NGVD ENGINEER: M.J.B. DEVELOPED'C': 0.75 WEIR LENGTH: 0.33 ft. DATE: 04/04/2000 PRE-DEV RATE 1.32 cfs WEIR COEFF. 3.20 POND SIZE : 0.06 ac. PEAK-DISCHARGE: 1.12 cfs TIME OF CONCENT.(POST): 10.00 min. PEAK STAGE ELEV.: 12.14 ft. TIME OF CONCENT.(PRE): 20.00 min. DURATION RAINFALL TIME RAIN VOL-IN STAGE DISCH. VOL-OUT INC-VOL TOT STORAG STAGE (hr min) (in) (min) (ft) (ac-ft) (ft) (cfs) (ac-ft) (ac-ft) (ac-ft) (ft) 0.00 : 5.00 0.8500 5.00 0.0708 0.0356 0.593 TIME OF Cc -0.0304 0.0356 0.0356 0.593 0.00 : 10.00 1.6477 5.00 0.0665 0.0334 1.150 0.0118 0.0001 0.0333 0.0689 1.148 0.00 : 15.00 2.1883 5.00 0.0451 0.0227 1.526 0.2936 0.0020 0.0207 0.0896 1.493 0.00 : 20.00 2.6258 5.00 0.0365 0.0183 1.798 0.6158 0.0042 0.0141 0.1037 1.728 0.00 : 25.00 2.9908 5.00 0.0304 0.0153 1.983 0.8762 0.0060 0.0093 0.1130 1.883 0.00 : 30.00 3.3024 5.00 0.0260 0.0131 2.101 1.0576 0.0073 0.0058 0.1188 1.980 0.00 : 35.00 3.5735 5.00 0.0226 0.0114 2.170 1.1688 0.0080 0.0034 0.1222 2.037 0.00 : 40.00 3.8128 5.00 0.0199 0.0100 2.204 1.2249 0.0084 0.0016 0.1238 2.063 0.00 45.00 4.0267 5.00 0.0178 0.0089 2.211 1.2366 0.0085 0.0004 0.1242 2.070 0.00 : 50.00 4.2199 5.00 0.0161 0.0081 2.205 1.2266 0.0084 -0.0003 0.1239 2.065 0.00 : 55.00 4.3957 5.00 0.0147 0.0074 2.188 1.1984 0.0083 -0.0009 0.1230 2.050 1.00 : 0.00 4.5571 5.00 0.0135 0.0068 2.163 1.1573 0.0080 -0.0012 0.1218 2.030 1.00 : 5.00 4.7061 5.00 0.0124 0.0062 2.133 1.1087 0.0076 -0.0014 0.1204 2.007 1.00 : 10.00 4.8445 5.00 0.0115 0.0058 2.104 1.0623 0.0073 -0.0015 0.1189 1.982 1.00 : 15.00 4.9736 5.00 0.0108 0.0054 2.072 1.0120 0.0070 -0.0016 0.1173 1.955 1.00 20.00 5.0946 5.00 0.0101 0.0051 2.040 0.9624 0.0066 -0.0015 0.1158 1.930 1.00 : 25.00 5.2084 5.00 0.0095 0.0048 2.010 0.9167 0.0063 -0.0015 0.1143 1.905 1.00 : 30.00 5.3159 5.00 0.0090 0.0045 1.980 0.8717 0.0060 -0.0015 0.1128 1.880 1.00 35.00 5.4177 5.00 0.0085 0.0043 1.952 0.8305 0.0057 -0.0014 0.1114 1.857 1.00 : 40.00 5.5144 5.00 0.0081 0.0041 1.925 0.7913 0.0054 -0.0013 0.1101 1.835 1.00 : 45.00 5.6064 5.00 0.0077 0.0039 1.900 0.7556 0.0052 -0.0013 0.1088 1.813 1.00 : 50.00 5.6943 5.00 0.0073 0.0037 1.875 0.7205 0.0050 -0.0013 0.1075 1.792 1.00 : 55.00 5.7783 5.00 0.0070 0.0035 1.850 0.6859 0.0047 -0.0012 0.1063 1.772 2.00 0.00 5.8589 5.00 0.0067 0.0034 1.829 0.6573 0.0045 -0.0011 0.1052 1.753 2.00 : 10.00 6.0106 10.00 0.0126 0.0063 1.858 0.6969 0.0096 -0.0033 0.1019 1.698 2.00 : 20.00 6.1514 10.00 0.0117 0.0059 1.796 0.6132 0.0084 -0.0025 0.0994 1.657 2.00 30.00 6.2827 10.00 0.0109 0.0055 1.749 0.5521 0.0076 -0.0021 0.0973 1.622 2.00 : 40.00 6.4058 10.00 0.0103 0.0052 1.709 0.5019 0.0069 -0.0017 0.0956 1.593 2.00 : 50.00 6.5217 10.00 0.0097 0.0049 1.675 0.4604 0.0063 -0.0014 0.0942 1.570 3.00 : 0.00 6.6313 10.00 0.0091 0.0046 1.647 0.4272 0.0059 -0.0013 0.0929 1.548 3.00 : 10.00 6.7351 10.00 0.0086 0.0043 1.620 0.3960 0.0055 -0.0012 0.0917 1.528 3.00 : 20.00 6.8339 10.00 0.0082 0.0041 1.596 0.3689 0.0051 -0.0010 0.0907 1.512 3.00 30.00 6.9281 10.00 0.0078 0.0039 1.577 0.3479 0.0048 -0.0009 0.0898 1.497 3.00 : 40.00 7.0182 10.00 0.0075 0.0038 1.560 0.3295 0.0045 -0.0007 0.0891 1.485 3.00 50.00 71045 10.00 0.0072 0.0036 1.545 0.3135 0.0043 -0.0007 0.0884 1.473 400 : 0.00 7.1873 10.00 0.0069 0.0035 1.531 0.2988 0.0041 -0.0006 0.0878 1.463 4.00 : 10.00 7.2669 10.00 0.0066 0.0033 1.518 0.2854 0.0039 -0.0006 0.0872 1.453 4.00 : 20.00 7.3437 10.00 0.0064 0.0032 1.506 0.2732 0.0038 -0.0006 0.0866 1.443 4.00 : 30.00 7.4177 10.00 0.0062 0.0031 1.495 0.2622 0.0036 -0.0005 0.0861 1.435 4.00 : 40.00 7.4893 10.00 0.0060 0.0030 1.485 0.2523 0.0035 -0.0005 0.0856 1.427 4.00 : 50.00 7.5585 10.00 0.0058 0.0029 1.475 0.2425 0.0033 -0.0004 0.0852 1.420 5.00 : 0.00 7.6256 10.00 0.0056 0.0028 1.467 0.2348 0.0032 -0.0004 0.0848 1.413 5.00 : 10.00 7.6906 10.00 0.0054 0.0027 1.458 0.2262 0.0031 -0.0004 0.0844 1.407 5.00 : 20.00 7.7537 10.00 0.0053 0.0027 1.452 0.2205 0.0030 -0.0003 0.0841 1.402 5.00 : 30.00 7.8151 10.00 0.0051 0.0026 1.445 0.2140 0.0029 -0.0003 0.0838 1.397 5.00 : 40.00 7.8748 10.00 0.0050 0.0025 1.439 0.2084 0.0029 -0.0004 0.0834 1.390 5.00 : 50.00 7.9329 10.00 0.0048 0.0024 1.430 0.2002 0.0028 -0.0004 0.0830 1.383 6.00 : 0.00 7.9895 10.00 0.0047 0.0024 1.423 0.1939 0.0027 -0.0003 0.0827 1.378 6.00 : 10.00 8.0448 10.00 0.0046 0.0023 1.416 0.1876 0.0026 -0.0003 0.0824 1.373 6.00 20.00 8.0987 10.00 0.0045 0.0023 1.411 0.1831 0.0025 -0.0002 0.0822 1.370 6.00 : 30.00 8.1513 10.00 0.0044 0.0022 1.407 0.1796 0.0025 -0.0003 0.0819 1.365 6.00 : 40.00 8.2027 10.00 0.0043 0.0022 1.402 0.1753 0.0024 -0.0002 0.0817 1.362 6.00 : 50.00 8.2530 10.00 0.0042 0.0021 1.397 0.1709 0.0024 -0.0003 0.0814 1.357 7.00 : 0.00 8.3023 10.00 0.0041 0.0021 1.392 0.1666 0.0023 -0.0002 0.0812 1.353 7.00 : 30.00 8.4439 30.00 0.0118 0.0059 1.451 0.2196 0.0091 -0.0032 0.0780 1.300 8.00 0.00 8.5773 30.00 0.0111 0.0056 1.393 0.1675 0.0069 -0.0013 0.0767 1.278 8.00 : 30.00 8.7036 30.00 0.0105 0.0053 1.366 0.1449 0.0060 -0.0007 0.0760 1.267 9.00 : 0.00 8.8235 30.00 0.0100 0.0050 1.350 0.1320 0.0055 -0.0005 0.0755 1.258 9.00 : 30.00 8.9377 30.00 0.0095 0.0048 1.338 0.1226 0.0051 -0.0003 0.0752 1.253 `10.00 : 0.00 9.0468 30.00 0.0091 0.0046 1.330 0.1165 0.0048 -0.0002 0.0750 1.250 11.00 : 0.00 9.2515 60.00 0.0171 0.0086 1.393 0.1675 0.0138 -0.0052 0.0698 1,163 12.00 : 0.00 9.4407 60.00 0.0158 0.0079 1.295 0.0909 0.0075 0.0004 0.0702 1.170 13.00 : 0.00 9.6168 60.00 0.0147 0.0074 1.293 0.0895 0.0074 0.0000 0.0702 1.170 14.00 0.00 9.7817 60.00 0.0137 0.0069 1.285 0.0840 0.0069 0.0000 0.0702 1.170 15.00 : 0.00 9.9369 60.00 0.0129 0.0065 1.278 0.0793 0.0066 -0.0001 0.0701 1.168 16.00 : 0.00 10.0836 60.00 0.0122 0.0061 1.270 0.0740 0.0061 0.0000 0.0701 1.168 17.00 : 0.00 10.2227 60.00 0.0116 0.0058 1.265 0.0708 0.0059 -0.0001 0.0700 1.167 18.00 : 0.00 10.3552 60.00 0.0110 0.0055 1.259 0.0670 0.0055 0.0000 0.0700 1.167 19.00 : 0.00 10.4816 60.00 0.0105 0.0053 1.255 0.0644 0.0053 0.0000 0.0700 1.167 20.00 : 0.00 10.6025 60.00 0.0101 0.0051 1.252 0.0626 0.0052 -0.0001 0.0699 1.165 21.00 : 0.00 10.7185 60.00 0.0097 0.0049 1.247 0.0595 0.0049 0.0000 0.0699 1.165 22.00 : 0.00 10.8300 60.00 0.0093 0.0047 1.243 0.0571 0.0047 0.0000 0.0699 1.165 23.00 : 0.00 10.9374 60.00 0.0089 0.0045 1.240 0.0553 0.0046 -0.0001 0.0698 1.163 24.00 : 0.00 11.0409 60.00 0.0086 0.0043 1.235 0.0524 0.0043 0.0000 0.0698 1.163 MAX. STAGE Q-IN TOT.STORAGE (of max stage) (of previous stage) 2.21 0.01 '.5+ 0.12 /POND= 2.14 FT= 1.12 CFS 6.47 DETENTION BASIN DESIGN LAKE NUMBER 1 DESIGN STORM: 5 yrs. WEIR TYPE: BROAD-CRESTED PROJECT: DRAINAGE AREA: 0.67 ac. WATER LEVEL: 10.00 NGVD PROJECT#: UNDEVELOPED'C': 0.25 WEIR ELEVATION: 11.10 NGVD ENGINEER: M.J.B. DEVELOPED'C': 0.75 WEIR LENGTH: 0.33 ft. DATE: 04/04/2000 PRE-DEV RATE 1.01 cfs WEIR COEFF. 3.20 POND SIZE : 0.06 ac. PEAK-DISCHARGE: 0.70 cfs TIME OF CONCENT. (POST): 10.00 min. PEAK STAGE ELEV.: 11.86 ft. TIME OF CONCENT. (PRE): 20.00 min. DURATION RAINFALL TIME RAIN VOL-IN STAGE DISCH. VOL-OUT INC-VOL TOT STORAG STAGE (hr min) (in) (min) (ft) (ac-ft) (ft) (cfs) (ac-ft) (ac-ft) (ac-ft) (ft) 0.00 5.00 0.6000 5.00 0.0500 0.0251 0.418 TIME OF C( -0.0409 0.0251 0.0251 0.418 0.00 : 10.00 1.2837 5.00 0.0570 0.0286 0.895 TIME OF C( -0.0123 0.0409 0.0660 1.100 0.00 : 15.00 1.6857 5.00 0.0335 0.0168 1.380 0.1565 0.0011 0.0157 0.0817 1.362 0.00 : 20.00 2.0029 5.00 0.0264 0.0133 1.584 0.3556 0.0024 0.0109 0.0926 1.543 0.00 : 25.00 2.2617 5.00 0.0216 0.0109 1.725 0.5218 0.0036 0.0073 0.0999 1.665 0.00 : 30.00 2.4781 5.00 0.0180 0.0090 1.815 0.6384 0.0044 0.0046 0.1045 1.742 0.00 : 35.00 2.6629 5.00 0.0154 0.0077 1.870 0.7135 0.0049 0.0028 0.1073 1.788 0.00 : 40.00 2.8231 5.00 0.0133 0.0067 1.900 0.7556 0.0052 0.0015 0.1088 1.813 0.00 : 45.00 2.9640 5.00 0.0117 0.0059 1.911 0.7713 0.0053 0.0006 0.1094 1.823 0.00 : 50.00 3.0894 5.00 0.0105 0.0053 1.911 0.7713 0.0053 0.0000 0.1094 1.823 0.00 : 55.00 3.2019 5.00 0.0094 0.0047 1.901 0.7570 0.0052 -0.0005 0.1089 1.815 1.00 : 0.00 3.3037 5.00 0.0085 0.0043 1.887 0.7373 0.0051 -0.0008 0.1081 1.802 1.00 : 5.00 3.3966 5.00 0.0077 0.0039 1.867 0.7093 0.0049 -0.0010 0.1071 1.785 1.00 10.00 3.4818 5.00 0.0071 0.0036 1.845 0.6790 0.0047 -0.0011 0.1060 1.767 1.00 : 15.00 3.5604 5.00 0.0065 0.0033 1.822 0.6478 0.0045 -0.0012 0.1048 1.747 1.00 20.00 3.6333 5.00 0.0061 0.0031 1.799 0.6171 0.0043 -0.0012 0.1036 1.727 1.00 : 25.00 3.7013 5.00 0.0057 0.0029 1.775 0.5856 0.0040 -0.0011 0.1025 1.708 1.00 : 30.00 3.7648 5.00 0.0053 0.0027 1.753 0.5572 0.0038 -0.0011 0.1014 1.690 1.00 : 35.00 3.8244 5.00 0.0050 0.0025 1.732 0.5306 0.0037 -0.0012 0.1002 1.670 1.00 : 40.00 3.8805 5.00 0.0047 0.0024 1.710 0.5031 0.0035 -0.0011 0.0991 1.652 1.00 : 45.00 3.9334 5.00 0.0044 0.0022 1.689 0.4773 0.0033 -0.0011 0.0980 1.633 1.00 50.00 3.9836 5.00 0.0042 0.0021 1.668 0.4520 0.0031 -0.0010 0.0970 1.617 1.00 55.00 4.0312 5.00 0.0040 0.0020 1.650 0.4307 0.0030 -0.0010 0.0960 1.600 2.00 : 0.00 4.0765 5.00 0.0038 0.0019 1.632 0.4098 0.0028 -0.0009 0.0951 1,585 2.00 10.00 4.1610 10.00 0.0070 0.0035 1.643 0.4225 0.0058 -0.0023 0.0928 1,547 2.00 20.00 4.2383 10.00 0.0064 0.0032 1.600 0.3734 0.0051 -0.0019 0.0909 1.515 2.00 : 30.00 4.3095 10.00 0.0059 0.0030 1.565 0.3348 0.0046 -0.0016 0.0893 1.488 2.00 : 40.00 4.3756 10.00 0.0055 0.0028 1.535 0.3030 0.0042 -0.0014 0.0879 1.465 2.00 : 50.00 4.4371 10.00 0.0051 0.0026 1.508 0.2752 0.0038 -0.0012 0.0867 1.445 3.00 : 0.00 4.4947 10.00 0.0048 0.0024 1.485 0.2523 0.0035 -0.0011 0.0856 1.427 3.00 : 10.00 4.5488 10.00 0.0045 0.0023 1.465 0,2329 0.0032 -0.0009 0.0847 1.412 3.00 : 20.00 4.5998 10.00 0.0042 0.0021 1.447 0.2159 0.0030 -0.0009 0.0838 1.397 3.00 : 30.00 4.6480 10.00 0.0040 0.0020 1.430 0.2002 0.0028 -0.0008 0.0830 1.383 3.00 : 40.00 4.6937 10.00 0.0038 0.0019 1.415 0.1867 0.0026 -0.0007 0.0823 1.372 3.00 : 50.00 4.7372 10.00 0.0036 0.0018 1.402 0.1753 0.0024 -0.0006 0.0817 1.362 4.00 : 0.00 4.7787 10.00 0.0035 0.0018 1.392 0.1666 0.0023 -0.0005 0.0812 1.353 4.00 : 10.00 4.8183 10.00 0.0033 0.0017 1.381 0.1573 0.0022 -0.0005 0.0807 1.345 4.00 : 20.00 4.8562 10.00 0.0032 0.0016 1.372 0.1498 0.00?1 -0.0005 0.0802 1.337 4.00 : 30.00 4.8925 10.00 0.0030 0.0015 1.362 0.1416 0.0020 -0.0005 0.0797 1.328 4.00 : 40.00 4.9274 10.00 0.0029 0.0015 1.353 0.1344 0.0019 -0.0004 0.0793 1.322 4.00 : 50.00 4.9610 10.00 0.0028 0.0014 1.345 0.1281 0.0018 -0.0004 0.0789 1.315 5.00 : 0.00 4.9934 10.00 0.0027 0.0014 1.338 0.1226 0.0017 -0.0003 0.0786 1.310 5.00 : 10.00 5.0246 10.00 0.0026 0.0013 1.332 0.1180 0.0016 -0.0003 0.0783 1.305 5.00 : 20.00 5.0548 10.00 0.0025 0.0013 1.327 0.1142 0.0016 -0.0003 0.0780 1.300 5.00 : 30.00 5.0839 10.00 0.0024 0.0012 1.320 0.1090 0.0015 -0.0003 0.0777 1.295 5.00 : 40.00 5.1122 10.00 0.0024 0.0012 1.315 0.1053 0.0015 -0.0003 0.0774 1.290 5.00 : 50.00 5.1396 10.00 0.0023 0.0012 1.310 0.1016 0.0014 -0.0002 0.0772 1.287 6.00 : 0.00 5.1661 10.00 0.0022 0.0011 1.305 0.0980 0.0013 -0.0002 0.0770 1.283 6.00 : 10.00 5.1919 10.00 0.0022 0.0011 1.301 0.0952 0.0013 -0.0002 0.0768 1.280 6.00 : 20.00 5.2170 10.00 0.0021 0.0011 1.298 0.0930 0.0013 -0.0002 0.0766 1.277 6.00 : 30.00 5.2414 10.00 0.0020 0.0010 1.294 0.0902 0.0012 -0.0002 0.0764 1.273 6.00 : 40.00 5.2652 10.00 0.0020 0.0010 1.290 0.0875 0.0012 -0.0002 0.0762 1.270 6.00 : 50.00 5.2883 10.00 0.0019 0.0010 1.287 0.0854 0.0012 -0.0002 0.0760 1.267 7.00 0.00 5.3109 10.00 0.0019 0.0010 1.284 0.0833 0.0011 -0.0001 0.0759 1.265 7.00 30.00 5.3754 30.00 0.0054 0.0027 1.310 0.1016 0.0042 -0.0015 0.0744 1.240 8.00 : 0.00 5.4356 30.00 0.0050 0.0025 1.282 0.0820 0.0034 -0.0009 0.0735 1.225 8.00 : 30.00 5.4921 30.00 0.0047 0.0024 1.265 0.0708 0.0029 -0.0005 0.0730 1.217 9.00 : 0.00 5.5453 30.00 0.0044 0.0022 1.254 0.0638 0.0026 -0.0004 0.0726 1.210 9.00 : 30.00 5.5956 30.00 0.0042 0.0021 1.245 0.0583 0.0024 -0.0003 0.0723 1.205 10.00 : 0.00 5.6433 30.00 0.0040 0.0020 1.238 0.0541 0.0022 -0.0002 0.0721 1.202 11.00 : 0.00 5.7320 60.00 0.0074 0.0037 1.264 0.0701 0.0058 -0.0021 0.0700 1.167 12.00 : 0.00 5.8130 60.00 0.0067 0.0034 1.224 0.0461 0.0038 -0.0004 0.0696 1.160 13.00 : 0.00 5.8877 60.00 0.0062 0.0031 1.212 0.0396 0.0033 -0.0002 0.0694 1.157 14.00 : 0.00 5.9569 60.00 0.0058 0.0029 1.205 0.0359 0.0030 -0.0001 0.0693 1.155 15.00 : 0.00 6.0216 60.00 0.0054 0.0027 1.200 0.0334 0.0028 -0.0001 0.0692 1.153 16.00 : 0.00 6.0822 60.00 0.0051 0.0026 1.196 0.0314 0.0026 0.0000 0.0692 1.153 17,00 : 0.00 6.1393 60.00 0.0048 0.0024 1.193 0.0299 0.0025 -0.0001 0.0691 1.152 18.00 : 0.00 6.1933 60.00 0.0045 0.0023 1.190 0.0285 0.0024 -0.0001 0.0690 1.150 19.00 : 0.00 6.2445 60.00 0.0043 0.0022 1.187 0.0271 0.0022 0.0000 0.0690 1.150 20.00 : 0.00 6.2932 60.00 0.0041 0.0021 1.185 0.0262 0.0022 -0.0001 0.0689 1.148 21.00 : 0.00 6.3396 60.00 0.0039 0.0020 1.181 0.0243 0.0020 0.0000 0.0689 1.148 22.00 : 0.00 6.3841 60.00 0.0037 0.0019 1.180 0.0239 0.0020 -0.0001 0.0688 1.147 23.00 : 0.00 6.4267 60.00 0.0035 0.0018 1.177 0.0226 0.0019 -0.0001 0.0687 1.145 24.00 : 0.00 6.4676 60.00 0.0034 0.0017 1.173 0.0208 0.0017 0.0000 0.0687 1.145 MAX.STAGE CHN TOT.STORAGE (of max stage) (of previous stage) 1.91 0.01 ..5+ 0.11 1 POND= 1.86 FT= 0.70 CFS 11�� /CITY OF /� f &M14c /3w44-TiV'74A Office of Building Official r REQUEST FOR INSPECTION Date { Permit No. /y Time { A.M. Received _P.M. l � Job Address Locality Owners Name Contractor � BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing firing C Rough Air Cond. & ❑ Re Rooting ❑ Slab C Temp Pole ❑ Top Out C Heating Insulation ❑ Lintel D Final ❑ Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION A.M. Mon, Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made P.M. Inspector nal Inspection n Certificate of Occupancy ❑ Date _ CITY OF 4&"�x- ,13e404-"W4 Office of Building Official REQUEST FOR INSPECTION Date /0 — /0 -00 Permit No. Time rA.M. Received P.M. -7 t�v - Locality_qg'7 -71P-7 3 Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING ECH4NICAL,) LEE Framing U Footing Cl Rough Wiring E, Rough Re Roofing 0 Slab C Temp Pole ED Top Out 0 Heating Insulation 01 Lintel 0 Final [I Sewer C Fire Place L1 Pre Fab READY FOR INSPECTION A. Mon. Tues. Wed. Thurs. Friday A.M. nspectio Made --RM. Inspector Final Inspection E, Certificate of Occupancy 11 CITY OF Office of Building Official I REQUEST FOR INSPE ON Icial Date—_ 17-Z 0 Permit No. Time A.M. Received Job Address Locality Owner's Name Contractor/___4�� BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL 9 11 Footing Fj Rough Wiring 5 Rough D Air Cond.& Re Roofing - Slab 0 Temp Pole r- Top Out Heating Lintel 01 Final 7 Sewer C Fire Place Insulation 11 Pre Fab READY FOR INSPECTION Mon. Tues. Wed, Thurs. Friday Inspection Made _PM. Inspector Final Inspection 0 Certificate of Occupancy E, Date ___/__ _/Y—0/ /CITY OF Office of Building Official /REQUEST FOR INSPECTION Date '0 t Permit No. _ Time I� Received eU f b Job Addres { r T L cal ty Owner's f ' 1 Name _Contractor BUILDING CONCRETE ftf�" PLUMBING MECHANICAL Framing C Footing ? .� ? ng" .' E Air Cond.& C Re Rooting C Slab Temp Pole Top Ou C Heating Insulation C Lintel C Final C Fire Place C Pre Fab READY FOR INSPECTION ,�},( A.M. Mon. Tues. j t', Wed. Thurs. Friday �r A.M. Inspection Mac --O�WA --PM. Final inspection❑ Inspector Certificate of Occupancy C Date _ CITY OF 4&4a& Bim-4" Office of Building Official 0 A) REQUEST FOR INSPECITI 4- Date (a — � 9-C& Permit No, Time A.M. Received PM. 9 2- 9 Job Address -3- Locality Owner's Name -- ..�Wiring FD-� Rough 0 Air Cond.& BUILDING CONCRETE ELECTRICAL PLU BIND �MECHANICAL Framing L111 Footing ❑ Re Roofing E, Slab a 'Temp E Top Out 0 Heating I p a Insulation 0 Lintel D 'Temp 0 Sewer El Fire Place ❑ Pre Fab REM�INSPECTION Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made 2e5 --PK Final Inspection 01 Inspector Certificate of Occupancy El Date //�� __��._ //C��ITY__O//F jj�� ..__�� ?Y&6 i - If3t c,4-44ti-f4 Office of Building Official REQUEST FOR INSPECTION 23 v Date Permit No. ' l Time A.M. Received �_ - _P.M Job ss cagt 1, Owner's Name Contractor fiy1" BUILDINGCONCRET ELECTRICAL P MBING MECHANICAL Framing 0 Footing jVRough Wiring G Rough G Air Cond.& 0 Re Roofing 13 Slab /T!'- Temp Pole ED Top Out ED Heating Insulation 0 Lintel G Final 0 Sewer 0 Fire Place Pre Fab READY FOR INSPECTION 61. Man. Tues. Wed, Thurs. Friday PM. A.M. Inspection Made PM, Inspector Final Inspection 0 Certificate of Occupancy G r Date CITY OF Office of Building Official REQUEST FOR iNSPECTi Date "` Permit No. Time ;y� —m j M Received t Job AddresI�tY Owner's I Name � ^�. Contractor ------ UILD CONCR TE EL CTRL PLIJMBiNG MECHANICAL Framin C footing C o gh'Wiring C Rough C Air Cond,& C e oofing C Stab C em C flop Out C Heating Insulation _ C Lintel C Final C Sewer C Fire Place C r Pre Fab .?� &6LTues. READY FOR INSPECTION A.M. Mon. Wed. Thurs, Friday PM. A.M. --tion Made A.M. i Final Inspection C s Certificate of Occupancy C (t ! Date E CITY Oia Office of Building Official REQUEST FOR INSPECTION c' Date ` — Permit No. Time A.M. Received PM. Job Address L ah -- Owner's Name' ' Contractor ' BUI DING CONCRETE ELECTRICAL PL WING MECHANICAL Frami,q --`, 0 Footin Gl Rough Wiring ❑ Rough 0 Air Cond.& D oofing O Slab ❑ Temp Pole CC Top Out C Heating 1 Insulation `' O Lintel, CJ Final C7 Sewer 0 Fire Place u Pre Fab a READY FOR INSPECTION A.M: on. Tues. Wed. Thurs. Friday A.M. Inspection Made \ u Inspector Final i s ection I Certificate of Occupancy E� Date — CITY OF Office of Building Official REQUEST FOR INSPECTION l t -� permit No. �� Data --- Time A.M. Received P.M. Job Addre s _ ality Owner's Name ______ _ Contractor BUILDING CONCRETE ELECTRICAL PL MBING MECHANICAL Framing C Footing C Rough Wiring C Rough C Air Cond. & Re Roofing C Slab C Temp Pole C Top Out Cl Heating Insulation C Lintel C Final C Sewer 1:1 Fire Place C Pre Fa READY F R INSPECTION A. Mon. Tues. Wed. ours. Friday P. kU- Inspection Made P.M. "- Inspector Final inspection C Certificate of Occupanc G/t�'��✓vl-r`..i� `- Date __ LAVj�, s. 0Rroa • OF ADDITIONS or CORRECTIONS :: D• NOT REMOVE JOB ADDRESS DATE THIS J66 HAS NOT BEEN CdMPLIfTED The following additions or corrections shall be made before the job will be accepted +3 $15.00 REINSPECT FEE r^ It is unlawful for any 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, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. ��l/__ ,��.._ /CITY OF t wcA Office of t3uttdtng ;Oh f� REQUEST FOR INS Date Permit No. '() � Time A. Received � dre j Locality t _ Owner'sJo Name Contractor BUILDING CONCRETE ELECTRICAL PLUM MECHANICAL Framing Q Footing Rough Wiring ❑ Rough Air Cond.& C] Re Roofing Slab C Temp Pole O Top Out CI Heating Insulation D Lintel O Final C7 Sewer C Fire Place Q Pre Fab READY FOR INSPECTION Afifi Mon. Tues. Wed, Thurs. Friday f A,M. Inspection de " `� �� P.M. Inspector Fina!Inspection❑ Certificate of Occupancy G Date f � CITY OF a 4 & B - Office of Building Offici jr REQUEST FOR INS1 CTION. :- 2 Date L /I Permit No. j Time A.M. Received P.M. 8 - j �0 Jobdr , ocality Owner's taw Name to�, Contractor UILDING CONCRETE LECTRI PLUMBING ., MECHANICAL Footing Rou h Rough 0 Air Cond.& r, Re Roofing 'C? Slab E Temp Pole C `Top OutHeating Insulation E Lintel Final 0 Sewer Fire Place C3 Pre Fab e READY FOR INSPECTION Mon, Tues. Wed. Thurs. Friday Inspection MadePM• Inspector final Inspection G Certificate of Occupancy 0 Date lwadr�� QF ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS e DATE eVY -30-01 THIS JOB AS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted r r r cs u $15.00 REINSPECT FEE It is unlawful for any 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, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 dq p.m. Monday through Friday. 6L 1/ CITY OF j _ -/ Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received P.M. Job Address alit Owner's Nam Contractor _B II DING CONCR E ELECTRICAL PLUMBING MECHANICAL Framing Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Woofing L Slab ❑ Temp Pole ❑ Top Out ❑ Heating u a i ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION nn�' A.M. �. Tues. Wed. Thurs. A vi Friday P.M. A.M. ction Made �P.M. for Final Inspection 11 a Certificate of Occupancy y� � �_ Date p [ }L 11, CITY OF 4&4440 B -'y'&UQ4 Office of Building Official REQUEST FOR INSPECTAON Date Time �f 3-Q-A.M. Received " P.M. ob Address/ Locality Ow er's ( ; Na e tractor UILDIN CONCRETE ELECTRICAL PLU�rAi C, -arcing Footing 0 ough Wiring ougr— Rooting ❑ Slab E, Temp Pole C Top Out C l Heating 'Aation D Lintel Final 0 Sewer C, Fire Place Pre Fab READY FOR INSPECTION Tues. Wed. Thurs. Friday ,n Made PM. Final inspection 0 Certificate of Occupancy 0, Date _ l �Pq A�/ 1C�ITY__O//F Office of Building OfficialI giu�l�� ip;]P REQUEST FOR INSPECTIO Date `j - Permit No. Time A•M Received _ PM• Job Address Locality r� Owner's ' A . Name Contractor �, "`�`1 I" 4 BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough 0 Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating isulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. 1. Tu Wed. /T;h�u�rs. Friday P.M. �.:s�+'� ction Made P.M. for Final Inspection ❑ Certificate of Occupancy❑ Date _-..j t j V 1 Ajl ��,.� CITY_O/F j ��_�.�,� ri1 LKC �7 -#;&s& Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. ReceivedP.M. JoyAddr ss Loca.ty < 9fb td/Owner .Com+- !�-G�i+G.C► Name Con o BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Gond.& Cl Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A:M Ion. Tues. Wed. urs. Friday P.M ection Ma / A.M.AP.M. Final Inspection❑ sector Certificate of Occupancy Date CITY OF 4&40,4-C B -49" Office of Building Official / REQUEST FOR INSPECTION /p Date— 7—— Permit No. �` G Time /r j`L— , Received Job Address (� Locality Owner's 1 Name Contractor/G�k-fiL-� k��C SG�-z t �✓ , ..� BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring 0 Rough ❑ Air Cond.& El Re Roofing ❑ Stab 0 Temp Pole 0 Top Out 0 Heating Insulation 17, Lintel C, Final El Sewer 0 Fire Place D Pre Fab READY FOR INSPECTION A.M. Mon, Tues, Wed. Thurs. Friday PM- A.M. �spection Mad ` —P.M. Final Inspection ❑ _ Certificate of Occupancy Ci �/` � Date CITY OF 4&ali-c BwcA-AM�Zl� Office of Building Official REQUEST FOR INSPECTION Date Permit No, Time A.M. Received1 9 P.M. Owner's Job Addr ss Locality Name � Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing d Footing D Rough Wiring 0 Rough 0 Air Cond.& O Re Roofing D Slab C Temp Pole J Top Out 0 Heating Insulation 17 Lintel 0 Final 0 Sewer U Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. FridayP.M. —� A.M. 2ri de `J� r` <a r✓ P.M. pector 2 Final Inspection Q Certificate of Occupancy 0 ,�� Date ,,rr�� _�� // __ CITY OF Office of Building Official REQUEST FOR INSPECTION } Date ' j - Permit No. t✓G� J Time A.M. Received _ P.M. Job Address Locality Owner's Namet�i41 / Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing D Footing D Rough Wiring D Rough D Air Cond.& 11 Re Roofing D Slab D Temp Pole D Top Out D Heating Insulation fl Lintel D Final D Sewer D Fire Place D Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. FridayP.M. Inspection Mad � � '�--'� A.M.A.M Inspector -<-G_ Final inspection 0 Certificate of Occupancy D Date i ,,,, ...�vim`' tq g,&C), `-e' CITY OF ~1 r� / Office of Buildin Official REQUEST FOR 1 SPE 1 O _ -00 ��0C /6 Date / _ Permit No. Time M. Received � _ P.M. Job ACICKOSS Locant k Owner's Name Contractor CIU-1-7 — LD lLDIN CONCRETE E CTRICAL MECHANICAL Framing ❑ Footing ❑ Rough Wiring Ci Rough ❑ Air Cond.& ❑ Re Rooting ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thum. Friday P.M. A.M. Inspection M e '- _ RM. Inspector na lnspe �cy�1 Date CITY OF C/ Office of Building Official k-,YD REQUEST FOR INSPECTION 2_ ;7 Date— --aL Permit No. Time A.M. Received P.M. Job Ad Oss4 Locality Owner's Name BUILIM - CONCRETE ELECTRIC PLUMBING ECHANIC FramingV— Footing El Rough Wiring Ro Air Cond. Re Roofing Fj Stab E Temp Pole Top Out eating Insulation 0 Lintel 1E Firtal C Sewer D Fire Place E Pre Fab REL YHFOR(-I—N�ECTION Mon. Tues. Wed. Thurs. Friday---i P.M. ( A.M. Inspection Made PM. Inspector—-------- Final Inspection E:, Certificate of Occupancy E, Date DEC-13-00 WED 12 :37 PM MILLIGAN CONST 904 267 2670 P. 01 MILLIG&N & SON CONSTRUCTION) INC. TRANSM WMAHEET 571-6780 1.030 Bernath Drive Jacksonvilic (Switzerland Route), Florida 32259 TEUPHONE (904) 287-3134 FAX (904) 287-2670 DATE: NO OF PAGES ._ 1 ' F'AX N0. 1190e 261—�67:' , A<! _2 �l ✓ /f2wuL 7�1P�f"G1�re 70 /a/ 1r1�/��v/OUS �' r �T'U calClJfaJ�io� /31 17 90,-clEeu --r7,v w/ /C�ITYO//F / ��.��_, lQ& e4 /Se4Cit-4&OU 4 / Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time AP.M. Received p .M. Job.Addss Local' Owner's Name BUILDING CONCRETE - LECTRICAL ' PLUMBING MECHANICAL Framing 1) Footing El 'ring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab 11 Temp Pole >4:= Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY INSPECTION Mon. Wed. Thurs. Friday P.M. L A. Id. nspection M e p Inspector Final Inspection ❑ r Certificate of Occupancy ❑ Date CITY OF &Aar& ge".4 - 9& 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 DATE . 2 q -0 " JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS co Please call me at 904-247-5826 if you have any questions. Sincerely, }l ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Aflaniic Beach, FL 32233-Tei: 247-5826- Fax: 247-5877 PLUMBING PERMIT p RMIT INF N" ? AT1 N Address: Permit Number: 22226 589 LEVY ROAD Amw Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 .._ Class of Work: NEW Township: Range: Book: Proposed Use: COMMERCIAL/OTHER Lot(s): Block: Section: Square Feet: Subdivision: T 4 Est. Value: Parcel Number: IIII : j Improv. Cast: : Date Issued: 6/25/2001 Name: WALSHAW, LARRY Total Fees: 25.00 Address: 90 OCEAN BREEZE DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/25/2001 _ Phyte: L904)249-7331 Work Desc• NEW FIXTURES IT "` 25.00 TEAGUE MIKE PLUMBING = e ! 41 1 ti � , ' t ek _ r u NOTICE- INSPECTION y 7" BE REQUESTED AT LEAST 24 HOURS RIOR TOINSPECTION BUILDING MATERIAL,RUBBISH A EBRIS FROWTHIS WORK NOT BE CED IN PUBLIC SPACE, AND MUST BE CLEARED A ,RULED AWAYECONTR 70R OR OWNER 2'+ .k:• "FAILURE TO COMPLY Wt HE NS Ikt�T� L N . ESULT IN THE IA�RV ANTS" PROPERTY OWNER PAYINGTWICt C?f7�1..�I _ ISSUED ACCORDING TO APPROVED PLANS WHICH—ARE–fA--Rf OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. r ATLANTIC BEACH BUILDING DEPT. Wt#: 6M/11 61 Receipts 99W& AI111e9322i89B CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORM_A_TION LOCATION INFORMATION _ Permit Number: 20170 _ Address: MAIN STREET AND LEVY ROAD Permit Type: UTILITIES ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: UTILITY Logs): Block: Section: Square Feet: ( Subdivision: Est.Value. Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 6/06/2000 Name: CITY OF ATLANTIC BEACH Total Fees: 25.00 Address: 800 SEMINOLE ROAD Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 6/06/2000 Phone: (904)744-6604 Work Desc: INSTALL FIRE MAIN CONTRACTORS APPLICATION FEES G &C ASPHALT, INC. PERMIT 25.00 i I Inspections Required FINAL NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. pat?: 6112610'i 0: RecraFtx:�.0G.46Gc_.,11 t ATLANTIC BEACH BUILDI EPT. CHECK'S --` CITY OF ATLANTIC BEACH APPLICATION FOR PLUAMING PERMIT JOB LOCATION: "__ L, puS'-� r L OWNER OF PROPERTY: TELEPHONE NO. PLUMBING CONTRACTORCONTRACTOR' S ADDRESS: Z rA `�ol2f__ STATE LICENSE NUMBER: G U` �.Q�"� /1,'1, � TELEPHONE:C(0Lk cAR3 1�31 2, HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES: x $3. 50 + $15 . 00 MINIMUM PERMIT FEE - $25. 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL. 247-5828-FAX: 247-5877 PERMIT INFORMATION__ LOCATION INFORMATION Permit Number: 20169 �JAddress: MAIN STREET AND LEVY ROAD Permit Type: UTILITIES ATLANTIC BEACH, FL 32233 Class of Work: NEW I Township: Range: Book: Proposed Use: UTILITY Lot(s): Block: Section: Square Feet: Subdivision: Est.Value: L Parcel Number: Improv. Cost: V OWNER INFORMATION Date Issued: 6/06/2000 —Name: CITY OF ATLANTIC BEACH Total Fees: 25.00 Address: 800 SEMINOLE ROAD Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 6/06/2000 _ Phone: (904)744-6604 -Work Desc: INSTLL ONE TAP AND ONE ENTRANCE OUTFALL MES CONTRA_ CTORS) APPLICATION FEES G &C ASPHALT, INC. " PERMIT 25.00 I _-.___ Inspections Required ' FINAL ------_ _-----T---_ f NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 5�3 �1 its Da le; 6!06/09 31 F..ernnt: M�II C8 ATLANTIC BEACH UILDING DEPT. CHECKS 0 0r;u3pp,�:3 U r�l ii4'{��V �4'1 Lr�A_ 9 CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS DATE �L.1-OO PERMIT NO. ISSUED BY THE CITY v� JOB ADDRESS Q\Qk\tom. VALUATION $ �p6 PERMITTEE PERMITTEE ADDRESS ) 14, . TELEPHONE NO. 3 �3 REQUESTING PERMISSION FROM THE CITY OF ATLANTIC BEACH TO CONSTRUCT a LOCATIONS: (REFERENCE TO CROSS-STREET) Ma,,A �f d --- I . APPLICANT DECLARES THAT PRIOR TO FILING THIS APPLICATION HE HAS ASCERTAINED THE LOCATION OF ALL EXISTING UTILITIES, BOTH AERIAL AND UNDERGROUND AND THE ACCURATE LOCATIONS ARE SHOWN ON THE SKETCHES. A LETTER OF NOTIFICATION WAS MAILED TO THE FOLLOWING UTIUTIES/MUNICIPAU IES' JAGKSONVII I F ELECTRIC AUTHORITY YES ( /L NO ( ) DATE: BELL SOUTH TELEPHONE COMPANY YES (/)/ NO ( ) DATE: _^ .7 _ FERRELL GAS YES ( ) NO ( ) DATE: �� -0 MEDIA ONE CABLE TV YES (/) NO ( ) DATE: ^S 0 2. WHENEVER NECESSARY FOR THE CONSTRUCTION, REPAIR, IMPROVEMENT, MAINTENANCE, SAFE AND EFFICIENT OPERATION, ALTERATION OR RELOCATION OF ALL„ OR ANY PORTION OF SAID STREET OR EASEMENT AS DETERMINED BY THE DIRECTOR OF PUBUC WORKS, ANY OR ALL OF SAID POLES, WIRES, PIPES, CABLES OR OTHER FACILITIES AND APPURTENANCES AUTHORIZED HEREUNDER, SHALL BE IMMEDIATELY REMOVED FROM SAID STREET OR EASEMENT OR RESET OR RELOCATED HEREON AS REQUIRED BY TH£ DIRECTOR OF PUBUC WORKS, AND AT THE EXPENSE OF THE PERMITTEE UNLESS REIMBURSEMENT IS AUTHORIZED. 3, ALL WORK SHALL MEET CITY OF ATLANTIC BEACH OR FLORIDA DEPA'RT\M'ENT OF TRANSPIRATION STANDARDS AND BE PERFORMED UNDER THE SUPERVISION OF V�jj�`� W,\.e �� (CONTRACTOR'S PROJECT SUPERINTENDENT) LOCATED AT 19, S (\iftA St. TELEPHONE N0.9ck3-13-71a 4• ALL MATERIALS AND EQUIPMENT SHALL BE SUBJECT TO INSPECTION BY THE DIRECTOR OF PUBLIC WORKS OR HIS DESIGNEE. S. ALL CITY PROPERTY SHALL BE RESTORED TO ITS ORIGINAL CONDITION AS FAR AS PRACTICAL, IN KEEPING WITH CITY SPECIFICATIONS AND THE MANNER SATISFACTORY TO THE CITY. 6. A SKETCH OR PLANS COVERING DETAILS OF THIS INSTALLATION SHALL BE MADE A PART OF THIS PERMIT. 7. THIS PERMITTEE SHALL COMMENCE ACTUAL CONSTRUCTION IN GOOD FAITH WITHIN ' DAYS FROM THE DAY OF SAID PERMIT APPROVAL AND SHALL BE COMPLETED WITHINS=e�45DAYS. IF THE BEGINNING DATE IS MORE THAN 60 DAYS FROM DATE OF PERMIT APPROVAL, THEN PERMITTEE MUST REVIEW THE PERMIT WITH THE DIRECTOR OF PUBUC WORKS TO MAKE SURE NO CHANGES HAVE OCCURRED IN THE AREA THAT WOULD AFFECT THE PERMITTED CONSTRUCTION. 8. IT IS UNDERSTOOD AND AGREED THAT THE RIGHTS AND PRIVILEGES HEREIN SET OUT ARE GRANTED ONLY TO THE EXTENT OF THE CITY'S RIGHT, TITLE AND INTEREST IN THE LAND TO BE ENTERED UPON AND USED BY THE HOLDER, AND THE HOLDER WILL, AT ALL TIMES, ASSUME ALL RISK OF AND INDEMNIFY, DEFEND, AND SAVE HARMLESS THE CITY OF ATLANTIC BEACH FROM AND AGAINST ANY AND ALL LOSS, DAMAGE, AND COST OF EXPENSES ARISING IN ANY MANNER OF THE EXERCISE OR ATTEMPTED EXERCISES BY THE HOLDER OF THE AFORESAID RIGHTS AND PRIVILEGES. 9. THE DIRECTOR OF PUBLIC WORKS SHALL BE NOTIFIED TWENTY-FOUR (24) HOURS PRIOR TO STARTING WORK AND AGAIN IMMEDIATELY UPON COMPLETION. SUBMITTED BY: v Q\\ �• W N 4-RLACE CORPORATE SEAL IF APPUCABLE) SWORN TO AND SUBSCRIBED BEFORE ME THIS AY �/• NOTARY PUBLIC PaWcla Amonwe *• :*= MY COMMISSION M CC5538Ri FkP1r August 27,20M BONDED THRU TROY FAIN INSURANCE,IK. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION _ _ _LOCATION INFORMATION Permit Number. 20451 ^ Address: 589 LEVY ROAD Permit Type; UTILITIES ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: COMMERCIAL/OTHER Lot(s): Block: Section: Square Feet: i Subdivision: Est.Value: Parcel Number: Improv. Cost: OWNER INFORMATION _ Date Issued: 8/04/2000 Name: WALSHAW, LARRY Total Fees: 1,145.00 Address: 90 OCEAN BREEZE DRIVE Amount Paid- 1,145.00 R ATLANTIC BEACH, FL 32233 Date Pard: 8104/2000 ! Phone: (949-7331 _ -- 1 _. 4 Work De_sc INSTALL I" IRRIGATION METER CONTRACTORIS) -_-__ -_ - - -- APPLICATIONFEES _ PUBLIC WORKS DEPARTMENT - - WATER METER/TAP - 560.00_ { CAPITAL IMPROVE. 550.00 CROSS CONNECTION 35.00 t l i i i I PUBLIC WORKS I 1 NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER l i "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. __ _-____.__ Operator: CHERYLE i AT TIC B C BUIL PT. Date: 8/04/00 01 Receipt: 007819c Total Payment ,1145.9E CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT Permit Number: 20100 Address: 589 LEVY ROAD TP20 Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: TEMPORARY POLE Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: Date Issued: 5/22/2000 Name: WALSHAW, LARRY Total Fees: 25.00 Address: 90 OCEAN BREEZE DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 5/22/2000' Phone: (%X)249-7331 Work Desc: C8#6 50AMP'S 1 PH 3W 240V EMTRW ALUM TEMPORARY POLE LARRY D. CARTER ELECTRIC INC PERMIT 25.00 FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS,FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP'AND HAULEDAWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION UEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEAC BUI G.DEPT. CITY OI, .ATLANTIC BEACH, FLORIDA � -^ Approve bV ApPLtCAT10N FOR ELECTRICAL PERMIT TO TIIE CIIIEF ELECTRICAL INSPECTOR: DATE:_,_ �" � 0900 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN TILE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH TIIE ATTACIIED PLANS ANO SPECIFICATIONS, WHICIt ARE A PART IlEnEOF, AND IN ACCORDANCE WITH TIIE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. '� ,Q, ��•j�iL ,GLC . ELECTRI A FIRM; MAST4ELECIAN SIGNATUnE JOURNEYMAN NAM _ _ - _ AbbRESSt � �® 0--,—RFD--BOX— BLDG. — RFD--BOX BLDG.SIZE BETWEEN;__ - HES. ( ) APT. ( I COMM. ( } PUBLIC( } INDUS. ( 1 NEW( I OLD I } AEW, ( } ADDITION ( } TRAILER ( i TEMP. SIGNS ( I _ „ —SO. FT. i - SERVICE; NEW( I INCREASE ( } REPAIR ( I FEE CONDUCTOR SIZE 6 AMPS COPPER ( ALUM. SWITCH OR BREAKER 51a_ AMPS PH �W ZIGVOLT_ �� PIACEWAY EXIST.SERV.SIZE AMPS PH_ W VOLT RACEWAY_ �Y FEEDERS NO. SIZE NO. SIZE NO. SIZE_ LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALEDOPEN _TOTAL - Y MP o.ao Ae. - Y�... ^__ -ai•toa AMrs_ —_r-~•- SWITCHES INCANDESCENT FLUORESCENT_&M.V. FIXED 10, AAM PS OVER APPLIANCES __ ___ V pELL TRANSF. _— AIR H.P. RATING H.P. RATING CONDITIONING COMP,MOTOR OTHEPI MOTORS AMPS CELL HEAT; KW-HEAT 0•1 � OVER MOTORS H.P. VOLTAGE PHS NO. III.P. VOLTAGE PIIS ,I MISCELLANEOUS T LA CITY OF ATLAN'T'IC BEACH 'FREE REMOVAL APPLICATION .AU sinnlications int be togyived by-5 PM oa the M tidal►odor to the schedUM meatier in order to be glace on the AgarA& tk INCOMPLETE APPLICATLom OR INACCURATELY MARKED SITS WILL NOT BE PR XTSM. g0GtC5wSgWZEpg . �.��r WAlst ar��u .� ��.. 32233 9�•2�9-r��t APPLICANT NAME ADDRESS TELEPHONE 2. '511 I.RNT koA . Art. re, 13 . ri4- ADDRESS OR LE AL DESCRIPTION OF TRfM REMOVAL SITE 3.REASON FOR PROPOSED TREE REMOVAL: Popmay �StA��iD j 4.HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? 0 YES JK NO 0 NOT SURE S.PROPERTY ZONING: 0 RESIDENTIAL COMMERCIAL 6.LIST TREES PROPOSED FOR REMOVAL. rbrAL t7.8.H. lNMSS, IN M10ft OR MINIMUMS I SP c 1N #'/fit /0/ 1/ Xi PSN6-047 VA- U v5 047TWIM ,At.M �WK• n FA6M L ! " IN 'Diameter at Breast Hit(DAR)Is measured at 4.5 feet above grade. To mmabb deberrdae diameter,mono"tie truck and divide by 3.1416. D6nmt r of nvkl-trtmloed trees is detersiaed b7 addieR together tie dismebdr of c"A track as neassmed hol 10 a I p1b'sit o"tie brio. •�Sae atbdred dtaeram for deterokodoa othavior,cad e:tcrior apnea. 7. SM PLAWME SURVEY itsdicatirg: a) Changes of topographic features such as hills and low a+reets treft b) Existing aid imposed rte. C) Location of 0 trees with teeter at Breast Height(DBI)of six or more. .11 'I TC:; anti mzes m DBI 0 Trees it, he removed shintld lic,cic:arl% marked m ith an'A". ij lur Lin wu t be marked Stith hrac k-et-, g) Location,size and species of any proposed new repboemient U trs merited with a circle-0". h) Locution of utflities and e6senumb as applicable. 0 Location of trees to be preserved on-site with barricading iodieated. 8. ON-SrrE REQUIREMENTS: a) All trees identified for removal Mjjn be marked on-site by basing, p6A ar tape- b) All trees to be preserved on-site far mon WUSr be merited wkh Bim.TSE gagging.point or tape. c) The front property corners most be marked by stakes or pairs the Lot Number or Address. 9. * INCOMPLETE APPLICATIONS OR INACOMMLY MARMUS WELL NOT BE PROCESSED. 1 1 H P IA5N :fit,R1L 1() t.(.)%IPI t' kk! F11 \1 I PR( ()I. t.11:v'fF R —';. .\R i't(.-1.E li. MU- PRO i Et;C UN,AND ALL O i i#ER APPLJCA.3LE C4A)fmS THE CODE OF O W CES ATLANTIC BEACH. •s s• Date 7/.,7, s 3knature Date CITY U8t QI�LY: Tree Conn9ftvation Board Chsbrpemn Dift - - Ar AL I An/V^t J. . b CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION ADiuolicat as must be �y S PM on the Moz�t Rdpr to.the sdodulod meetiu it order to be sibmd on the a *INCUMPLETE APPLICATIONS OR INACCURATELY MARKED S—nU WILL NOT 13E PROCEED. qo aCBIIN l�Ezll.� 1. 404g4lZy j^tALSHAW 'kr"MTYG WCH) F1:32-X55 APPLICANT NAME ADDRESS TELEPHONE z. 511 L5v`j" W , ATG ADDRESS OR LEGAL DESCRIPTION OF TFSE REMOVAL SITE 3.REASON FOR PROPOSED TREE REMOVAL: W poew FA� . A4g---o4cjAMp -05ToI-Mh1M Ftgjr-NTtpH ACUl 1071;5. 4.HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑YES )KNO 0 NOT SURE 5.PROPERTY ZONING: ❑RESIDENTIAL XCOirIIAERCIAL 6.LIST TREES PROPOSED FOR REMOVAL: f=X6LUV5S PINS l"R556 Lr55 TAW W"P.B• . LdCATEP NI( INNIORZOW TbM d B.N. 1NG,IR0 INTERIOR OR spunS DL4NMTER * �' PINY �! ds ►r �X o oAk hi ur-mv 0A9101MRaf) t• th �r -?A�M KiAWL VAL-M) I N *Diameter at Breit Height(DJM)Is mabared at 4.5 imt abowe grads To nocaro*detaadee diameur,mare the t nmimk dry and dM&by 3.1416. Dtameber o1 trace b determined by addtog t Wtber the dbwwter of ea¢h truA as +ed imiplble1y abs tie theles. **See attm&W dhcram Por debenetaatioi of iaoetior amt ea4erter aoeees. 7. SITE PLANMME SURVEY isil a deg: a) Changes of topographic features such as hills and low arras affectingttaes. b) Existing and proposed structures. C) Location of all trees with D mater at Breast Height(DBH)of six iac6ea or more. d) Tree species and yes in DBIL e) Trees to be removed should be clearly marked with an`Xn. 0 Trees to be preserved on-site for mitigation mast be marked with brackets g) Location,size and species of any proposed new repWcemait trees mracived with a circle"O". h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site with bamcaled- 8. ON-SITE REQUIREMENTS: a) All trees identified for removal M.ftW be marked on-site by paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked wdh BLUE flag * gging Punt or tapp— c) The front property corners most be marked by stakes or paint iodicaxiog the Lot Number or Addreas. 9. *INCOMPLETE APPLICATIONS QR II4ACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23,ARTICLE IL TREE PROTECTION,AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF O INAN OF ATLAN11C BEACH. ' Daft ��-- Ownees Signature Date CITY USE ONLY: Tree Conservation Board Chairperson Due CITY OF ATLANTIC BEACH -�-- ---- ---� MECHANICAL PERMIT 8011 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5 = Ak 247-587 Permit Number:ERM!20672 INFORMATION_— _ . , Address:L-_5 AT!_,.�EIVY ROMDATION------ —__ ---1 Permit Type: MECHANICAL T TIC BEACH, FL 32233 Class of Work: NEW i Township: Range: Book: Proposed Use: COMMERCIAL �� Lot(s): Block: Section: j Square Feet: Subdivision: i Est.Value: iL Parcel Dumber: - -- --- _ -- Improv. Cost: _ OWNER INFORMATION__ Date 'issued: 9/22/2000 Name: MvALSi-iAiili, LARRY ! Total Fees: 38.00 f Address: 90 OCEAN BREEZE DRIVE y Amount Paid: 38.00 ATLANTIC BEACH, FL 32233 i Date Paid: 9/22/2000 1Phone. (904)249-7331 Work Desc: FIRE SPRINKLER SYSTEM ____ ___ CONTRACTOR(SJ __ APPLICATION_FEES ___ [W.W._GAY—_FIRE PROTECTION I PERMIT 38.00 1 P t I i i 4 -- - - -- ___ Inspections Required { NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION { BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND i MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "'FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY i OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. j I — ____-_ Date: 9/29/88 81 Receipt: 8892569 ATLANTIC BEACH ILDING DEPT. cps{ 88188883221888 SEP 22 '00 0 9zBS�AtgMLB s ZONING i-47-5845 T4:So��9965 ,.. .,, 'BUILDING AND ZONING INSPECTION OMS CITY Of ATLAFMC 8 1 „> R �� M 4+►Rtlfe erltrKN, e etlloaa Mom 4 r 1 PUCATION FOR MECHANICAL PC-RMITI�''''y IMPORTANT Applicant+*complete an items in eet4ionr Je JI 111, andel l� f tiwung l.Irrwdbt�1lnely�+►.e.a� Arnl -.. J711 IWNMRC IMN`—To be cc!!*t44 by all spplitan#t_ flk iiir�i.MMM �.rrN''��.(r a inq wr�wr1 dw•%%wj �t 1, tate 4604 v&I&bM al rr 1n..f�r.fir..►s w� ++Id w 6+rew +;f i0r+1�M t+ elMihitt�eek.ttere wifdw rn It P.M Me.Of r,d in,�Netr�e4 wIF IA0�"�W of J�e+r�tN.errlMOeu 61r.�.rlld VY/� �fewJ C t UtIl. � G06'N10n +Nw opt/ • -; i l r� � 1i9, ar�t�>M�luw►�aN "' rr�..i feNff.�feww+r 8. O.el1Oe Is eT1tN1 CO,Ma7lete'tlter RIMS ewtelle eu s d Gee �. Lt Me" {� 1"irlwMtl plfiMf la '4a 1�wR., e{wt rlweurr ttr AeMtvwCMHI► nrJult'r Man"M I . •. fKrl�lilfigA6�14�IIIIft 4d R rql'� NAt14p!0l�ltlOnil 3!'"+t ee,+ 1M fiel.l "WORN calf bed Wft few C7 lleNdwawtlfF or ,� R:Omteleeelea li' +Wt G �i1rt•• p 1.e.red d G w.t Q tl.: Roar wa&%o T A 1 !4'x,4, a +..,. f�dr:M,�■.,, t��f11a1....wrn1 d.rn.rtnt ti�+i.rn hlrr Ml aced* trf wwe J'! �•A(M�.riMan�►�rpwl�MWARM4 ' , to et�lMelNln Gl rYaleA0lret a atleee►ta'M►ut�q,•�e+•M . p �iie.�.e Mlwere,C.hOdr� i#* J DIhN�IaMb . "';O flea led.11wn•7l.�wlrr.1 L.�,��'� t] ler •p s.IMaU p irw�0r1 iMaM M 1 "0 VAN ft Olelae 11 4 any orl b vow were aaIbis herend �,.........._,.. 12 cow $WWI d�0 Aft i AY7g11 SMI+"MAW 711+ Y41"IN/ sew. ala SEP-22-2000 FRI 10:02AM ID:247-5845 PAGE:1 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT r_ x Permit Number: 20101 Address: 589 LEVY ROAD Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: Date Issued: 5/22/2000 IName: WALSHAW, LARRY Total Fees: 60.00 Address: 90 OCEAN BREEZE DRIVE Amount Paid: 60.00 ATLANTIC BEACH, FL 32233 Date Paid: 5/22/2000 Phone: 904)249-7331 Work Desc: CSPAR500MCM 900AMPS 3PH 4W 208V EMTRW ALUM- NEW COMMERCIAL SERVICE LARRY D. CARTER ELECTRIC INC PERMIT 60.00 ROUGH ELECTRIC FINAL ELECTRIC 7 NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UPAND HAULED•AWAY BY EITHER,CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH'THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 1166.139 14 Date: 5/22/00 61 Receipt: 1335'367 10, CHECKS 11j3Et ((�1�— �-, 66166663221666 ATLAN nC BEACH BLIILD DEPT. CITY OF ATLANTIC BliACHI FLORIDA �-apc�o�•dbv APPLICATION FOR ELECTRICAL. PIRM1T 6p,01 ° 1 TO TIIE CHIEF ELECTRICAL INSPECTOR: DA1 E: IMPORTANT NOTICE_ IN CONSIDERATION OF PERMIT GIVEN FOR DOING TIIE WORK AS DESCRIBED IN TIIE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH TIIE ATTACIEED PLANS AND SPECIFICATIONS, WHICIt ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORD(NANCLS. ELEC RICAL FIRM: MASTER FLEC RICIAN SIGNA U E JOURNEYMAN NAME- / .� � J,�r�'J' r ADDRESS:. � UyA 3 RFo��.� F --BOX BLDG.SIZE % — BETWEEN:_ RES. ( I APT. I I COMM. (PU'L"!,e) INDUS.( I NEW OLD I ► REW. I } AUDITION ( I TRAILER { } TEMP. SIGNS I 1 - —SO. FT. _ SERVICE; NEW( 1 PCREASE ( REPAIR ! I FEET I � ' ; AMPS �0 0 COPPER ( ALUM. CONDUCTOR SIZE � _ SWITCH OR BREAKER AMPS PliW VOLT- RACEWAY EXIST.SERV.Six£ AMPS PH^ -' w VOLT —� RACEWAY �Y FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED _ OPEN _y TOTAL �w RECEPTACLES _ _ CO_NCEAL.ED OPEN _ TOTAL 0.30 AMPS, 31.100 AMPS' SWITCHES INCANDESCENT - FLUORESCENT &M.V. FIXED 0.100 AM Ps. OVER � J APPLIANCEa -- —-_ t3FLL TRANSF. __ T AIR H.P. GATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPSCELLHEAT: KW-HEAT ' 0.1 OVER 1 MOTORS ti.p, VOLTAGE PHS NO. i t1,P. VOLTAGE PIIS MISCELLANEOUS -777.777". 7 7 7 ok 9549 Page 1569 THIS JNSTRUhWNT PREPARED BY: Rickard C.116110M Mft 100,Sufte 2!0,10131 fterwe"Paris Elvd. Jacbmarrille,!tarifa 31256 o�etrtae — 1587 RECORD AND RETURN TO. Fi ad I kaw" Richard G.HathawaymI WWII MIX115 fm m 9 MR Bldg.100,Suite 25%16131 Devirwood Fork Blvd. MIX cmff Iry JwAsonWtle,Florida 35I56 kW law"M LO NOTICE OF COMMENCEMENT PUP-Ndrr NO.-------------------- TAXMUGNM 172322-0500; 1723346X)OW The un"ed hereby Ores notice du.kt imWovemests vM be mande to cartain real "I and in accordance with Section 713.13, orida Statutes,the iifi*Matica In provided in this Notice of 9=.: This.Totice. shall be void and of no force and effect if,=#is am comuncound vmbiu mimety(90)days after recordum 1. Description of the property. SM ATTACHM MUITB= "V 2. Genual description of the improvement:smawadumatMeWbat 01111me/Warmbeamme 1 1114 3. The owner LARRY F.WALSHAW and MKMC=D.WAIJUNW,bubmed and vik Address:90 Omms IN - ,Drhm,Admdlc B2mk 7L 32233 Phone-904249-7331 Fs=904 IMM Owner's interest in site o(the improvement Ph*skm* 4. Fee I ritle Holder(if other than Omm): Name: Address: S. Contractor: Milligart & Sm constowtion Addrema-10W Beciath Mitre, Switxwland, rjacid& 32259 Pham: Parc 6. surety it N/A A Phone. Fax :ttW.?the%m"MWbomd(,fnay)i.Wmc1.dhes A Med.U-A!. 7. Lender.The jaclumaville Bank Address:716 Sometle Lemons Suva.Softe 1414JImelememmilla,FL 32200 pbow.904-01-3" Fa= & Name and address of 'within the State o(Flonds dulpmeed by the awam as person upon wbom nothres.or other documents may W=Z.C..WW by FloridaUMM&Vtiom 713 1)(8)(7): N. ". = Ba i Address:76 Q-uft Laura St-ad Solle 194 lackmardille.FL 322= Phow:904-421-" Fmc 9. The owner has designated the fallowing person,in addition to himmel romccift a copy of the liences notice as provided in Section 713.00)(b)of the Florida Stamuses. NANW. Addrem Fbim--Fuc 10. Expiration date of Notice of Com(do expiration daft is am(1)year from the date of recorfing tosless, a different date in specified): as The recording of this Notice of Cowamencommem does am mandatea fica,cloud or kimmo as the dumbed real property,but gives constructive motice that claims-at Me-stay be filed muter Sttetea YjKW Zm, w o 2 M77",WARAMW IMM IMNI 11000, & IMANK **1587** .. *. r R � Hook 9549 Paso 1666 t STATE OF FWR[DA COUNTY OFDUVAL M CB r D.MAMMUZ was �� i�Donoo�lh�Iawwn two a o'or hs,�produced wA!sHAw.ri <mg�,5 40A Ili ary squature or dim o• �Y �u1w.M.R..�ed►lu. ..�.a s«.�«r..b �irrerrNwwr.pan»•�aa NAM ��Y588�t� LEVY ROW Prtopg>tTy EXHWIT A LEGAL UE$CRf'770N: Hook "49 prpa► 1387 5 =x+.1 f1t.71, lfr. 178322.05001: nota 0 rad 10, d"*wA t" tootrarrO! 2a�ri Yiai � Lw,taq ltirriri�s >o.ott0* 17, = 4aef i �srrsat Lot 4, mmt+T, s'lsredT* , Her" as ireL, Dem, fall~: 7+os � 4"d � off �aeibrd as i'urleltbo= t the Oaotkv"t *was" e# mid 0-2=metnt Mian UMUMM aooea*r a" thoaas m ilo obitt 06 re. o le is m* at m 05 adaetsa first�the e]seaoa sea r"r'r!' lard r distamm at 33.34 toot, 33.11 teoe ft 0, d�o &S maty o distume at a dolnerw 45 aiautwe 1�sl Otho Iftat Isar Of LaMY fANd r ditrtaeeso of U! tsot q#te liar ed' tis lash amth is b"d ]teak 1402 lir!'r 115, Oarzoat P%&Un ago"". pw,rl Ce mtp, nowl". urea sur aoatN " doWaMe 0> a&eo0" stet a atae"M e! l/1.79 sfleit� ' AUMIf :es" 2000 .lie* ai' �tlrws* aasar: at tit 0"i "Mw,in a W Im V b iii a9 us em mat re deoasiLad to Deed Hock titerrs 1 +da rtC ]fret selt+a! fi ispette 46 rinn%" 8"t as aamw Ot " bad&am&, tfettro arts ileeti as dRsreit 0!i diatteaee aft 1 Rt w. "a �IT Ups"t� at 147' AD" a Twe tl a- ae. 17an4-0000): Fort . 4ieltder xz, H ! aoairh _ w'wst...a �ra+aa a.s,t Sowmacift at aft sort 4 and s taaror er dbeltk is 05 atderott,r, ]teat r dintrrer ee sx.:: trsr aferp 2oeft Ltr ed! Oft" Lot s. to a point, tlrrett swat to 43„d" iasy "tom*w % el&&*Uwe et 3S.-Is toot t�ar .. 2"3 a" P"at bltei'W a, Plat XAVY of breech ts+aaft ser Yotii► p"* ems« W"t&ice�cwt 142 ;set w r of at IS dMVX~ 4* WiMUS WASt pa3aL, bbamAm aim r�td 4t tsst to r P"rrt _ s ger afetatlt •5 0 !4 szaslraa Lax be". tbeft" 4 dt*bwkm of 61 thepe"t of W" Yiae at *a"Lev STATE GF FLORIDA COM. COUNTY 1, UNOERSiGI{U Vi vk 0 the y!Mutt A County Courts, Clival County,Florida,W ttERLGY CGRT(F(tiro within and foregina is a true ani;orr,Gt copy of tre 4rizinel ay it appears on WON and filo in the office of the Clerk ct Circuit& County Courts of Clival County, Florida WITNESS my hanti and seal of Clerk of C1r, i & ounty Courts at>ac;,sonviile,KoriC;this t:.e.day of AD.,20M HENRY W. COOK Clerk, Circuit and County Courts Duval County. florid **1589�t+t D rpZ, C� k mu I I a o"I B.11 9 1 96"1 11 i ria i --------------------------- -I(F#'IN AN f;PM'!%I o rnr Koo- eacn Or L*'nle TOUGWIrIg aaareSSeS ano construction water is no ionger needed, Ai-w mm�f--Aarl hinAn.iA-- k! thz E91 I fr%rmflnn, rcjylj)t jvUMVC) jr I upri L y 'r-ILAU j V---P-S C3 6 7 1 ------------- ---- -------------------- ---------- ------------- --------------------------- ------------------- --------------------------- -—----------------- Pat Harris 777 J til r,� g MEMORANDUM December 8, 2000 TO: Don Ford, Building Official FROM: Bob Kosoy, Director of Public Works SUBJECT: 589 Levy Road and 1400 Mayport Road Since you have advised that you do not have impervious area square footage on either of the subject applications, please contact the applicants who submitted the pians for 589 Levy Road and 1400 Mayport Road and have them submit the square foot calculations for impervious area. After receiving this information, please forward the plans to me and I will review their submittal for ERU calculations. cc: ,Jim Hanson, City Manager Nelson Van Liere, Finance Director Phil Nodine, Streets & Maintenance Division Director Attachments (2) RSK/Sf VVI44 (/ I E+C-13-00 WED 12 :43 PM MILLIGAN CONST 504 2$7 2670 P. 01 RECE R HD DEC 1 3 2000 City of Atlantic Beach MILLIGAN & SON CONSTRUCTZC N"IN't• zoning TBAN.WMgr, COM SHEET 1030 Bernath .Drive J�icbmnville (Switzerland Douce), Florida 32259 TELEPHONE (904) 287-3134 FAX (9C4) 287-2670 DATE NO OF PAGES FR..l NO- ,704 "o to i . DEC-13-2000 WED 10:56AM ID:247-5845 PAGE:1-1 x NOTICE TO: Water Department FROM: Building Department DATE: --L-O_==L�=0 ---------- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Address ERU Number -------------------- ------------- --------------------------- -------------------- ------------- --------------------------- -------------------- ------------- --------------------------- ------------------- ------------- --------------------------- -------------------- Sincerely, f;. Pat Harris Building Department ` F n J t CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT Permit Number: 20104 Address: 589 LEVY ROAD#3 Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: Boom Date Issued: 5/22/2000 Name: WALSHAW, LARRY Total Fees: 50.00 Address: 90 OCEAN BREEZE DRIVE Amount Paid: 50.00 ATLANTIC BEACH, FL 32233 Date Paid: 5/22/200Q Phone: 904)2437331 Work Desc: C5250-MCIR AL 2 l0AMPS 3PH 4W 208V PVCRA ALUM -NEW'SERVICE LARRY D. CARTER ELECTRIC INC PERMIT 50.00 ROUGH ELECTRIC FINAL ELECTRIC gleams NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED!AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Lo $25.0014 Date: 5 8 Receipt: CHECKS 1€i3?C A I EACH UIL •PT. 00100003221000 r , CITY OF ATLANTIC: BEACH, FLORIDA Apptbv.dby APPLICATION FOR ELFC1RICAI. PERMIT TO THE CHIEF ELECTnICAL INSPECTOR: DATE: IMPORTANTN0110E: IN CONSIDERATION Of PERMIT GIVEN FOR DOING 1HE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAIL) WORK IN ACCORDANCE WI H 1 HE AlTACIIED PLANS AND SPECIFICATIONS, WIIIC14 ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELEC1 RICAL REGULATIONS, CODES AND CITY OF AlI.AN11C BEACH ORDINANCES. ELECTRIC L FItiM: MASTER ELECT CInN SIG1VAlUliE „ JOURNEYMAN NAME- ! � � � �% � ADDRESS:— �'"_� RFU BOX RES. ( I APT'. ( I COMM, ( PUBLIC { ) INDUS, ( ) I NEW ( OLD ( 1 REW. ( I ADDITION I I-, TRAILER ( 1 TEMP, ( I SIGNS ( $EnVICE: NEW( ) INCnEASE ( I nFPAIR { I FEE CONDUCTOR SIZE �G 1414-IIP Ot' AMPS L COPPER ( I ALUM. -. SWITCH OR BREAK R AMPSPH '- Z4Y Z RACEWAY EXIST.SERV.SIZE AMPS I PH W VOL1J _— RACEWAY •_• FEEDERS NO, SIZE NO. S12F NO. SIZE LIGATING UU'I LETS CONCEALED OPEN TOTAL "ECEPT'ACLES CONCEALED OPEN TOTAL 0.30 AMrg. 31.100 nM r9. -- — sw11 Cl lf_3 INCANDESCENT- FLUORESCENT&M.V. trixeD 0.100 AMID. OYER APPLIANCES aCLL rtnANsr. AIR II.P, RAI INO H.P. RATING C NDITIONING COMP.MOTOR OTHER MOTOnS AMPS CETT HEAP; ICW•IIEAT 0.1 VVIR MOtOItS N.P. VVLIAOL HIS Nle. 111,P. VOLTAOF PH MISCI:LL FOUS ( CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING I 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION _ _ LOCATION INFORMATION Permit Number: 20206 - Address: 589 LEVY ROAD 1, 2, & 3 Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW ++ Township: Range: Book: Proposed Use: COMMERCIAL 1 Lot(s):9 & 10 Block: 1 Section: 11 l Square Feet: Subdivision: PART GOVT. LOT 4, SECT. 1 Est. Value: Parcel Number: 17 & PT LOT 4, SECT 11 Improv. Cost: r— ___OWNER INFORMATION Date Issued: 6/14/2000 Name: WALSHAW, LARRY Total Fees: 46.50 I Address: 90 OCEAN BREEZE DRIVE Amount Paid: 46.50 ATLANTIC BEACH, FL 32233 Date Paid: 6/14/2000 Phone: (904)249-7331 Work Desc: INSTALL PLUMBING CONTRACTORIS) _ _ _^ _APPLICATION FEES SUNSHINE STATE PLUMBING ERMIT 46.50 i I i 4 — —- – _T _ Inspections Required_- UNDER SLAB PLUMBING SE'WERMATER JOPOUT FINAL I � s NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I __ Date: 6/14/88 $46.56 14 UILDING T. 1 88 81 Receipt: 8865173 ATLANTIC BEACH CHECKS 14759 nn i ease 32.+!nee �18BB832P1BBR CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: �'��' �-t V/ z OWNER OF PROPERTY: N-1 p,in /17[brl[fc ter•. PLUMBING CONTRACTOR: SyGls�j�st,aT <•S�4e- CONTRACTOR'S e.CONTRACTOR'S ADDRESS: `v2(► Y4/ �Cycl JOSti ,lS�v� STATE LICENSE NUMBER: C CU 3S7S`? TELEPHONE: ?O�(- �,?6,2-/6'6 a, HOW MAlly OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS ,3 LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS tt SHOWER PANS OTHER 3 �(/�!b 14.4-V TOTAL FIXTURES: X 3.50 + $15.00 -elZ, S"O MINIMUM PERMIT FEE _ $25.00 SIGNATURE OF OWNER:,�__� G� SIGNATURE OF CONTRACTOR < -�.�---------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. CITY OF �i 800 "UMINGLE ROAD ATLANTIC REACH,FLORIDA 32233-5445 TELEPHONE(904)247-5900 FAX(904)247-5805 SUNCOM 852-5800 DAT JEA Construction & Maintenance 2325 Emerson Street J.a C rk s o n v i II le, PL 3220-'1 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS 71 0 Please call me at 904-247-5826 if you have any questions. Sincerely. A FLANTIC BEACH 90ILDING DEPARTMENT '��CITY OF �n Office of Building Official REQUEST FOR INSPECTIO Date j � ___, Permit No � Time A.M. Received RM, 9 2- Job Addres cality Owner's ,,�� "' Name Contractor UILDf G�-' CONCRETE ELEL"tRICAL P MBING MECHANICAL Framing >< Footing (71 iring Rough �._, Air Cond. & n Re Rooting u Slab C Temp Pole C Top Out ❑ Heating Insulation iE Lintel C] Final C Sewer ❑ Fire Place C Pre Fab READY FOR INSPECTION i A.M. Mon. Tues. Wed. Thurs. Friday A.M. f� ✓✓ j Inspection Made .- .- __�RM. Inspector Final Ins {nspectio `` �� P — Certificate of Occupancy u Date City of Atlantic Beach REPRINT *** CUSTOMER RECEIPT *** OPER: SHAWNA OC DRAWER: 1 DATE: 5/22/08 01 RECEIPT: 8059867 DESCRIPTION QTY AMOUNT TP TM PERMITS-BUILDING 1 925.00 *14 CK PERMITS-BUILDING 1 960.80 *14 CK --PERMITS-BUILDING 1 950.00 *14 CK PERMITS-BUILDING 1 958.08 *14 CK PERMITS-BUILDING 1 950.80 *14 CK TENDER DETAIL CK 10320 9235.00 DATE: 5/22/88 TIME: 15:52:28 TOTAL CHECKS 9235.08 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT Permit Number: 20102 Address: 589 LEVY ROAD#1 Is Permit Type: ELECTRICAL ffimwATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: Date Issued: 5/22/2000 Name: WALSHAW, LARRY Total Fees: 50.00 Address: 90 OCEAN BREEZE DRIVE Amount Paid: 50.00 ATLANTIC BEACH, FL 32233 Date Paid: 5/22/2000 Phone: (904)249-7331 Work Desc: CS252MC,I AC 200AMPS 3PH 4W 208V PVGRW ALUM - NEW SERVICE LARRY D. CARTER ELECTRIC INCPERMIT 50.00 ROUGH ELECTRIC FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED URAND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I;50.00 1A Date: 5;22;00 01 Receipt: rt59a67 CHECKS 1032k� - 00100003221000 AT NTIC BEACH UIL DEPT. CITY- OF ATLANTIC; BEACH, FLORIDA 03 ApprOvtdby APRLICAYI©N FOR FLECI RIC A1. PERMIT 1 y- TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPOIi'1 ANTNOT ICE: IN CONSIDERATION Or PERMIT GIVEN FOR UOII4G 1HE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WIT H T HE AlTACIIED PLANS AND SPECIFICATIONS, WIIIC14 ARE A PART HEREOF, AND IN ACCORDANCE WIT11 THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATI.ANT IC BEACH ORDINANCES. ELECTRI AL FIRM: MASTER ELEC1 CIAN SIGNAIUIIE JOURNEYMAN NAME & i � � j" ADaRess:- ! , RFD_BOX_ Ilt.nc;i,i,lzh ........ . . 13E 1 WFEN' . .. RCS,l 1 APT', t } COMM, PUBLIC ( 1 INDUS, ( 1 Y NEW OLD I } REW. ( I AUDITION ( Y., TRAILEII ( 1 TEMP.( I SIGNS ( 1 —______ SCI.FT, smvi E: NEW( } INCREASE ( 1 REPAIR ( } FEE CONDUCTOR SIZC �' SAMPS Zlrr) COPPI`11 ( 1 ALUM. I _ SWIT0 on BREAKER ZOOS AMPS ]LPHI"I f " VOLI 'P(!�' RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY -� FEEDERS NO, SIZE NO. SIZE NO. SIZE LIGIITING 01.11 LETS CONCEALED OVEN TOTAL RECEPTACLES CONCEALED OPENJ TOTAL 0.90 AMr$. J1,tOO At4P8. tawl�clIt_s __._ INCANDESCENT' -. FLUORESCENT&M.V. IrIXBA 0.100 AMID. OVER APPI_IANCFS DOLL 1RANSt'. W AIR- _ -- II.P. RAI ING f1.P. RAI ING C wITIONING COMP.MOTOR OTHER MOTOf1S AMPS CF-11 HEAP: f(W-HEAT 0-1 If Y I.It M01UItS II.P• VVLIA0k ITIS 140. 111.P. VULIAOE PHI ' 1SCC FUU CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT Permit Number: 20103 Address: 589 LEVY ROAD#2 Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: Date Issued: 5/22/2000 Name: WALSHAW, LARRY Total Fees: 50.00 Address: 90 OCEAN BREEZE DRIVE Amount Paid: 50.00- ATLANTIC BEACH, FL 32233 Date Paid: 5/22/2000 Phone: (904)249-7331 Work Desc: CS252MCM-'AL 200AMPS 3PR 4W 208V PVCRL ALUM - NEW SERVICE LARRY D. CARTER ELECTRIC INC PERMIT 50.00 ,ROUGH ELECTRIC FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULEDAWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITHTHE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Date: 5/22/00 01 £eceint: OOSUS7 CHECKS 1032.0 00100003221000 A IC 13EACH ILDIN PT. CITY- OF AnANTIC; BEACH, FLORIDA Approved by— R EL � 1 , APPLICATION FOR �� aICn r N'IFt{MIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: " IMPORI ANT'NOT ICE: IN CONSIDERATION Of PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORT( IN ACCORDANCE WI1H 1H AITACIIED PLANS AND SPECIFICATIONS, WIIICN hRE A PART HEREOF, AND IN ACCORDANCE WITII THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATI-AN110 BEACII ORDINANCES. ELECTR)(AI.FIRM: MAS'T'ER LI.EJOURNEYMAN NAME S / ','��lCI�1�,�<�' A!)DnESS:--�22 ;0 L RFV BOX nl.Dn.f,I7.E RES, ( I APT'. I ! COMM, (LJ'll PUBLIC I ? INDUS, ( ) I NEW 1 OLD ( ) REW. ( 1 ADDITION I L•, TRAILER ( I TEMP. ( } SIGNS ( SERVICE: NEW( ) INCREASE ( I REPAIR { ? FEE CONDUCTOR SIZE G G AMPS {� COPPI-It 1 I ALUM. SWITCH OR BREAKER AMPS PH r2 (� RACEWAY EXIST.SERV.SIZE AMPS PIi W VOLT RACEWAY FEEDERS NO, SIZE I NO. SIZE NO. SIZE LIGHTING OU'lLETS CONCEALED OPEN TOTAL HECEPT'ACLES CONCEALED OPEN TOTAL o.SO Aiarg. X1.100 AIdPR. INCANDESCENT, FLUORESCENT d M.V. I°IXED 0.100 AMID. Arrt_IANCsnsI3CLL IRANSr, AIR II,P. RAT ING II.P. RAT ING C NVITIONING COMP.MOTOR OTHER MOTORS AMPS lCFII IIEAI': f(W•ILEAT 0.1 11YLil -- MoTUItS V06 AGk f I IS NO. I II.P. VOLT AGE PH I8C� aus , TL)A AIVEnnRAr r20. ��I .. .� ...... � �ROP.: tTY Z7ESCRIPTION �oo it n _�crF/'r�'�E/1T 4o� ns, Lot # Bloch � Section;• #j ,�/"�"t� (� ! VBG r()/1 �IVED Subdi.visLon: �Gn , rr cF w;?3 i2 U 2000 Street Name �/-2 3 17E 'CZz=PTION OF W� of Atlantic Beach S_'!or Addres : 4 F_V Rn E I in a. FLOOD HAZARD �t,ti I•din .� and Zoning Flood Zone: area complete page 3) A Brief D sILrip o //'rev h'cl Class of Work: (Neve/ Remodel/Addition: k ZONING Z2TEC724=CW Type of Con t cti n: (fDzn 1E'rC4rt/ Zoning Proposed District: 1. Use: Estimated Estimated Value $ 09_;25yL-va, Q Exceptions or Variances Materials:( e, 1`r_ge Granted: �/�} Solid or Filled Ground:- Ro f: Method of Heating: �r OWNM OIT Property Owner: el V 1jet 1 :Al(,u Phone• Z Y 9- T Ma ling Address 1O�� 7 . Zip: „t CONTRACTOR INB'ORPIATION Contractor: �a .S'�/' C'7" Phone: ?a T d-CP Mailing. g ss: Zig: Eeriory, P,)_ C. -- STATE LICENSE NO: � o y�� 3 � Datate:_�(�(�' I HEREBY CERTIFY THAT` I HAVE READ AND EXAMINED' THIS APPLICATION AND' KNOW THE SANTE TO BE TRUE AND CORRECT_ ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH-, WHETHER SPECIFIED HEREIPI OR NOT. THE GRANTING- OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, RZGULATT.ONS, ORDINANCES, OR LAWS IN A.Ny MANNER, INCLUD-ING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPQRTIN.Gr"OA-TA,:IMVI� BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signatfire DATE Contractor. Signature 'AJL4�4� -DATE- ills `Do T SWORN TO AND SUBSCRIBED BEFORE. ME_ BY m t ch a e( /I. B u e rn'.t_ THIS b t� DAY OF ;L aOpo . aF` r rvg� MILLICENT R HUGHESv `I MY COMMISSION#CC 733285 NOTARY PUBLIC EXPIRES:D4/14/2002 1-900.3-NOTARY Fla.Notary Services&Bonding Co. FLOODPLAIN DEVELOPMENT INFORMATION Location:: STF-SuIr sl?rg/,F t/Y Type of Development: Flood Zone: Required Lowest Floor Elevation: 9 13 PLN If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date Applicant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation 3. Survey Filed with Building Department Building Department Rep esentative CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address LF_ V Date L1, oo Heated Sauare Footage @ per sq it = $-T Garage/Shed Cd $ per Sq ZE t = $ CarportiPorch k $___per sq at Deck $ per sa ft Patio -r sq ft .__pp TOTAL VALUATION: vL� 000 Total Valuation 1st /00. on Remaining value $,3. per thousand or portion thereof TOTAL BUILDING FEE S + 1/2 Filing Fee ( ) Fireplaces @ $15 , 00 $ BUILDING PERMIT FEE CI�F-01T- Foe F-KfSr1A1(.— WATER IMPACT FEE 3 il,r-,0(r r-v/, Fy,,T/,Oc SEWER IMPACT FEE WATER METER/TAP CAPITAL IMPROVEMENT (OSY 00 SEWER TAP RADON (HRS) . 0050 — SECTION H PAVING $ HYDRAULIC SHARES 8 CROSS,,CONNECTTON $_ 3J -C.6 SURCHARGE . 0050 G OTHER GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechanical_; Plumbing Electric/New Electric/Temp : SwimminaPool-- - -- Sept-1c Tank Well-_; Sign. Finish Floor Elevation Survey Other CALCULATIONSand/or NOTES : w a v f OF AT. BEACH ' €iEEARTmE-NT OF BUILDING 800 Seminole Road-Adantic Bim, FL 32233-Tel: 2147-5826-Fa)c 247-58777 ELECTRICAL PERMIT r Permit Number: 21268 i !Address: 589 LEVY ROAD#1 Permit Type: ELECTRICAL � ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION , Township: Range: Hook: Proposed Use: COMMERCIAL Logo: Block: Section: Square Feet: Subdivision: Est Value: Parcel Number: Improv.Cost: M-Z-,;;.t Date Issued: 1110/2001 Name: HAWJARRY Total Fess: 25.00 Address: 90 OCEAN BREEZE DRIVE Amount Paid: 25.60 ATLANTIC BEACH, FL 32233 Date Paid; 1/10/2001 Pbons: (904 249-7331 Work Dose: WIRE FOR ENABUILDOUT AMERICAN ELECTRICAL ORA NCTING PERMIT ~ 25.00 I a.-::� .�.,.....�.,..-.z-.-�....�....,.=....y.-��- . -�..:.... � - -tea•.-. .�. . -��. .,.- _., .mss a- �':yS-"•'Jpr., __. Ys., -.-.._.._ _ '� :.ate_a .r.- -• � a�:-S$ a `ms's.—'a` ROUGH ELEC, C - FIWL ELECTRIC f NOTICE- SPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATE AL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEAR D UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER I "FAILURE TO OMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAY.1 TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCOR C TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION APPLICABLE PROVISIONS OF LAW. I&M iii 4e,— ep- INte: 1/3/9101 Receipt: BIS ATLANTIC B.E I CHB EPT N 9Bf19329191t1 CITY OF ATLANTIC BEACH, FLORIDA' �.+._.•,��n TCS �tit s.nter=s.r•.a�,ti.,r,�......�.....l . Fp _ DATE f IMPORTANT NOTICE: IN CONSIDERATION OF PLRMIT GIVEN FOR DOING THE WORK AS oESCRIRED IN Tri€. €;LLCWING, W ii�R 'i�ri AW)i€` ;'O tl RFORM SAJ0 WORK tN ACCORDANCE WITH THE ATTACHED PLANS AND SPEUIFICATIONS, Wiffi H AREA PA'-KT I ERRE;F,AIND IN ACCORDANCE WITH-THE E.►.9CTRICAL REGULATIONS, l:ia1`it:5 AtiitC t'^� orf ATLANTIC BFACH ORDtNANCI:S. f LECT ICAL F.Fi5M: } ,,,,.rte+ r� crrs{�i�s SIGNATURE NAME .! 1tZAS?dR t / ___ T RFD------BOX I �` -BETWEEN: Bt•i�.SDE - - � _ REST.I 1 APT.( I cow. PUBLIC I ) INME.I 1 NEW I 1 OLD I ) Re".{ ) AOorrioN{ I TRAILM i ) TEW.t 1 SIGNS t ) SO.Fl. SERVi Ift NEIN( I INMEAM I 1 REPAIR( ! FEE IoN+IOLWT091 S!ZE AMPS GE)rPER ALUM. WATCH OR BREAKER AMPS PH W V I T PAC-10 0tI5T. V. ;z IF e: Am „W 1, � VOL-r - 11ACEWAY "r-oaRS NO. SIZE NO. SIZE No. sirE LIGIMNG OUTLETS CONCEALED opr.N TOTAL FIE WTACLES CONCEJII,ED OP'F.11i TSfTAL ¢.�r� Mme. �i_toa w�tral. �w�i�:ri-•• � lXCAN[)E=EAIT L� FLL1ORESMENT&M.V. r FIXED 1a-loo Amp% �e A�t'LiAFft�E+ fiiT L T�I,Il1H'SF. AIR ! H.P.RATING H.P.RATING ” 1 eahmF•;Fer wa I COMB_MOTOR OTHER MOTORS AMPS CEIL HEAT KW-HEAT FACTORS H.P. VOLTAGIe =PWNO. ++ B•!• VOLT AS F':'� MISCELLANEO t TRANSFORMER& I UNDER 600 V. _ III OVER SIN V. P.O. &w.A NO_ WA W.NEDN TRANSF. NO. VA. ARA. MOTOR SITE SWITCH FLASHER LAC"SIGN RN-10-2001 1.1ED 11. 11Arl ID!247-5e45 PAGE;a-1 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT-INFORMATIC} . ,. .....LOCATION.IN ORMATtQIrt.: . , T x . .... . .; Permit Number: 21247 Address: 589 LEVY ROAD#1 Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: -j ,OiiVN R IiVi= MA►TI I ,_. . Date Issued: 1/09/2001 Name: WALSHAW, LARRY Total Fees: 25.50 Address: 90 OCEAN BREEZE DRIVE Amount Paid: 25.50 ATLANTIC BEACH, FL 32233 Date Paid: 1/09/2001 Phone: (904)249-7331 Work Desc: INSTALL PLUMBING IN BUILDOUT Pt SKINNER PLUMBING, INC. PERMIT 25.50 TOPOUT FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. labs 1/99/11 11 It hilt:ON4774 NTIC BEACH UILDING D T. M1IIY13>'i:1811 2493 JA 01 11:34A FROM: 247-5545 TO:97202290 P: 1/1 A% CITY OF ATLANT ZC EFDACH APPLICATION FOR PLUMBING PERMIT' JOB LOCATION: 519 _Eyy OWNER OF PROPERTY: PI-A6. TELEPHONE NO. PLUMBING CONTRACTOR s)(%1VNe R rZ A . C O, Z fv C, CONTRACTOR' S ADDRESS : zy& /9/z1./VFrdcwo qyF, J2 2/ / STATE LICENSE NUMBER: 64l,740 q 0 6 cl TELEPHONE:2 z 7 7 OOC7 How MANY or WEE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS i LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) l OTHER 1-O+vn T wi,y TOTAL FIXTURES:— x $3. 50 + $15 -00 Q MINIMUM PERMIT FEE — $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: � a ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL .A DAY AHEAD TO SCHEDULE INSPECTIONS - (904 ) 247-5926 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL 247.5826-FAX. 247-5B77 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21351 Address: 589 LEVY ROAD#1 Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: Est.Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 1/29/2001 Name: WALSHAW, LARRY Total Fees: 43.00 Address: 90 OCEAN BREEZE DRIVE Amount Paid: 43.00 ATLANTIC BEACH, FL 32233 Date Paid: 1/29/2001 Phone: (904)249-7331 Work Desc: INSTALL HVAC CONTRA 5 PAWN FEES ARLINGTON AIR CONDITIONING PERMIT 43.00 v Ct1otS ROUGH MECHANICAL FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. _ LG1✓'�G d` $43.68 14 ATLANTIC BEACH BUILDING DEPT. CHEF 1/29/61 ei Receipt: 663810847 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC■sACN,FLORIDA Jla]] APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT—Applicant to complete all items in sections I, II, III, and IV. LOCATION Shed Addnu: sr OF Iderading slr•.tu 10-4 And BUILDING srb-dlriJen II. IDENTIFICATION —To 6e completed 6y all applicants. to eon.id...fie. a( p.—Itqi••n III, doing the —k a dererib.d ie the.6— Nete,n.nl..•1,•n6v•q,.•to p.rlorm aid+ork in M •ccord•nee ilk • •tl•dlyd III.- •.d ,p-ific•11om ehich .a • p.rf h•r.ol ..d in .ccord—c• eilh the CRY of Jecksonrille wdu inanr end dondords of good.pnctic• tided IMr•in. me..d W.46014.1Cenfnelen Golre•fer Ipriall -' C Y M•.br N.rs••! ►eMrfY O.••r sigaetre e(Or.v siged•e •( er Aufherind Agenf A,.hil.ef or Eeglnev Ili. GENDAL INFOR N A. Tyr of heattag fuels 8. IS OTHER CONSTRUCTION 111111314%CONK aN Eiadde THIS YUILOINO OR SITE ❑ Ge.—❑ V ❑ Nalrrel ❑ Centel Ut"Ity, IF YES, GIVE NUMBER OF CONSTRUCTION Q OE PERMIT ❑ Ct6w—Specify IV.MECHANKA&IQUIPMWT TO BB INSiAlLBO NATURE OF WORK (►reside wnplete ILf of serspseesh ea beck of this llsvet( �0 Residential or 1--Commercial M- Waal ❑ Span ❑ EaconeddEr G.eel O Raw Il New Building ' Air C ondtflesiav 13 Isom Erlintel ❑ Existing Building �orer SysMsl hleNrie iekse.ey� �❑� R��ep'lacement of existing system Maelrsunr capseily, r l's. 6YNew installation INo systern previously Installed) ❑ Extension at add-on to exlaling system ❑ Rs(rlsaeNs ' ❑ Other—specify (3 Coolies lever•. CaowtY 9 Mr► . Q pee grlamorer N"Miswe of heade - . Q Eleveler Q MaRliff ❑ faralohr (erreber) Tws 7r^M 1,01L Optima Un ONLY (3.Gat"1111e pvmps. --(areebwl (ft rlwd) . Q.•Teek• (awRb•r) Renr•d. ❑ 1JG oesbinere (evrnber) ❑ Us(Ged pwrre.ewef ❑ Bollen ►email Approved by Del- . 0 0*-—.St�h ►ennif c•- . LIBT ALL SQQIPMENT AIB. CONDTTIONlNG AND REFRiGERATIOP( CQUDrME IT c. aRr Ams . RTlwttterLTnita Description U0641 Number ]tanulaatau+r ( ) A4-My 127 E 13? MAMNG•PURNAC8.3, BOILERS, PU18PLACES Number Vslts Deearlpf3aa Xogd Number Xaaulaatnrer —b TANKS now X-7 Montilla"Caoeakb' Type L%Uid Nana of �+lal App pt a"Dlmaadma Caatatned Irn—factux No. �+s�y Permit No.—,--�� ` R/►MCO ►COMM 4dO - - - - .��y,,�w. _ _ �... ..... . FS 713.13 Slat-- ".� �!: - 9"AAI i��**- RYA E�.inki County+of `., Vr9L PHONE#�. Sr-0R-H_31 Book 9853 Page 1826: The undersigned hereby gives notice that Improvements will be made to certain real property, and in accordance vAth sectio: 713.13 of the Florida Statutes_ the following Infnn?+at!on ss provided- In lois r tri�10E 11OF COI:",-4ENCE.tEN;. Legal description of property (Include Street Address; it�availabiati tit r General description of Impr`ove'mentst -_ -Owner-- -LG► c-ry �• �-�l�.��hc,.,�' Address-9^ Ownees Interest In site of the improvremen, Fee Simple Title holder Of other than owner) Flame Addrsas /! Contractor - `�..:_.04.1 / ��'�''U u�e22A; Address Surety dl —� Address Amount of bond S _fir Any person making a ioan for ►..e construction of the improvements: f Name- -- /y6.V1 e Address Person within the State of Florida designated by owner upon whom notices or other documents may he serve_as provided b:. Section 713.13141( ., Fiarlds Statutes. Name_ 14r'0 V -- Address In addition to himself, owner designates Of receive a copy all the Lienof s Notice as provided in Section 713.13(1)(b), FiqrldgA Statute _ Expiration date of Notice of Commencement!the expiraVcm date Is ,z 'frncnP-c. ,.� .g;.sr:iess a different date is THIS SPACE FOR RECORDER'S USE ONLY � (• u tSlgnat%o@ 9f Owner � Printed Signature of Owner at Sworn to and subscribed before me this \� day o: hoct�-.'S 0996C ' p Page:1826 Flied A Record 01/1E/E001 02:41:06 PM a JIM FULLER = ter+ a�_a,ile v ��can CIRCUIT COURTDONNAQMAMBY DUWL CW MTY TRUST I"= s 1.00 CQPY FEE $ r 001,W.- -- MOTTrY t 4 AA CITY OF 800 SEMINOLE ROAD _ ATLANTIC BEACH,FLORIDA 32233-5445 -- - TELEPHONE (904) 247-5800 FAX(904)247-5805 SUNCOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS 2—ee k 59� - - 0 ,3 4FVY re—V , Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT fiRlVlt?![VFO�IV�A�'tON LMCA .. ° Ili' RMaTII ." Permit Number: 22191 Address: 589 LEVY ROAD#2 Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: REMODEL Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: tON, Date Issued: 6/18/2001 Name: 1NALSHAW, LARRY I Total Fees: 32.00 Address: 90 OCEAN BREEZE DRIVE Amount Paid: 32.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/18/2001 Phone: (904)249-7331 i — RE AC Work Desc: RECEPTACLES, OUTLETS, SWITCHES&W{ TINAA bN AMERICAN ELECTRICAL CONTRACTING= PERMIT 32.00 3 v .ie aim �. x rn:o ¢Tm y u NOTICE- IN PECTI01 = T�BE REQUE 51)D AT LEAST 24 HOURS P 'OR TO IN BUILDING MATERIAL;,RUBBISH i0.' . DEBRIS FROM THIS WORK MUST NOT BE ACED IN P14BLIC SPACE, AND MUST BE CLEARED UP_AND HAULko'AWAY BY EITHER CONTRACTOR ORO ER "FAILURE TO COMPL1f,WITH T STRUCT)ON LIEN J CQN REStl&IN THE PROPERTY OWNER PAIt'1NGO E ,T�" ISSUED ACCORDING TO APPROVM LRN$ NHI1CH 'I�tT i F p AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRO 1'84ONS � fl 1 r T 1 '' L,•; L. c %=f 1 "'r` $32.0014 ATLANTIC CH BUILDING DEPT. Date: 6/18/61 01 Receipt: 8866436 CHECKS 1 661666I'r+3i;�1866 Suilding Department 904-247-5805 p. 1 a CITY OF ATLANTIC BEACH, FLORIDA •r.•o-•.w APPLICATION FOR ELECTRICAL PERMIT To THE CHIEF VIUCTRICAL INSPECTOR: DATE: IMPORTANT NOTIC& IN CONSIDERATION OF PgRiArr aim FOR Dome THE wORK A5 DEscR{S£A 1N THE FOLLOWING, WE HEREBY AGREE TO FLIM) U SAID WORK IN ACCORDANCE wffm THE ATTACHED PLANS AND SPECIWATIONS. WMCH ARE A PART HEREOF,AND IN-ACCORDANCE WITH-THE EUMMICAL R99ULAMONS,COMM AND C"OF ATLANTIC BEACH ORDINANCES. g JAL FIRM: waiiA ELI:CTRLCIAN j$NATU f= �NNeyuwp NAIME _416 6e27__ AADDRAM � , pOx SLOG.S1zE rna'��7 I`Jq-.,arw I�1'"A l0 67' RES.1 ) APT.I ) COMM.t"1 PU133/LIC( !. INDUS.I I NEW 1 1 OLD 44-___AlEW-{ ) AOOITioN( i TRAILIERl 1TAMP.I ) moms 1 ) $O.FT. san"CL. uk-w(W-l", W/INMIGASS r I REPAIR(Of"' O/ rt COMOIN moi" AMPSICOPPER OR 9R K FM N1 Z�{spy T AY MOST.SIRV.SIZE PH W VOLT FUMGRS NO. SIZA NO. SIZE. NO. SIZE C NGFJIL TOTAL .... D L1GNTtiN6 {.EFS OPEIu . I IIER'�VTALI.E6 coNCEALED oPFN TOTa 0.70 AUM. 71-106 Aj swrt'Caara l , M I CANDESC"ff /►7 FLUORE9aw s M.V. PIXft cbL/ APDL IANC" SCLL TAAMSF. AIR M.P.RATWG H.P.RATING ND COITIONING CQNIP.MI070R Oi}IER MO 70RS AMPS ID&.MQA IOW-NEAT 01 qy NDT H.P. I VOLTAGE PNS NO. t ILL'. X2LTAGE PNS f I.ANEOU LLnA- lei JAM TR RM! umiR floo V. OVER on V NO. 1CYA NO. INA MO.NEON TRANSF. NO. YA. MA. MOTOR SIZE SWYfCH FlAs1+E EACH SIGN • FORwaROEo s Tb7AL FEES CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 21545 Address: 589 LEVY ROAD#2 Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: 20,000.00 `' Date Issued: 3/02/2001 Name: WALSHAW, LARRY Total Fees: 165.00 Address: 90 OCEAN BREEZE DRIVE Amount Paid: 165.00 ATLANTIC BEACH, FL 32233 Date Paid: 3/02/2001 Phone: (904)249-7331 Work Desc: Firewall & H.C. Bathroom . w. . k- " FREIHA REDA TOUFIC PERMIT 165.00 YI ga FINAL COVEF _- NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTI BEACH BUILDING CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PE MIT iNFtSRMATION OCAfiI N INF .RIlAATlON Permit Number: 21545 Address: 589 LEVY ROAD#2 Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: COMMERCIAL Logs): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: 20,000.00 O ER INFORMATION Date Issued: 3/02/2001 Name: WALSHAW, LARRY Total Fees: 165.00 Address: 90 OCEAN BREEZE DRIVE Amount Paid: 165.00 ATLANTIC BEACH, FL 32233 Date Paid: 3/02/2001 Phone: ")249-7331 Work Desc: Firewall & H.C. Bathroom FREIHA REDA TOUFIC PERMIT FEES 165.00 FINAL COVER UP NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTI BEACH BUILDING CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 R MfT INFORMATION LOCA ON INFWINTION Permit Number: 21545 Address: 589 LEVY ROAD#2 Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: COMMERCIAL Loos): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: 20,000.00 OWNER INF MAT—M Date Issued: 3/02/2001 Name: WALSHAW, LARRY Total Fees: 165.00 Address: 90 OCEAN BREEZE DRIVE Amount Paid: 165.00 ATLANTIC BEACH, FL 32233 Date Paid: 3/02/2001 Phone: (904)249-7331 Work Desc: Firewall& H.G. Bathroom CONTiA SR, h f FEES FREIHA REDA TOUFIC PERMIT 165.00 344"ulna ns`Re °71ir+ l FINAL COVER UP NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTly BEACH BUILDING CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 2 r V Y Iq D. Aj 7,1 -,z 10 0 U(CD ave Date S - - 0 1 Heated Square Footage : @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch A @ $ per sq ft = $ Deck _@ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION : $ �1600 $ Total Valuation 1st $ !F ! S` $ S' Rem ining Value $� per thousand o portion thereof TOTAL BUILDING FEE $ O + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ - BUILDING PERMIT FEE $ f� WATER IMPACT FEE $_ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP S ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ l O ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES : TNO.—._ NOTSCE OF OMMENCEBVIEISIT FAf307t3 � � Tax axF3ciio No. State of Florida County of The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with sectio: 713.13 of the Florida Statutes, the following information is provided In this NOTICE OF COMMENCEMENT. Legal description of property (Include Street Address, If available) <,71 L r gig, X wc- J (A .4 '. General description of lmprolvements Owner L_r r 4--, t4 'W t 5 k Address 10 ��rp,.r..r l�-r/Y, � �yr (V�– .c_ �S—��.• 3� ,"Z Z' Owner's Interest In site of the lmprovemen 2u' Fee Simple Title holder (if other than owner) Name Address r Contractor Address 2 Z Surety_ ,�,� _ Address Amount of bond S Any person maidng a loan for the construction of the Improvements: Name Address Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided b� Section 713.13(1)(a)T., Florida Statutes. Name Address In addition to himself, owner designates Of to receive a copy of the Lienoes Notice as provided In Section 713.13(1)(b), Florida Ststutes. Expiration date of Notice of Commencement(the expiration date Is 1 y froMt h dat f recd niess a different date is specified). THIS SPACE FOR RECORDER'S USE ONLY nature Ar r'✓ f Printed Signature at Owner/ Sworn to and subscribed before me this / day o, L-A'fCL,tG a� y Ccm P.52612001 ^Notary Public ed By sem 'fir�F:S6uc �" No.GC6. RECEIVED M� u 1 2001 City of Atlantic. Beach Building and 7caning- CITY OF ATLANTIC REACH PERMIT .APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING, DEMOLITIONS Owner(s) 'S b Job Address: 5 1 Z y- 6 Phone: Z y 773 3 Lot # Block or Unit # Subdivision: Contractor: / 1 r,r�/Jj� 9,,, � T'c, State License # 6 6 C Address: �� 2'j ,jr�z�, ,, (ve tj Phone No: City �� State Zip Code 2 Describe work to be done: err �► �� )�[� � 'CC_ Present use of building: ,/G+`� Valuation of Proposed Construction: Z 0, p 0Z0 Proposed use: Q ��llJr— Is this an addition? &0— If yes, what are the dimensions of the added space:2_ft. X 2-0 ft. Will the added area be heated and cooled?� New electrical (or increase),?_7— New plumbing fixtures? �'td New fireplace? New Heat/AC? 2k:a suMaT TFPJE XcmdQiCTA T•) Two (P--s=dTXAL) cowLETE SETS of PLANS, INMUDING SITE PLAN, SURVEY, ZWMGXIIE ,r 5, XCrXCE OF CCWNMCZ2MVT, AND Ofi mm1c,OZRALNToR ArrinADIT, I L+'�t� S CbNTRACTQR. Signature OWNER y Date: / IC21 Signature CONTRACTOR: Date: AS TO OWNER: Sworn to and subscribed before-me this day of7l'�lyzG �� 2001(. 7.r: N+;CominUp.5126/2001 �5VBUnded By Service Ins No.CC650466 NOTARY PUBLIC AS TO CONTRACTOR:— t i personally Known 144Wer ro prq{'omtri Exp.5126/2001 Sw raCSB day of JL �'CG'-G ,2000. ' No.CCC65U4�ibed before me this--�---- 1 personalty Known Ue< (----''NOTARY PUBLIC f� DEC-13-00 WED 01 :50 PM MILLIGAN CONST 904 287 2670 P-01 s. y r7f� �. 0(-OLne-11- °" G2:- ato, � yav GuafT • I ' b i t-. I 4 Of a;WUR,,I- M i i q .IP ----- P U R L I N -------- --- ---------- BEYOND WRAP w/ 5/8" TYPE X" FIRE—RATED GYP. BOARD 3 5/8" (25 GA.) MTL. FRM'G. AT BEAM BOTTOM 24" O.C. MAX. c SUSPENDED CLG. R-19 a OFFICE ONLY � �ltirirtir � 'AT OFFICE ONLY I —HR. PARTITION— I —LAYER 5/8" TYPE "X" FIRE —RATED GYP. BD. ON EA. SIDE — 5 5/8" (25 GA.) MTL. FRM'G. ?4" O.C., MAX. w 3 1/2" INSUL. BETWEEN— UL U419 rT OFF) I-E o )YL"I T NANT TENANT 3 5/8" MTL. PL. w/ 1/ " EXP. ANCH'S. ® 48' O.C. CONC. SLAB i P A R, T r N . NO SCALE DEC-IS-00 WED 01 :50 PM MILLIGAN CONST 904 287 2670 P.01 I �/�U waiT 1 i D tjok 0 I G'► AN: c</a�dr PR ��, 2 -- 4bb3Ter i � - I a x!g- - — Q C%) (A,l i _PURLIN BEYOND GWRAP w/ 5/8" TYPE X' FIRE—RATED GYP. BOARD 3 5/8" (25 GA.) MTL. FRM'G. AT BEAM BOTTOM 0 s 24" O.C. MAX. SUSPENDED CLG. , R_-19 _ ® OFFICE ONLY � '`�— til � 1 � t � 1 ti11r1 � ti1 � 'AT OFFICE ONLY 1 —HR. PARTITION- 1 —LAYER 5/8" TYPE "X" FIRE —RATED GYP. BD. ON EA. SIDE — 3 5/8" (25 GA.) MTL. FRM'G. 0 24" Q.C.- MAX. w 3 1/2" INSUL. BETWEEN— UL #U419 hT u FF) t-E o�L-`/ TENANT T T 3 5/8" MTL. PL. w� 1/2- EXP. ANCH'S. 0 48 D.C. CONC, SLAB 1 -HR . P NO SCALE ASSOCIATED E NGINEERING C ONSULTANTS, INC. Associated Eng. Consultants 522 Stockton Street Jacksonville Fl. 32204 904-381-5687 Associated Eng. Consultants Page 2 Lease Warehouse Date 081800 Hydraulic Design Information Sheet Name - Lease Warehouse Date - 081800 Location - 589 Levy Road Building - Siutes 1-3 System No. - 1 Contractor - Associated Engineering Consultants Contract No. - FP-202400 Calculated By - Mike Bishop Drawing No. - FP-1 Construction: ( ) Combustible (x) Non-Combustible Ceiling Height - Varies Occupancy - Butler Bldg. S (x) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (x) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - 0.2 (x) Wet Make Reliable D Area Per Sprinkler - 120 ( ) Dry Model FRF1 E Elevation at Highest Outlet - 20 ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 8 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200 G Hose Allowance - Outside - N Note Calculation Flow Required - 571 .18 Press Required - 34 .267 At Test Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir- A Date of Test - 8-16-00 Cap. - T Time of Test - 1:30PM Rated Cap.- Elev.- E Static Press - 48 @ Press - R Residual Press - 42 Elev. - 2.0 Well Flow - 1095 Proof Flow S Elevation - 2 U P Location - TEST HYDRANT 589 LEVY ROAD - SECOND HYDRANT 461 LEVY ROAD P L Source of Information - C. WALKER & H. McNALLY - ATLANTIC BEACH WATER DEPT. Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled o Palletized o Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mutt. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G gomputerHgE4g6i4FglbMa�ygg �ePr;;}ided:Route 111 Windham N.H. USA 03087 Associated Eng. Consultants Page 3 Lease Warehouse Date 081800 City Water Supply: Pump Data: C1-Static Pressure: 48 PSI C2-Residual. Pressure: 42 PSI C2-Residual Flow: 1095 GPM 150 Dl-Elevation: 7.796 PSI 140 D2-System Flow:321.81 GPM D2-System Pressure: 34.267 PSI Hose ( Adj City ) :0 GPM 130 Hose { Demand ) :250 GPM D3-System Demand:571.81 GPM P 120 Safety Margin: 11. 929 PSI R 110 E 100 S 90 S 80 U 70 R 60 _ E 50 1 C2 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N 1. 85 ) --- by Hydratec Inc. Route 111 Windham N.H. USA 03087 Associated Eng. Consultants Page 4 Lease Warehouse Date 081800 Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C PVC Standard Elbow D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H 45' Grvd-Vic Elbow I 90' Grvd-Vic Elbow J 90' Grvd-Vic Tee K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N PVC Standard Elbow 0 PVC Tee Branch P PVC 45' Elbow 4 Flow Control Valve R PVC Coupling/Run Tee S Swing Check Valve T 90' Flow thru Tee U 45' Firelock Elbow V 90' Firelock Elbow W Wafer Check Valve X 90' Firelock Tee Y Mechanical Tee Z Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Associated Eng. Consultants Page 5 Lease Warehouse Date 081800 Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7 10 12 C 7 7 7 8 9 11 12 13 D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 1 1.5 2 2 3 3 3.5 3.5 I 2 3 4 3.5 6 5.0 8 7 J 4.5 6 8 8.5 10.8 13 17 16 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 7 7 7 8 9 11 12 13 0 3 3 5 6 8 10 12 15 P 1 1 1 2 2 2 3 4 Q 18 29 35 R 1 1 1 1 1 1 2 2 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 1.8 2.2 2.6 3.4 p 3.5 4.3 5 6.8 w 10.3 X 8.5 10.8 13 16 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H 4.5 5 6.5 8.5 10 18 20 23 25 30 I 8.5 10 13 17 20 23 25 33 36 40 J 21 25 33 41 50 65 78 88 98 120 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0 P Q 33 R S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U 4.2 5.0 5.0 V 8.5 10 13 W 13.1 31.8 35.8 27.4 X 21 25 33 Y Z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Associated Eng. Consultants Page 6 Lease Warehouse Date 081800 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. S001 20 8 9.55 na 24.73 .20 120.00 7.000 S002 20 8 9.21 na 24.28 .20 120.00 7.000 5003 20 8 9.16 na 24.22 .20 120.00 7.000 S004 20 8 10.43 na 25.83 .20 120.00 7.000 5005 20 8 10.45 na 25.86 .20 120.00 7.000 S006 20 8 9.42 na 24.55 .20 120.00 7.000 S007 20 8 9.09 na 24.11 .20 120.00 7.000 S008 20 8 9.04 na 24.05 .20 120.00 7.000 S009 20 8 10.39 na 25.78 .20 120.00 7.000 SO10 20 8 10.41 na 25.81 .20 120.00 7.000 S011 20 8 9.38 na 24.51 .20 120.00 7.000 S012 20 8 9.05 na 24.07 .20 120.00 7.000 S013 20 8 9 na 24 .20 120 7.000 17 20 11.57 na 18 20 11.73 na 15 20 11.62 na 16 20 11.77 na 12 20 10 na 13 20 10.13 na 14 20 10.62 na 9 20 10.14 na 10 20 10.28 na 11 20 10.77 na 1 20 9.96 na 2 20 10.09 na 3 20 10.58 na 4 20 12.67 na 5 20 12.71 na 6 20 12.89 na 19 20 14.03 na 20 20 14.89 na TOS 20 15.9 na BOR 2 25.84 na 7 -3 36.4 na 8 -3 36.42 na 250 TEST 2 34.27 na The maximum velocity is 9.44 and it occurs in the pipe between nodes 11 and 6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Associated Eng. Consultants Page 7 Lease Warehouse Date 081800 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn S001 24 .73 1.080 1T 5.762 1.500 9.554 K Factor = 8.0 to 120 5.762 11 24 .73 0. 1673 7 .262 1.215 Vel = 8 . 661 24 .73 10.769 K Factor = 7.54 S002 24 .28 1 .080 1T 5.762 0.800 9.215 K Factor = 8 . 0 to 120 5.762 10 24 .28 0. 1617 6.562 1.061 Vel = 8.503 24 .28 10.276 K Factor = 7 .57 5003 24 .22 1 .080 1T 5.762 0.300 9.164 K Factor = 8 .0 to 120 5.762 9 24 .22 0. 1608 6. 062 0. 975 Vel = 8.482 24 .22 10.139 K Factor = 7 . 61 S004 25.83 1.080 1T 5.762 0.800 10.428 K Factor = 8.0 to 120 5.762 15 25. 83 0. 1812 6.562 1. 189 Vel = 9.046 25.83 11.617 K Factor = 7 .58 S005 25.86 1.080 1T 5.762 1.500 10.452 K Factor = 8.0 to 120 5.762 16 25.86 0.1816 7.262 1.319 Vel = 9.057 25.86 11.771 K Factor = 7 .54 S006 24 .55 1.080 1T 5.762 1.500 9.421 K Factor = 8.0 to 120 5.762 14 24 .55 0.1650 7 .262 1.198 Vel = 8.598 24 .55 10. 619 K Factor = 7 .53 S007 24 .11 1.080 1T 5.762 0.800 9.085 K Factor = 8 . 0 to 120 5.762 13 24 .11 0.1596 6.562 1.047 Vel = 8 .444 24 .11 10.132 K Factor = 7.57 S008 24 .05 1.080 1T 5.762 0.300 9.036 K Factor = 8.0 to 120 5.762 12 24 .05 0.1589 6.062 0.963 Vel = 8 .423 24 .05 9. 999 K Factor = 7. 61 5009 25.78 1.080 1T 5.762 0.800 10.388 K Factor = 8 .0 to 120 5.762 17 25.78 0.1806 6.562 1.185 Vel = 9.029 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Associated Eng. Consultants Page 8 Lease Warehouse Date 081800 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 25.78 11.573 K Factor = 7 .58 SO10 25.81 1.080 1T 5.762 1.500 10.412 K Factor = 8.0 to 120 5.762 18 25.81 0.1809 7 .262 1.314 Vel = 9. 039 25. 81 11 .726 K Factor = 7 .54 SO11 24 .51 1 .080 1T 5.762 1.500 9.384 K Factor = 8 .0 to 120 5.762 3 24 .51 0. 1646 7.262 1. 195 Vel = 8 .584 24 . 51 10. 579 K Factor = 7 .54 S012 24 . 07 1.080 1T 5.762 0.800 9.050 K Factor = 8.0 to 120 5.762 2 24 .07 0. 1591 6.562 1.044 Vel = 8.430 24 .07 10.094 K Factor = 7 . 58 S013 24 .00 1.080 1T 5.762 0.300 9.000 K Factor = 8. 0 to 120 5.762 1 24 .00 0.1582 6.062 0. 959 Vel = 8.405 24 .00 9. 959 K Factor = 7 . 61 17 25.78 1.78 9. 660 11.573 to 120 18 25.78 0.0158 9. 660 0.153 Vel = 3. 324 18 25.82 1.78 1T 13.043 3.370 11.726 to 120 13.043 4 51. 60 0.0572 16.413 0. 939 Vel = 6. 653 51 . 60 12. 665 K Factor = 14 .50 15 25.83 1.78 9. 660 11. 618 to 120 16 25.83 0.0159 9. 660 0. 154 Vel = 3.330 16 25.87 1.78 1T 13.043 3.370 11.772 to 120 13.043 5 51.70 0.0574 16.413 0. 942 Vel = 6. 666 51 .70 12.714 K Factor = 14 .50 12 24 .05 1.78 9. 660 9. 998 to 120 13 24 .05 0.0140 9. 660 0.135 Vel = 3. 101 13 24 . 11 1.78 9.660 10.133 to 120 14 48.16 0.0503 9. 660 0.486 Vel = 6.209 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Associated Eng. Consultants Page 9 Lease Warehouse Date 081800 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 14 24 .56 1.78 1T 13.043 6.370 10.619 to 120 13.043 5 72.72 0.1079 19.413 2.095 Vel = 9.376 72.72 12.714 K Factor = 20.39 9 24 .22 1.78 9. 660 10.139 to 120 10 24 .22 0.0141 9.660 0. 136 Vel = 3.123 10 24 .28 1.78 9. 660 10.276 to 120 11 48.50 0.0510 9. 660 0.493 Vel = 6.253 11 24 . 73 1.78 1T 13.043 6.370 10.769 to 120 13.043 6 73.23 0.1094 19.413 2.123 Vel = 9. 441 73.23 12.892 K Factor = 20. 40 1 24 .00 1.78 9. 660 9. 959 to 120 2 24 .00 0.0139 9. 660 0.134 Vel = 3. 094 2 24.07 1.78 9. 660 10.093 to 120 3 48.07 0.0502 9. 660 0.485 Vel = 6. 198 3 24 .50 1.78 1T 13.043 6.370 10.578 to 120 13.043 4 72.57 0. 1075 19.413 2.087 Vel = 9. 356 4 51. 60 4 .31 12.500 12. 665 to 120 5 124 . 17 0.0039 12.500 0.049 Vel = 2.731 5 124 .41 4 .31 12.500 12.714 to 120 6 248.58 0.0142 12.500 0. 177 Vel = 5.466 6 73.23 4 .31 50.000 12.891 to 120 19 321.81 0.0228 50.000 1. 140 Vel = 7.077 19 4 .31 37.500 14 .031 to 120 20 321.81 0.0228 37.500 0.855 Vel = 7. 077 20 4 .31 lE 13. 937 30.410 14.886 to 120 13. 937 TOS 321 .81 0.0228 44 .347 1.011 Vel = 7 .077 TOS 4 .31 2E 13. 937 19.000 15.896 to 120 1B 16.724 75.259 7 .796 BOR 321 .81 0.0228 1S 30. 661 94.259 2.148 Vel = 7 .077 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ASSOCIATED E NGINEERING C ONSULTANTS, INC. Associated Eng. Consultants 522 Stockton Street Jacksonville F1. 32204 904-381-5687 Job Name Lease Warehouse Building Siutes 1-3 Location 589 Levy Road System 1 Contract FP-202400 Data File LEASE.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Associated Eng. Consultants Page 2 Lease Warehouse Date 081800 Hydraulic Design Information Sheet Name - Lease Warehouse Date - 081800 Location - 589 Levy Road Building - Siutes 1-3 System No. - 1 Contractor - Associated Engineering Consultants Contract No. - FP-202400 Calculated By - Mike Bishop Drawing No. - FP-1 Construction: ( ) Combustible (x) Non-Combustible Ceiling Height - Varies Occupancy - Butler Bldg. S (x) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (x) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - 0.2 (x) Wet Make Reliable D Area Per Sprinkler - 120 ( ) Dry Model FRF1 E Elevation at Highest Outlet - 20 ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 8 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200 G Hose Allowance - Outside - N Note Calculation Flow Required - 571.18 Press Required - 34 .267 At Test Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 8-16-00 Cap. - T Time of Test - 1:30PM Rated Cap.- Elev.- E Static Press - 48 @ Press - R Residual Press - 42 Elev. - 2.0 Well Flow - 1095 Proof Flow S Elevation - 2 U P Location - TEST HYDRANT 589 LEVY ROAD - SECOND HYDRANT 461 LEVY ROAD P L Source of Information - C. WALKER & H. McNALLY - ATLANTIC BEACH WATER DEPT. Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled o Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G gomputerHgEQi6�nglblga�yr6i6 tePrbt}Tded:Route 111 Windham N.H. USA 03087 Associated Eng. Consultants Page 3 Lease Warehouse Date 081800 City Water Supply: Pump Data: Cl-Static Pressure: 48 PSI C2-Residual Pressure: 42 PSI C2-Residual Flow: 1095 GPM 150 D1-Elevation: 7.796 PSI 140 D2-System Flow:321.81 GPM D2-System Pressure: 34.267 PSI Hose { Adj City ) :0 GPM 130 Hose ( Demand ) :250 GPM D3-System Demand:571.81 GPM P 120 Safety Margin: 11.929 PSI R 110 E 100 S 90 S 80 U 70 R 60 E 50 1 C2 40 ------------ 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Associated Eng. Consultants Page 4 Lease Warehouse Date 081800 Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C PVC Standard Elbow D Dry Pipe Valve E 90 ' Standard Elbow F 45' Elbow G Gate Valve H 45' Grvd-Vic Elbow I 90' Grvd-Vic Elbow J 90' Grvd-Vic Tee K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N PVC Standard Elbow 0 PVC Tee Branch P PVC 45' Elbow 4 Flow Control Valve R PVC Coupling/Run Tee S Swing Check Valve T 90' Flow thru Tee U 45' Firelock Elbow V 90' Firelock Elbow W Wafer Check Valve X 90' Firelock Tee Y Mechanical Tee Z Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Associated Eng. Consultants Page 5 Lease Warehouse Date 081800 Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7 10 12 C 7 7 7 8 9 11 12 13 D 9.5 17 28 E 2 2 2 3 4 5 6 7 6 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 1 1.5 2 2 3 3 3.5 3.5 1 2 3 4 3.5 6 5.0 8 7 J 4.5 6 8 8.5 10.8 13 17 16 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 7 7 7 8 9 11 12 13 0 3 3 5 6 8 10 12 15 P 1 1 1 2 2 2 3 4 Q 18 29 35 R 1 1 1 1 1 1 2 2 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 1.8 2.2 2.6 3.4 V 3.5 4.3 5 6.8 w 10.3 X 8.5 10.8 13 16 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H 4.5 5 6.5 8.5 10 18 20 23 25 30 I 8.5 10 13 17 20 23 25 33 36 40 J 21 25 33 41 50 65 78 88 98 120 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0 P Q 33 R S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U 4.2 5.0 5.0 V 8.5 10 13 w 13.1 31.8 35.8 27.4 X 21 25 33 Y Z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Associated Eng. Consultants Page 6 Lease Warehouse Date 081800 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. S001 20 8 9.55 na 24.73 .20 120.00 7.000 S002 20 8 9.21 na 24.28 .20 120.00 7.000 S003 20 8 9.16 na 24.22 .20 120.00 7.000 5004 20 8 10.43 na 25.83 .20 120.00 7.000 5005 20 8 10.45 na 25.86 .20 120.00 7.000 5006 20 8 9.42 na 24.55 .20 120.00 7.000 S007 20 8 9.09 na 24.11 .20 120.00 7.000 5008 20 8 9.04 na 24.05 .20 120.00 7.000 5009 20 8 10.39 na 25.78 .20 120.00 7.000 SO10 20 8 10.41 na 25.81 .20 120.00 7.000 SO11 20 8 9.38 na 24.51 .20 120.00 7.000 S012 20 8 9.05 na 24.07 .20 120.00 7.000 S013 20 8 9 na 24 .20 120 7.000 17 20 11.57 na 18 20 11.73 na 15 20 11.62 na 16 20 11.77 na 12 20 10 na 13 20 10.13 na 14 20 10.62 na 9 20 10.14 na 10 20 10.28 na 11 20 10.77 na 1 20 9.96 na 2 20 10.09 na 3 20 10.58 na 4 20 12.67 na 5 20 12.71 na 6 20 12.89 na 19 20 14.03 na 20 20 14.89 na TOS 20 15.9 na BOR 2 25.84 na 7 -3 36.4 na 8 -3 36.42 na 250 TEST 2 34.27 na The maximum velocity is 9.44 and it occurs in the pipe between nodes 11 and 6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Associated Eng. Consultants Page 7 Lease Warehouse Date 081800 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 5001 24 .73 1.080 1T 5.762 1.500 9.554 K Factor = 8.0 to 120 5.762 11 24 .73 0.1673 7 .262 1.215 Vel = 8 . 661 24 .73 10.769 K Factor = 7 .54 S002 24 .28 1.080 1T 5.762 0.800 9.215 K Factor = 8 .0 to 120 5.762 10 24 .28 0. 1617 6.562 1.061 Vel = 8 .503 24.28 10.276 K Factor = 7 .57 S003 24 .22 1.080 1T 5.762 0.300 9. 164 K Factor = 8.0 to 120 5.762 9 24 .22 0.1608 6.062 0. 975 Vel = 8.482 24 .22 10. 139 K Factor = 7 . 61 S004 25.83 1.080 1T 5.762 0.800 10.428 K Factor = 8 .0 to 120 5.762 15 25.83 0.1812 6.562 1.189 Vel = 9.046 25.83 11. 617 K Factor = 7 .58 S005 25.86 1.080 1T 5.762 1 .500 10.452 K Factor = 8 .0 to 120 5.762 16 25.86 0.1816 7.262 1.319 Vel = 9.057 25. 86 11.771 K Factor = 7 .54 S006 24 .55 1.080 1T 5.762 1.500 9.421 K Factor = 8.0 to 120 5.762 14 24 .55 0.1650 7 .262 1.198 Vel = 8.598 24.55 10. 619 K Factor = 7 .53 S007 24 . 11 1.080 1T 5.762 0.800 9.085 K Factor = 8 . 0 to 120 5.762 13 24 .11 0. 1596 6.562 1.047 Vel = 8. 444 24.11 10.132 K Factor = 7.57 S008 24 .05 1.080 1T 5.762 0.300 9.036 K Factor = 8.0 to 120 5.762 12 24 .05 0.1589 6.062 0. 963 Vel = 8.423 24 .05 9. 999 K Factor = 7 . 61 S009 25.78 1.080 1T 5.762 0.800 10.388 K Factor = 8. 0 to 120 5.762 17 25.78 0.1806 6.562 1.185 Vel = 9.029 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Associated Eng. Consultants Page 8 Lease Warehouse Date 081800 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 25.78 11.573 K Factor = 7 .58 SO10 25. 81 1 .080 1T 5.762 1.500 10. 412 K Factor = 8 .0 to 120 5.762 18 25.81 0.1809 7.262 1.314 Vel = 9.039 25.81 11.726 K Factor = 7 . 54 S011 24 .51 1 .080 1T 5.762 1.500 9.384 K Factor = 8.0 to 120 5.762 3 24 .51 0.1646 7.262 1.195 Vel = 8 . 584 24 .51 10.579 K Factor = 7.54 S012 24 .07 1. 080 1T 5.762 0.800 9.050 K Factor = 8 .0 to 120 5.762 2 24 .07 0. 1591 6.562 1.044 Vel = 8.430 24 .07 10.094 K Factor = 7 . 58 S013 24 .00 1.080 1T 5.762 0.300 9.000 K Factor = 8.0 to 120 5.762 1 24 .00 0. 1582 6.062 0. 959 Vel = 8.405 24 .00 9. 959 K Factor = 7 . 61 17 25.78 1.78 9. 660 11.573 to 120 18 25.78 0.0158 9. 660 0.153 Vel = 3.324 18 25.82 1.78 1T 13.043 3.370 11.726 to 120 13.043 4 51. 60 0.0572 16.413 0.939 Vel = 6. 653 51. 60 12. 665 K Factor = 14 .50 15 25.83 1 .78 9.660 11. 618 to 120 16 25.83 0.0159 9. 660 0. 154 Vel = 3.330 16 25.87 1.78 1T 13.043 3.370 11.772 to 120 13.043 5 51 .70 0.0574 16.413 0. 942 Vel = 6. 666 51.70 12.714 K Factor = 14 .50 12 24 .05 1.78 9. 660 9. 998 to 120 13 24 .05 0.0140 9. 660 0. 135 Vel = 3. 101 13 24 . 11 1.78 9. 660 10.133 to 120 14 48.16 0.0503 9. 660 0.486 Vel = 6.209 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Associated Eng. Consultants Page 9 Lease Warehouse Date 081800 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Fn 14 24 . 56 1.78 1T 13.043 6.370 10. 619 to 120 13.043 5 72.72 0. 1079 19.413 2.095 Vel = 9. 376 72 .72 12.714 K Factor = 20.39 9 24 .22 1.78 9. 660 10.139 to 120 10 24 .22 0.0141 9. 660 0.136 Vel = 3. 123 10 24 .28 1.78 9. 660 10.276 to 120 11 48.50 0.0510 9. 660 0.493 Vel = 6.253 11 24 .73 1.78 1T 13.043 6.370 10.769 to 120 13.043 6 73.23 0. 1094 19.413 2 . 123 Vel = 9.441 73.23 12 .892 K Factor = 20.40 1 24 .00 1.78 9. 660 9. 959 to 120 2 24 . 00 0.0139 9. 660 0. 134 Vel = 3. 094 2 24 .07 1.78 9. 660 10.093 to 120 3 48.07 0.0502 9. 660 0. 485 Vel = 6.198 3 24 .50 1.78 1T 13.043 6.370 10.578 to 120 13.043 4 72 .57 0.1075 19.413 2.087 Vel = 9.356 4 51. 60 4 .31 12.500 12. 665 to 120 5 124 . 17 0.0039 12.500 0.049 Vel = 2.731 5 124 .41 4 .31 12.500 12.714 to 120 6 248.58 0.0142 12.500 0.177 Vel = 5. 466 6 73.23 4 .31 50.000 12.891 to 120 19 321.81 0.0228 50.000 1.140 Vel = 7 .077 19 4 .31 37.500 14.031 to 120 20 321.81 0.0228 37.500 0.855 Vel = 7 .077 20 4 .31 lE 13. 937 30.410 14.886 to 120 13. 937 TOS 321 .81 0.0228 44.347 1.011 Vel = 7 .077 TOS 4 .31 2E 13. 937 19.000 15.896 to 120 1B 16.724 75.259 7 .796 BOR 321.81 0.0228 1S 30. 661 94.259 2. 148 Vel = 7 .077 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Associated Eng. Consultants Page 10 Lease Warehouse Date 081800 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn BOR 6.08 2E 14 .169 64 .200 25.841 to 120 28.339 10.166 Fixed loss = 8 7 321.81 0.0043 92.539 0.395 Vel = 3.556 7 10.02 1T 75.553 4.790 36. 401 to 150 75.550 8 321.81 0.0002 80.340 0.020 Vel = 1.309 8 250.00 6.16 1.370 36.421 Qa = 250 to 140 -2.166 TEST 571.81 0.0088 1.370 0.012 Vel = 6. 156 571.81 34.267 K Factor = 97 . 68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ASSOCIATED E NGINEERIN C ONSULTANTS, INC. Associated Eng. Consultants 522 Stockton Street Jacksonville Fl. 32204 904-381-5687 Job Name Lease Warehouse Building Siutes 1-3 Location 589 Levy Road System 1 Contract FP-202400 Data File LEASE.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Associated Eng. Consultants Page 2 Lease Warehouse Date 081800 Hydraulic Design Information Sheet Name - Lease Warehouse Date - 081800 Location - 589 Levy Road Building - Siutes 1-3 System No. - 1 Contractor - Associated Engineering Consultants Contract No. - FP-202400 Calculated By - Mike Bishop Drawing No. - FP-1 Construction: ( ) Combustible (x) Non-Combustible Ceiling Height - Varies Occupancy - Butler Bldg. S (x) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (x) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - 0.2 (x) Wet Make Reliable D Area Per Sprinkler - 120 ( ) Dry Model FRF1 E Elevation at Highest Outlet - 20 ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 8 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200 G Hose Allowance - Outside - N Note Calculation Flow Required - 571.18 Press Required - 34 .267 At Test Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 8-16-00 Cap. - T Time of Test - 1:30PM Rated Cap.- Elev.- \ E Static Press - 48 @ Press - R Residual Press - 42 Elev. - 2.0 Well Flow - 1095 Proof Flow S Elevation - 2 U -- P Location - TEST HYDRANT 589 LEVY ROAD - SECOND HYDRANT 461 LEVY ROAD P L Source of Information - C. WALKER & H. McNALLY - ATLANTIC BEACH WATER DEPT. Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled o Palletized o Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G gomputerHgEQi6A R,blga�ygg �ePr;l}ided:Route 111 Windham N.H. USA 03087 Associated Eng. Consultants Page 3 Lease Warehouse Date 081800 City Water Supply: Pump Data: Cl-Static Pressure: 48 PSI C2-Residual Pressure: 42 PSI C2-Residual Flow: 1095 GPM 150 Dl-Elevation: 7 .796 PSI 140 D2-System Flow:321.81 GPM D2-System Pressure: 34.267 PSI Hose ( Adj City ) :0 GPM 130 Hose ( Demand ) :250 GPM D3-System Demand:571.81 GPM P 120 Safety Margin: 11. 929 PSI R 110 E 100 S 90 S 80 U 70 R 60 E 50 1 C2 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Associated Eng. Consultants Page 4 Lease Warehouse Date 081800 Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C PVC Standard Elbow D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H 45' Grvd-Vic Elbow I 90' Grvd-Vic Elbow J 90 ' Grvd-Vic Tee K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N PVC Standard Elbow 0 PVC Tee Branch P PVC 45' Elbow Q Flow Control Valve R PVC Coupling/Run Tee S Swing Check Valve T 90' Flow thru Tee U 45' Firelock Elbow V 90 ' Firelock Elbow W Wafer Check Valve X 90' Firelock Tee Y Mechanical Tee Z Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Associated Eng. Consultants Page 5 Lease Warehouse Date 081800 Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7 10 12 C 7 7 7 8 9 11 12 13 D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 1 1.5 2 2 3 3 3.5 3.5 1 2 3 4 3.5 6 5.0 8 7 J 4.5 6 8 8.5 10.8 13 17 16 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 7 7 7 8 9 11 12 13 0 3 3 5 6 8 10 12 15 P 1 1 1 2 2 2 3 4 Q 18 29 35 R 1 1 1 1 1 1 2 2 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 1.8 2.2 2.6 3.4 v 3.5 4.3 5 6.8 W 10.3 X 8.5 10.8 13 16 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H 4.5 5 6.5 8.5 10 18 20 23 25 30 I 8.5 10 13 17 20 23 25 33 36 40 J 21 25 33 41 50 65 78 88 98 120 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0 P Q 33 R S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U 4.2 5.0 5.0 V 8.5 10 13 W 13.1 31.8 35.8 27.4 X 21 25 33 Y Z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Associated Eng. Consultants Page 6 Lease Warehouse Date 081800 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. 5001 20 8 9.55 na 24.73 .20 120.00 7.000 S002 20 8 9.21 na 24.28 .20 120.00 7.000 S003 20 8 9.16 na 24.22 .20 120.00 7.000 S004 20 8 10.43 na 25.83 .20 120.00 7.000 S005 20 8 10.45 na 25.86 .20 120.00 7.000 S006 20 8 9.42 na 24.55 .20 120.00 7.000 S007 20 8 9.09 na 24.11 .20 120.00 7.000 5008 20 8 9.04 na 24.05 .20 120.00 7.000 S009 20 8 10.39 na 25.78 .20 120.00 7.000 SO10 20 8 10.41 na 25.81 .20 120.00 7.000 SO11 20 8 9.38 na 24.51 .20 120.00 7.000 S012 20 8 9.05 na 24.07 .20 120.00 7.000 5013 20 8 9 na 24 .20 120 7.000 17 20 11.57 na 18 20 11.73 na 15 20 11.62 na 16 20 11.77 na 12 20 10 na 13 20 10.13 na 14 20 10.62 na 9 20 10.14 na 10 20 10.28 na 11 20 10.77 na 1 20 9.96 na 2 20 10.09 na 3 20 10.58 na 4 20 12.67 na 5 20 12.71 na 6 20 12.89 na 19 20 14.03 na 20 20 14.89 na TOS 20 15.9 na BOR 2 25.84 na 7 -3 36.4 na 8 -3 36.42 na 250 TEST 2 34.27 na The maximum velocity is 9.44 and it occurs in the pipe between nodes 11 and 6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Associated Eng. Consultants Page 7 Lease Warehouse Date 081800 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn S001 24 .73 1 .080 1T 5.762 1.500 9.554 K Factor = 8 .0 to 120 5.762 11 24 .73 0. 1673 7.262 1.215 Vel = 8 . 661 24 .73 10.769 K Factor = 7 .54 S002 24 .28 1.080 1T 5.762 0.800 9.215 K Factor = 8 . 0 to 120 5.762 10 24 .28 0. 1617 6.562 1.061 Vel = 8 .503 24 .28 10.276 K Factor = 7 . 57 S003 24 .22 1. 080 1T 5.762 0.300 9.164 K Factor = 8 .0 to 120 5.762 9 24 .22 0. 1608 6.062 0. 975 Vel = 8 . 482 24 .22 10.139 K Factor = 7 . 61 5004 25.83 1.080 1T 5.762 0.800 10.428 K Factor = 8 .0 to 120 5.762 15 25.83 0.1812 6.562 1.189 Vel = 9.046 25.83 11. 617 K Factor = 7 .58 S005 25.86 1.080 1T 5.762 1.500 10.452 K Factor = 8.0 to 120 5.762 16 25.86 0.1816 7.262 1.319 Vel = 9.057 25.86 11.771 K Factor = 7.54 S006 24 .55 1.080 1T 5.762 1.500 9.421 K Factor = 8 .0 to 120 5.762 14 24 .55 0.1650 7.262 1.198 Vel = 8.598 24 .55 10. 619 K Factor = 7 .53 S007 24 .11 1.080 1T 5.762 0.800 9.085 K Factor = 8 .0 to 120 5.762 13 24 .11 0.1596 6.562 1.047 Vel = 8 . 444 24 .11 10.132 K Factor = 7.57 S008 24 .05 1.080 1T 5.762 0.300 9.036 K Factor = 8.0 to 120 5.762 12 24 .05 0.1589 6.062 0. 963 Vel = 8.423 24 .05 9. 999 K Factor = 7. 61 SC09 25.78 1.080 1T 5.762 0.800 10.388 K Factor = 8.0 to 120 5.762 17 25.78 0.1806 6.562 1.185 Vel = 9.029 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Associated Eng. Consultants Page 8 Lease Warehouse Date 081800 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 25.78 11.573 K Factor = 7 .58 SO10 25.81 1.080 1T 5.762 1.500 10.412 K Factor = 8 .0 to 120 5.762 18 25.81 0.1809 7 .262 1.314 Vel = 9.039 25.81 11.726 K Factor = 7.54 SO11 24 .51 1 .080 1T 5.762 1.500 9.384 K Factor = 8.0 to 120 5.762 3 24 .51 0.1646 7.262 1.195 Vel = 8 .584 24 .51 10.579 K Factor = 7 .54 S012 24 .07 1. 080 1T 5.762 0.800 9.050 K Factor = 8.0 to 120 5.762 2 24 .07 0. 1591 6.562 1.044 Vel = 8. 430 24 .07 10.094 K Factor = 7 .58 5013 24 .00 1.080 1T 5.762 0.300 9.000 K Factor = 8.0 to 120 5.762 1 24 .00 0. 1582 6.062 0.959 Vel = 8. 405 24 .00 9. 959 K Factor = 7. 61 17 25.78 1.78 9. 660 11.573 to 120 18 25.78 0.0158 9. 660 0. 153 Vel = 3. 324 18 25.82 1.78 1T 13. 043 3.370 11.726 to 120 13.043 4 51.60 0.0572 16.413 0. 939 Vel = 6. 653 51. 60 12.665 K Factor = 14 .50 15 25.83 1.78 9. 660 11. 618 to 120 16 25.83 0.0159 9.660 0. 154 Vel = 3. 330 16 25.87 1.78 1T 13.043 3.370 11.772 to 120 13.043 5 51.70 0.0574 16.413 0. 942 Vel = 6. 666 51.70 12.714 K Factor = 14 .50 12 24 .05 1 .78 9. 660 9. 998 to 120 13 24 .05 0.0140 9. 660 0.135 Vel = 3. 101 13 24 .11 1 .78 9. 660 10.133 to 120 14 48.16 0.0503 9. 660 0.486 Vel = 6.209 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Associated Eng. Consultants Page 9 Lease Warehouse Date 081800 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 14 24 .56 1.78 1T 13.043 6.370 10. 619 to 120 13.043 5 72.72 0.1079 19.413 2.095 Vel = 9.376 72.72 12.714 K Factor = 20.39 9 24 .22 1.78 9. 660 10. 139 to 120 10 24 .22 0.0141 9. 660 0. 136 Vel = 3. 123 10 24 .28 1.78 9.660 10.276 to 120 11 48.50 0.0510 9. 660 0. 493 Vel = 6.253 11 24 .73 1.78 1T 13.043 6.370 10.769 to 120 13.043 6 73.23 0.1094 19. 413 2. 123 Vel = 9.441 73.23 12.892 K Factor = 20.40 1 24 .00 1.78 9. 660 9. 959 to 120 2 24 .00 0.0139 9. 660 0. 134 Vel = 3.094 2 24 .07 1.78 9. 660 10.093 to 120 3 48 .07 0.0502 9. 660 0.485 Vel = 6. 198 3 24 .50 1.78 1T 13.043 6.370 10.578 to 120 13.043 4 72 .57 0. 1075 19. 413 2.087 Vel = 9.356 4 51. 60 4 .31 12.500 12. 665 to 120 5 124 .17 0. 0039 12.500 0.049 Vel = 2.731 5 124 . 41 4 . 31 12.500 12.714 to 120 6 248 .58 0.0142 12.500 0. 177 Vel = 5.466 6 73.23 4 .31 50.000 12.891 to 120 19 321.81 0.0228 50.000 1. 140 Vel = 7 .077 19 4.31 37.500 14 .031 to 120 20 321.81 0.0228 37 .500 0.855 Vel = 7 .077 20 4 .31 lE 13. 937 30.410 14 .886 to 120 13. 937 TOS 321 .81 0.0228 44 .347 1.011 Vel = 7 .077 TOS 4 .31 2E 13. 937 19.000 15.896 to 120 1B 16.724 75.259 7 .796 BOR 321.81 0.0228 1S 30. 661 94 .259 2.148 Vel = 7 .077 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Associated Eng. Consultants Page 10 Lease Warehouse Date 081800 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn BOR 6.08 2E 14 .169 64.200 25.841 to 120 28.339 10.166 Fixed loss = 8 7 321.81 0.0043 92.539 0.395 Vel = 3.556 7 10.02 1T 75.553 4 .790 36.401 to 150 75.550 8 321.81 0.0002 80.340 0.020 Vel = 1.309 8 250.00 6.16 1.370 36.421 Qa = 250 to 140 -2.166 TEST 571.81 0.0088 1. 370 0.012 Vel = 6.156 571.81 34 .267 K Factor = 97 . 68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087