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2333 Seminole Rd (VAULT) TYPE WORX PROPERTYO WNER �� SRH®NE �� 7S%� COITRACT'GRr PERWTNUWFR DATA 4AJ/ IZVSREC77ONS: Ff on7VG SLAB =BEAM LLVTF-L NA LLVG/SHE ATHING ,,�F;RAMTVGICOVER UR ' -`j9 ><,Fl7vAL BULLDLNG CEeTIFIC4TE OF OCCUP NCT ET. .CTRICAL PERAIM % q 7 INSREMGNS ROUGH FEVAL MECHANICAL RERMM 12 e) �3 IZVSRECTIONS ROUGH RIND RLU30I NG PERWT'# LVVSPEC77ONS --,rR0UGHA7NDER SLAB A— TOPOUT 7-), WATERISEI*ER FOAL NOTES: CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 18422 Address: 2233 SEMINOLE ROAD UNIT 19 Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: REMODEL Township: Range: Book: Proposed Use: CONDOMINIUMS Lot(s): Block: Section: Square Feet: Subdivision: OCEAN VILLAGE CONDOS Est. Value: 20,000.00 Parcel Number: Improv. Cost: OWNER INFORMATION T Date Issued: 6/25/1999 Name: PEREZ, PAUL I. Total Fees: 46.00 Address: 2233 SEMINOLE ROAD UNIT 19 Amount Paid: 46.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/25/1999 Phone: (_904)246-7512 Work Desc: INSTALL PLUMBING IN REMODEL CONTRACTORS , APP.lIEA10M FEES STEEG PLUMBING PERMIT 46.00 Inspections Re idiftd. UNDER SLAB PLUMBING ROUGH PLUMBING SEWER 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. $46.0014 Date: 6/28/99 01 Receipt: 00055 ATLANTIC BEAC BUILDING DE CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT L �r JOB LOCATION: 2233 OWNER OF PROPERTY: �C' e'L TELEPHONE NO. PLUMBING CONTRACTOR �Dh CONTRACTOR' S ADDRESS : STATE LICENSE NUMBER: f�l) 3 7126 TELEPHONE: I/�-�/�r HOW MANY OF THE FOLLOWING FIXTURES INSTALLED A SINKS SHOWERS LAVATORY WATER HEATERS / BATH TUBS DISHWASHERS URINALS DISPOSALS • ;f CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER r REPIPE 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 i SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax. 247-5877 ELECTRICAL PERMIT LOCATION INFORMATION PERMIT INFORMATION Permit Number: 18417 Address: 2233 SEMINOLE ROAD UNIT 19 J ATLANTIC BEACH, FL 32233 Permit Type: ELECTRICAL Township: Range: Book: Class of Work: N/A Proposed Use: CONDOMINIUMS I Lot(s): Block: Section: Subdivision: OCEAN VILLAGE CONDOS Square Feet: Est. Value: 20,000.00 Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 6/24/1999 Name: PEREZ, PAUL 1. Total Fees: 25.00 Address: 2233 SEMINOLE ROAD UNIT 19 Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/24/1999 Phone: (904)246-7512 Work Desc: WIRE FOR REMODELING CONTRACTORS APP , A FEES BROOKS & LIMBAUGH PERMIT 25.00 Ins ctions Required 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 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. $25.00 14 A TIC BEACH UILDI �DET. Date: 6/24/99 81 Receipt: 00671/842 CHECKS CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: UATE:_�__'Z�e IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, W HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATION`. WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY 0 ATLANTIC BEACH ORDINANCES. ELECTJIICAL FIRM: MASTER LECTRI AN SIGNATURE JOURNEYMA NAME_ _I/}�� __- ADDRESS: �✓�1C "� 1—BOX BLDG.SIZE BETWEEN: RES. II APT. ( ) COMM. ( ) PUBLIC ( 1 INDUS. ( 1 NEW( 1 OLD ( 1 REW. ADDITION ( 1 TRAILER ( ) TEMP. ( ) SIGNS ( ) _ SQ. FT. SERVICE: NEW ( 1 INCREASE ( 1 REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER I I ALUM. ( 1 SWITCH OR BREAKER _ AMPS I'll W VOLT RACEWAY EXIST.SERV.SIZE w AMPS \ PII W VOLT RACEWAY ~ FEEDERS NO. SIZE ]NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED- ,------ OPEN TOTAL RECEPTACLES __ CONCEALED _OPEN TOTAL 0.30 MPs. -- 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT& M. V. FIXED 0.100 AMPS. OVEn - --- nPPunNCEs _ - I BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0'1 OVER MOTORS H.P. VOLTAGE PIIS NO. I H.P. VOLTAGE PHS MISCE ANEOU TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO. NEON TRANSF. — NO. EACH SIGN VA. ! MA. - MOTOR SIZE SWITCH FLASHER ---- --- FORWARDED S TOTAL FEES CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 �L Ire T INI= 7 lILOCATION)NFO ATIO] _. Permit Number: 18337 Address: 2233 SEMINOLE ROAD UNIT 19 Permit Type: REMODELING ATLANTIC BEACH, FL 32233 Class of Work: REMODEL Township: Range: Book: Proposed Use: CONDOMINIUMS Lot(s): Block: Section: Square Feet: Subdivision: OCEAN VILLAGE CONDOS Est. Value: 20,000.00 Parcel Number: Improv. Cost: 20,000.00 Date Issued: 6/08/1999 Name: PEREZ, PAUL I. Total Fees: 154.50 Address: 2233 SEMINOLE ROAD UNIT 19 Amount Paid: 154.50 ATLANTIC BEACH, FL 32233 Date Paid: 6/08/1999 Phone: (904)246-7512 Work Desc: REMODEL KITCHEN, WINDOWS AND DOORS Tldt=T S S. PROPERTY OWNER PERMIT 154.50 _ _ tom; tqui COVER UP FRAMING INSULATION FIN�L BUILDING NOTICE.-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERtAL,,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED 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" ISSUE1 ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i AW JUN 2 45194914 Date: 6/24/99 01 Receipt: 0067141 A IC BEACH UILDING DEPT. CHECKS ofAtfouc $&,839 00100003221000 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address L,62 0 c 1-- 0& 17- � 61'JT�12 10f2- Date atDate - yi� r©0� . Heated Sauare Footage @ $ per sq ft = $ Garage/Shed `` @ $ Per sa ft = S Carport/Porch Lv ` (a -)-Per sa ft = S Deck S( ( Per sa f- $ Patio �" / @ $ per sa ft = S Oa TOTAL VALUATION : S Q 00 Total luation lst $ L 0r7n o S �� W Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE + l; Filing Fee $ (9) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE S WATER IMPACT FEE $` SEWER IMPACT FEE S WATER METER/TA? S CAPITAL IMPROVEMENT $ SEWER TAP S 1 RADON (HRS ) C050 S SECTION H PAVING i r $ HYDRAULIC SHARES S CROSS CONNECTION S ( ) SURCHARGE . 0050 S OTHER $ GRAND TOTAL DUE Z ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmincrPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : O FLA. 1947 LAWS tRl RAMCO FORM AO! FS 71 3.I l �I o � xrtxrt��t �mxtf I►NS►AIIS IN Du►LICA/S1 ilk Book 9310 Pg 1604 r,X QIu fullont it ittag autrent: Z ails The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information in is stated in this NOTICE OF COMMENCEMENT. Description of property........C:?L(,� ,L S ' ZL; �(~ _I M))G k—) v:�`T.`. ...��................to, I�cG� .... ................................................................................ ..... .....� .'.e:.e......61 ..........1.1.`.x. t- ...�Cl....rvt....l.!.4 .................................................. �.. ,.. C�: =tiu� .....ti•..... .... -�a.,Q ��....� ..... '... .k.... :�'cC) x�c �.......... ,.. 10.(....................................................................................................................................................................._......._..._...............:........................... General description of improvements............. r.l......... .(........ ......... ............................... l CLLJ(n1...A'S .. r . .... . .............c.......S..r....w` ..,... ca- u.... S...................................... v ...........................J .......vs% . c-�.. ....... .?�°Y.k.... Na .............L . . lvK ....................................................................................................... Owner...............Qo..(.r..... .....3X&3. ...............................................................A�"*(' c Address.................L.Z33........ nY .... ...:.Y`!.�r �� ' XI�- LZ3 LL ....,.. ... .. Owner's interest in site of the improvement...................... �..�.�.�!^p��....... .{ �:. ��.'t ��............., Fee Simple Title holder (if other than ower) Name.................................................................................................................................................................................................................................... Address..............................................p................................................................................................................ ..................................,........... ........... Contractor............. Q. .N. i L�.... .l.r........T� .....P.01Y... .......................................................................................... Address....................ZZ.. .3.........5.¢ '`{, o•�w..... ................/..t o±...... cf.................. .. ..........'?.3. . Surety (if any).................................................................................................................................................................................................................. Address.......................................................................................................................................................Amour of bond ................................ Name of person within the State of Florida designated by owner upon whom notices or other doownents may be served.. P Name ................V .L:.. r`........1.., ................................................... .. ..... . Addreu.............ZZ33 �yu,w��. ..... !�-�.T..lei �- hu c I-V- .. ............................. ............3.....�3. ........... In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill In at Owner's option). Name......................................................................................... ..... .......................................... Address........................................................................................................... ...._...... �.._...... ... . ........................................................... THIS eFACR FOR R[CORDCR'e Ue[ ONLY Bttt: 9310 ....:.... ... . ............... " .....�� .........:.............. :.......................... 1604 D : 913 Doc# 99138205 Filed R Recorded 06/03/�� F.Y.M. 12:51= 0 CaRVAFNR �IRGUIT FL Sworn to and subscribed before me this........:........................ CLEkY. COut4 I FECA f".005..�....dayd�.,.. ( ��C,IiX-�,� 19 .....� o�CQ�Lpy. SHARON YVONNE TANMTY Public Notary Public, State of Florida My Comm. expires Nov. 16, 1999 komm, No. CC 510250 RECEIVE:Ii-7.) CITY OF ATLANTIC BEACH �g�q PERMIT APPLICATION REMODEL, AUDITIONS, OR ALTIONS MOVING,DEMOLITIONS City of Atlantic Beach Building and Zoning owner(s) : PAVL_ _Jr ?C-,Q-�U z (W4rkj Job Address: ?i2�3 � /vN,1Nf�t-Ghone 3 S�aO Lot # Block or unit # Subdivision: Of-IrA,nN-1 O-1-A bE Contractor: L •JG✓ � State License # Address: Phone No: City State Zip Code Describe work to be done: P--e Ab-pe,_ 1/1)b �_t-PLAL ,,J, �-L�� f�,�,�C� S � U�r"I�'c-K.AVJ � ��' 1C�DI S I'i(.�O f'li�(I IAJ•�•, Present use of building: Valuation of of Proposed Construction: Proposed use: 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 TEp= (CC"WRCIIL) "rO (IMS DBNTZAL) CCMPLVTX SWTS OF PLANS, INCLUDING SITZ PL", SURPIFY, yoloW, ZfOTZCX 03' ccNMENCMdZWT, AND OWjq M1CON7pjjCTOR AN7Tna ZT S CONTRACTOR. Signature owNA: J)ate: Lnf Signature CONTRACTOR: Date: AS TO OWNER: Sworn to and subscj��fAOXJMETAWERkis / `fir day of 29�� Notary Public,State of Florida +� My Comm. expires Nov. 16, 199 NOTARY PUBLTt AS To CONT` R: Comm. No. CC 510250 Sworn to and subscribed before me this ay o At, NOTARY PUBLIC � patddaAmonetre My COMMISSION#CC553881 EXPIRE Augwl 27,2000 E,INC. ° URANC gpN9ED THRI!Tfl9Y NUNINB 06/21/1999 16:01 19043542642 KINCO LTD PAGE 01 PHONE 355-1476 cod td. 5245 OLD KINGS ROAD - P.O. BOX 6429 JACKSONVILLE, FLORIDA 32236-6429 C 8 C*056958 F-A-X COVER SHEET Our Fax Number- 354-2642 To: Attentiou: Date: Fax Number From: Subject: Number of Pages Including Total Num g g Cover Message: -Manufacturers of Aluminum WindOWs and DOM TUhd-21-1995 [,lot] 04:10PM ID:247-5845 PAGE: 1 06/21/1999 16:01 19043542642 KINCO LTD PAGE 02 ORDER NUMBER: MFG/ADMIN ORDER DATE: 10 99 j,.lrth FA RHAT , EDWARD R . cSALESMAN: s v 't c. c':ll iA L HST SHIP VIA: TAI-LED 7 J.—I 14 76 TERMS: C:C.i D T j �-set#, GUST. P,O.,. PAGE: To: ISO cr"in t y C.UVAL RESIDENCE KEVIN DOWLE�j J.-D A R!L.E OC-EAN VILLA&r' CONDO 2`2.3 .6 z;j�' - - EM I NOLE RD #19 LANTIC DE P 3 5 AT AC-14 3'. ?"^' -----WH GT T ".N Will F-1 j , 3 1 -,T AN 9/16 TBI wF2 - 1/1 WH TP.I S F 1� SI '7 !z;(- .1 , 750S ,75 ILT F WH L 77 7,; 7S P W T8 I Pw S45, 76XTS •76 ILT F WH 'L T t' 1 "'r,_E 45 - 7.5 X 75 . 75 PW E,ti)" X H C1. �FIP 1 t. W t.e V:Tp;- , c"'D EXT TRAO-l' "n ir F _ :RL'F. N W14 W P E "OT CHAREYE W �Jlc4 + Mull t."-, Alp,FROVED CITY OF ATLANTIC BEACH E3ujj-01NG OFF'CE JUN 2 19 JUN-21-1999 MON 04:10PM ID:247-5845 PAGE:2 06/21/1999 16:01 19043542642 KINCO LTD PAGE 03 guattty Accuracy Assurance Fenestration Testing Laboratory, Inc. 1677 West 31st Ptace Hkdea.n 33012 Phone:305/819-7877 Fax 305/819.7998 Gert.No.96-0703.05 Auth,No.98066 Lab.Number 2080 June 30, 1998 Report Number 38 File Number 98-102 Page I of 5 L-3018 OFFICIAL TEST REPORT MANUFACTURER: Kinco Limited SPECIFICATIONS: Metro Dade County Protocol PA 202 ADDRESS: F.O. Box 6398 Jacksonville,Florida 32236 DESCRIPTION OF UNIT Model Deslgnation: Mark 2 XHP„Aluminum Slidingi byass 4,344"Deep. Overall Size: 8 11/16 (96 11/16 )by (96") � high 18 y Configuration: Unit's A-1,A-3&A-4' XX; Unit A-Z:OX hi h No. &Size of Panels: Two extruded aluminum panels,each 4' 1 A"(49 Th")by 7 11 (95 ) g MATERIAL CHARACTERISTICS Frame Construction: Test unit has an equal leg type frame,butt joints and a white coated finish. Alh o crap inuminum iteri is 6063-T6. Frame comers were not fastened with screws. Unit's A4,A-2&A-3 tested using a g sill flange. Unit A-4 tested with a 2%"high overall interior sill flange.Size of frame members X b b 0. s f o l Unit frame 4, �►c 1.375"by 4.510"by 0.812"; Unit A-1,A-2&A-3. frainc sill(mill finish)3.000 by y sill 2.500"by 4.746"by 0.562":frame Jambs at moving parcels 1.000"by 4.344"by 0.687";frame jambs at fixed pane! 0.312"by 4.344"•Frame members are solid extrusions with a typical wall thickness of 0.062". panel Construction:Panels have butt joints and a white coated finish.Aluminum bottam comers is were fastened with o3-T6. Panel ne comers were fastened with one No. 10 by 5/g"pan head sheet metal screw;pan " to rails ne 114 by by 318"truss head machine screw.Size of stiles/rails as follows:jamb/lock stile 1.750 by 1.000% P 1.500"by 0.875": bottom rails(solid exttviseX0av87sionsy xcep"by where0indicawall ted Stilcseaed mils haveStiles rypical wall 2.43$"by 1.000".Panel members are hollow thickness of 0,062",except where noted. G Lazing; Material: 3116"tempered glass, s flexible vinyl glazing, (Unit's A-1 A-?) Method: Panels are channel glazed with 3/S" glazing penetration using Y Prototype Plastics No.FP-132 (Unit's f eachAY &A-4) Vitron 45 114"by 91'�high 7• Daylight Opening:Clear opening panel, Weatherstripping: Location Quantity Description Double row pile with integral plastic fin,Ultrafab#5938 at panel top and bottom mils Double row pile with integral plastic fin,Schlegel#7430-6011-4 at each frame jamb Single row pile with integral plastic fur,Ultrafab#W61175NG at interlock stiles One 14" long strip of pile with integral plastic fin, at top of each interlock stile at the Amesbury#460-270-66 weatherstrip groove THIS REPORT 4 SlHM4TTEO�THE EK-LU31�J8E OF THE LLIENT TO wrIOM IT IS ApQQFSeED ITS AaR1[ATgN 19 ONLY TO THE>OR()F E TESTED ANO IS HOT NECESSARILY INDICATIVE OF Tffi OVAL TAS 5 F��TIL SULAR OR IOENTICA•,p9muCTS PLOLICATION OF STATEMENTS.4'ONCL4WONS OR EXTRACtS FOOM OR KGAROIN6 OVI�I PfPQFT$,OR OF AHY OF OVA SEALS �WITHOUT OUR Ex►� JUN-21-1999 MON 04:11PM ID:247-5845 PAGE:3 06/21/1999 16:01 19043542642 KINCO LTD PAGE 04 Vert.No.96-0703.05 Auth.No.98066 Lab.Number 2080 June 30, 1998 Report Number 38 File Number 98-102 Page 2 of 5 L-3018 MATERIAL CHARAC rMSTICS Hardware- Location uantity Descr' lion TWO suxfac a mount Zine cast hook lock, Delta Industries one at each panel lock stiles,40"from bottom(Unit No. 1400 A-2,one lock at moving panel lock stile only) fram T,wo zine cast keeper,Delta Industries No. 1400 t aam t each f e r on left c j a onl40 y) (Unit A- hour adjustable steel wheels in steel housing,Delta Ind. one at each end of each panel bottom rail Two neoprene bumper one at each frame jamb,37 1/4"from bottom (Unit A-2, one at right frame Jamb only) 3"fFom each and of each panel top rail,fastened Four 314" cs 1518" long plastic guides, Progress with one No.8 b '�4"pan head sheet metal screw Plastics Weepholes: Location Quantity Description Six 1 ,A"long weep notch one at each end of each I and screen track Reinforcement: Two 318"by 1 l/4"by 91" long steel bars inside each Interlock atlle. Sealants`Frame and panel comers were sealed with white colored sealant,Schnee Morehead 5.504• Pads:None Screen; Water resistance test performed with and without fiberglass mesh screen installed.Size of screen,49"by 95 1/4-high. b with pip aluminum anchor clip, 12"fiom Additional Description: Unit A-a,fixed panel was fastened to left frame j� each end,each fastened with one No.8 by 1"pan head sheet metal screw Into stile and on into treated me strip. Frame Unit Installation: Test unit installed in a 2 X 12 wood test buck using a I X 6 pressu installed with a double row of No. 10 by 1"pan head sheet metal strews in frame head and frame sill;No. 10 by 1 1/4" pan head sheet metal screws in frame jambs.Approximate spacing of installation screws are as follows: frame sill and frame head,4 3/8"from end and on 22"centers;frame jambs,4"from each end and on 22"centers. Product markings:None OFFICIAL TEST RESULTS Title of Test Measured Remarks Unit A- 1:(Unit tested with 3"high interior sill flange. Unit configuration Is XX.) Passed Air Infiitmtion Test(ASTM E283)at 1.57 psf 0.3) cfm/sq. ft 'A Structural Load Test: Pad Exterior Load 47.5 psf sse 47.5 psf Passed Interior Load Uniform Design Load Test :(ASTM E330) 63.3 sf Passed 0,0 1 In Exterior Load Permanent Set 4.019 Inches 63.3 psf Passed Interior Load Permanent Set 0.036 inches Water ReVstance Test(ASTM E547/E331) Passed with and without screen,no leakage at 12.00 psf JUN-21-1999 MON 04: 11PM ID=247-5845 PAGE:4 06/21/1999 16:01 19043542642 KINCO LTD PAGE 05 Lab.Number 1934 January 28, 1998 Report Number 12 File Number 98-102 Page 2 of 3 L-2698 MATERIAL OURAMRISTICS Hardware: Location unntJ parer! tion Two spring and pulley balance one at each frame jamb Two adjustable spring loaded plastic hook lock at vent bottom rail,3'from each end LTw10plastic spring loaded tilt lock with metallic night lock one at each end of vent meeting rail mctailicslide pin,sliding into plastic shoe at tome jurib one at each end of vent bottom rail aluminum*allayb063-T6 vent stop Coe at of each frame jamb Weepholes: prsc `Location pyya rf tion Three l ,"long weep Crotch at uivauawl 00c gat Each end and one at midspan 1 'h"lon w notes at exterior ail]acrnea � �ribtartter 2 3/4 'And 19'from each crud Four , Muntlns, None '' t Mullions:None Reinforcement:Nota "; ', . .:' ** 5504. sealants:In�llatim screws and low ldt frau OMW was waled VA&atar:col�+ed **Schnee Morehead p.aa:One closed cell foam gasket at lower right frame co mer,**F�-166 'R0bbCr' y. teat =wd with and widurA fiberglass . a�`'$J='of soman.48 5/8'by 38 1/4*high- Screen:Water i� &WA P installed with a single unit hwtallatjoo:Unit tcyted in 2 X 12 test buck with a 1 X 3 presaure.troaf buck ate installation of screw trnv of as ollow by 1 1140flat thcad,4 f lmu each end;frame fijambs,3 from eama bead each and and one at mean. spacing product Markings-Now **as per manufadmws drawing$ OFFICIAL TEST RESLIL'I'S Paragraph Number Title of Teat Measured Allowed ce Test: ASTM ES47-96/E331-96) passed 4.3 Water Resistan ( 4.50 21 S minimum with and without scram,no leakage at 8.30 psf(397 pa) ( ) , Posed 4.4.2 Uniform Structural Load Test: (ASTM E330-96) a 45.0 d 55)minimum Exterior Load 75.0 psf(3$91 pa) Interior Load 75.0 psf(3591 pa) 45.0(2155)mini Permanent Deformation 0.039 inches(0-99 sun) 0.198(5.04)m urs Note: At conclusion of above tests,there was no apparent damage to unit,glass or fasteners. Reference Section 2: FTL 1935;Teat Report 101 1-2696,JanuarY 1998 1 Test Began-January 12,1998 Text Completed-January 14,1998 • JUN-21-1999 MON 04:12PM ID:247-5e45 PAGE:5 06/21/1999 16:01 19043542642 KINCO LTD PAGE 06 guniity Aecurat"y Assurance Fenestration Testing Laboratory, Inc. 1677 West 31 s Flare Hialeah,FL 33012 Phone:305/819-7877 Fax 305/819-7998 Lab, Number 1934 January 28, 1998 Report Number 12 File Number 98-102 Page 1 of 3 L-2698 OFFICIAL TEST REPORT MANUFACTURER: Kinco Limited DESIGNATION: H-LC50- 53 x 8 O.Box 6398 SPECIFICATIONS:. A ADDRESS: P- 101/1-S.2.-97 Jacksonville,Florida 32236 DESCRIPTION OF UNr'I' Model Designation: TB-1;Aluminum Single Hung Tilt Window Overall SW-- 4'5"(53")by 6'6'('78")high by 2.812"deep Configuration: O/X No. &Size of Vents: One extruded ahununum tilt vent,4' 1 V." (49 %:")by T3 314"(39 3/4")high. MATERIAL CHARACTERISTICS I frame Coltstructlati•Unit tested with a fimW ripe amu,b�joints with a wWte coated finish,aluminum**alloy 6063- T6.Frame comers fastened with t"No.8 by 5/8"pan head sheet metal scrC ,Fixed meeting rail fastened with one No. 8 by t"pan head sheet metal screw. Qvc-a11 interior frame sill height is 2.188". Size of fiww members as follows:frame 2.812 by 0.500";frame sill 1.125"by 2-812"by 2-188";frame jambs 2.719*by 2.812"by 1.113";fixed head 1.625"by 0.812". Each frame member is a solid extrtmon,except meeting rail(hollow extrusion) 1.166'by 2.124"by 1.560"by where indicated Frame members have a typical will thickness of 0-062'.Fratne extrusions have thermal brcak sections. Vent Construction. Vent has butt joints with a white coated finish.aluminum**moo6063-T6. a063-i3"be1.3 89 s fastened 2 with aye No-8 by 1"flat head sheet metal screw. Size of rails as follows:vent meeting 3' solid vent bottom rail 1.438" by 1.918" by 2.000" by 1.389"; vent jamb rails 0.310" by 1.389" by 1.000". Each are extrusions with a typical wall thickness of 0-062". Vent extrusions have thermal break sections- Material, 9/16"sealed insulating glass using two lights of doubic strength annealed(1B")glass with 5116"air space between the two lights of glass- etration using 3/8'wide glazing Method:Fixed light is intents•glazed and vent is exterior glazrxl,each with''/2"glazing pen A G tape and a semi rigid vinyl snap on glazing bead. „/(4 DAyligbt Opening: Clear opening of vent,47 518”by 35 5/8"high:fixed light,47 518"by 35 5/8"high r' W eatherstripPingt Location Quantity_ Desert tion U M gle row Pile with integral plastic fin at vent meeting rail ublc row Pilc with integraJ plastic fin at tach jamb rail of vent $in crow Vin 1 fla **Wibor -195 x,435 at vent bottom rail **as per me,nufacturcrs drawings TPQS REPORT IS SUeIATY'Eo THE EXCLUSWE USE OF TNf CLIENT TO WHOM IT IS ACM33M ITS R[IOATnN i OM V TO THE SA�F Alff Ol1R SW.f OR NS A ri�i>y ,OUR E.�PEW"10N.IS PnowbLYEO SIMILAR OR IDENTIGAt E TS�'l1YLICATION OF STATEMENT$.OONCU/SIONS OR EXTRAC 3 FROM OR JUN-21-1999 MON 04: 12PM ID:247-5845 PH'E:6 06/21/1999 16:01 19043542642 KINCO LTD PAGE 0 Lab.Number 2175 October 9, 1998 Report Number 69 File Number 98-102 Page 2 of 2 Reissued: 11-6-98 L-3167 OFFICIAL TEST RESULTS Paragraph Number Title of Teat Measured Allowed 2.1.2 Air Infiltration Test:(ASTM E283-96) Passed at 1.57 psf 0.03 cfin/sq.fk(0.17 cmh) 0.3 (1.67)maximum Nota: The tested specimen meets or exceeds the pmfonnsnm leve),specified in specification reference for air iaSltrstiom 2.1.3 Water Reence Test.(ASTM E547-96/E331-96) Passed w leakage at 2000(958 ps) 4.50(220)minimum 2.1.4.2 Uniform St wh ral Lead Test: (ASTM E330-96) Passed Exterior Load 112.5 psf(5387 pa) 45.0(2160)minimum Intaim Load 112.5 psf(5387 pa) 45.0(2160)minimum 2.1.8 Forced Entry Resistance Test: (ASTM F588-97)Manipulation Test No Entry Passed SECTION 4,OPTIONAL PERFORMANCE CLASS: 4.3. Water Resistance Test:(ASTM E547-96/E331-96) Passed no leakage at 20.00 psf(958 ps) 5.25(252)minimum 4.4.2. Uniform Structural Load Test: (ASTM E330-96) Passed po3itivr Load 112.5 psf(5387 pa) 52.5(2520)minimum Negative Load 112.5 psf(5387 pa) 52.5(2520)minimum Nate: At conclusion of above testa,there was no apparent damage to unit,glass or fastencm Test Began-October 5,1998 Trot Completed-October 7,1998 Remarks:This test relent does not onnstitutc catificatian of this product,but only that the above test results wen obtained usingthe designated test methods and the Performance requirements (paragraphs as listed) of the above referenced 8� specifications.As per manufacturer,unit complies with section 3,material and oomponent requirenmats. Detailed assembly drawings slowing wall thickness of all members,comer construction and hardware application are on file and have boar compared to the sample submitted A test sample will be retained at the test laboratory.A copy of this report has bow forwarded to the Validator. Witnessed by: FENE�STItAVON TESTING LABORATORY,INC. I&Jay Wyrick W. Gilbert Diamond.p.E. Manny SRachez 1� Laboratory Technicians: President Roque Zavala vl�rco,Ltd 2-ALI N-21-1999 MON 04: 13PM ID:247-5845 PAGE. r 06/21/1999 16:01 19043542642 KINCO LTD PAGE 08 Quality Accuracy Assurance Fenestration Vesting Laboratory, Inc. 1677 west 31st Pince Hialeah.Ft 33012 Phone:305/819-7877 Fax 305/819-7998 Lab.Number 2175 October 9.1998 Report Number 69 File Number 98-102 Page 1 of 2 Reissued: 11-6-98 L-3167 OFFICUIL TEST REPORT MANUFACTURER: Kinco Limited bESIGNATION: F-C75 y 73 x 61 ADDRESS: P.Q.Box 6398 SPECIFICATIONS: WDA Jacksonville,Florida 32236 101/1.&2.-97 DESCREMON OF UNIT Model Designation: Series:TB-1-PW;Aluminum Fixed Window Overall Size:6' 1"(73*)by 5' 1'(6l )higb by 2.812"deep_ Connguratlon:O MATERLAL CHARACTERISTICS Frame Construction:Test unit has a flange type frame,butt joints and a white coated finish.Aluminum allay is 6063-TS. Frame corners were fastmod with two No.8 by 5B"pan head sheet metal screws-Size of frame members are as follows: frame head,frame jambs and frame sill 1.750"by 2.812"by 0.500"-Frame members aro solid extrusions with a typical wall thicimess of 0-0620.Frame extrusions have thermal break sections. Glazing: Matariai:3/4'overall insulated using two lights of 3/16" annealed glass with a 3/8"space between the two lights of glass- Method:Unit is mtmier glazed with Y"glazsng penetration using a double sided glazing tape and an alutmuum extruded glazing bead with foam between the bead and glass.Thermal break glazing bead fastened to frame with a single row Of No. 8 by 1'parr head self drilling screws,location of fasteners are as follows:frame head and&smc All frown tit left.4 1/4",25",45",66"; &ane jambs from the bottom,4 1/2',30",54'. DayHsht opening:Clear opening,69 1/2'by 57 112"hig#r. Wcatherrtsipping:None Hardware:None Weepholes:None Reinforcement:None Sealants:Frame corners were sealed with a clear colored sealant installation screws were sealed with a white colored sealant. Pads:None Scroan:Not applicable Unit bm alladon:Test unit installed in a 2 X 12 wood test buck using a 1 X 4 pressure treated buck strip.Frame with a single row ofNo.10 by 1 1/4"pan head sheet metal screws in fraure head,frame sill and frame jambs. sp iastdladcn somw ecing arc as follows:franc sill and frame head from the left,5%26%47",68 114% am 1 the bottom,5',30 1/2',56". t Product marldngs: None TN,$AEPORT 15$JWITIEb FOR THE EACLUSIA USE OF TUE CLTNt TO x%UOV IT IS ADDaESSEO,119 APPLICATION IS ONLY TO THE SAMPLE TESTED AND IS NOT N£--ESS �M1OICATIVE OF THE QUA,(TIES OF APP SIMILAR OR IDEM TICAL WCOUCTS PD6UG"TION OF$TATEMENTS,CONCLUSIONS OR FXTWTS FROM OR REGARDING OUR K"TS OR OF ANY OF OUR SEALS OR INSIGNIA NIIT"OUT OVA PAGE:8 JUN-21-1999 MON 04:13PM ID:247-5845 1 CITY OF >��tktie �ea.cl - �Pvzida 800 SEMINOLE ROAD " ATLANTIC BEACH.FLORIDA 32233-5445 -- TELEPHONE 19041247-158(AS`- - FA.Y(904)247-5805 SUNCOM 352-5800 - CHAPTER 489, FLORIDA STATUTES, PART I "CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489. 1 03(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO.THAT LAW. THE EXEMPTION ALLOWS 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 OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT 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 IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER 2,000) BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES; OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER "DIRECT SUPERVISION OF THE OWNER, WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKERS COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY CLEARLY PROTECTS THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE 1RS 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 No. 455-226( 1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS —_ CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT (247- 5626) IF IN DOUBT. R I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCL URE STA AND THAT I COMPLY WITH ALL - THE REQUIREMENTS FORTHEISSUANCE OF AN.OWNER-BUILDER PERMIT. - : 1 PROPERTY OWNER/BUILDER 7-13-3 S ewti.v,c 7,51� ADDRESS TELEPHONE SWORN TO AND SUBSCRIBED BEFORE ME THIS _ DAY _ F Q 7 NOTARY PUBLIC NOTE: PHRASES UNDERLINED ABOVE MY COMMISSION EXPIRES: PaticiaAmonette ARE EMPHASIZED BY THE BUILDING ._ MY COMMISSION NCC5MlE)(PIRES DEPARTMENT. ::' o`: August 27,2000 BONDEO THM TROY FAIN INSURANCE,INO. 'yog oguepy •uoilipuaj loexe ue aq of lueaw lou pu alowwas Uzz s!11 weld iooll ayl to aoueaeadde zajad fined lOd3a DWOH jejaua6 ayllo uoilelaidialui 3H1 oilsl:pe ue si buiMeip sNi :91ON -OU 6Ma dbaOVV !V 6661 4 0 NAP 33«Ao !DNlQ,-ltna HOdQ30AOad'd� ��, Chi ❑❑ o ®®®(�®® � II 00 PSFO-384 1541 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH LOCATION INFORMATION PEFU-111T INFORMATI-A'4 =address : 221/3 SEMINOLE ROAD #3 .,.ermit Number : 15499 ATLANTIC BEACH , FLORIDA 3223�� -------- LEGAL DESCRIPTION - -- cE Permit Type: SCREEN ENCLOSURE - ------- ,lass of Work:ALTERATTON Block : Lot : Twp: 0 constr . Type:WOOD FRAM I- - Section: 0 subd, Rng: Proposed Use: SINGLE FAMILY Subdivision: Dwellings - 0 Est . Value : 0 . 00 Improv . Cost : 1 . 860 .00 Total Fees : 30 .00 Amount Paid : 30 .00 nate 1 '.•1/1997 D e s,,-- �:EEN SCALLS UNDER EXISTING ROOF APPLICATION FEES '4&me: ,,WNER INFORMATION PERMIT 3 0 0) ANNETTE B. PAGE 2233 SFM"INOLE ROAD #3 :iTLANTIC BEACH , FLORIDA 32-- -233 1000-0000 CONTRACTOR INFORMATION 'lame : LIFETIME ENCL^SURES , INC . !kddr-. Exp , NOTES: 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 MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.99 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATIO0N FOR09 S3 - 14 VIOLATION OF APPLICABLE PROVISIONS OF LAW. r.,_eeW AC: CHECKS 99100903221000 ATLANTIC BUILDING EPARTMENT By: y CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 3 3 S fih J o.�0 CL Date Heated Square Footage @ $ per sq ft = S Garage/Shed ' -N @ $ per sa ft = S Carport/Porch `�v a 5 per sq _t - S U - Deck eellrr� �11 ( @ S per sq ft $ U>✓ flF Patio 'd S per sq ft S b TOTAL VALUATION : S Total Val gtion 1st $ f o© O 8Coc5� Remaining Value $f.ob per thousand or portion thereof TOTAL BUILDING FEE S + Filing Fee ( ) Fireplaces @ $15 . 00 S BUILDING PERMIT FEE S WATER IMPACT FEE $` SEWER IMPACT FEE S WATER METER/TAP S CAPITAL IMPROVEMENT S, SEWER TAP S 1 RADON ( HRS ) . 0050 S SECTION H PAVING } $ HYDRAULIC SHARES S CROSS CONNECTION $ 1 SURCHARGE . 0050 S OTHER $ GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp : SwimminaPool Septic Tank Weli Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC F�?ACH RECEIVED PE=T APPLICATION RMSODEL, ADDITIONS, OR ALZMWIP744997 MOVING,D&IOLITIONS City of Atlantic Beach Building and Zoning ^,wr.er(s) Address: Lot # Block or Unit # Su1^divi cion: QCE�� (/)LLi�'G� CCntractor: Ll l'C-I�AjH F- State License address _�t��fC Sal✓I/�LLC Static ..ode -esc_ibe work to ce done: .6'64 h/ G�/f�GGar !/i✓1�F� �X/ST/N'G pr-2sent ase --f ;a_-d_nc: - a. oc = - Dosed crstr Icy-or. _ -Cccsed .Ise: an aCC' - YES -- Ves, ;Jnat are =-e di-mens:..ns C_ 7e N'--- -ae added area Ce ro New =_rte^_ace'. N� N1ew Heat/.:',C? /V SUM!= Two (?SSI,HITT r) a TS CE ?r.LVS, T.�*ICZLTDIYG SIS PLAN, SUR IrI r NERGY CDEE :-'Cm ' NOTI=. OF C IME27 "TT, 3ND CWNZR/CCN7—,PACTOR krI27AVIT, L CWNER IS CCNrRr1CTOR. G signature 0IN-NERDate y^^^d Signature CCNTRACTCR: Date: Swc^ to and subscribe before me tnis �� dd`� of 1987 ?JCT Y _GnLLC STATE CF _LC:c-.A AT -u�.Cc !o�'p1 P4,��c ALTHEA ALBERT 1 My Commission CC511541 7� C>.pires Nov.28.1999 �J4"OF 1 10� APPROVED ' CRY ,OF anatmc CEIVED 103 BUILDING OFFi OCT 31 1997 OCT 214 1991 ��'' 'T�Tioa�.a��'-�Z••x••t>rrsY.».�•`•y�� n : . EItI ��'�I +1"�(. •1 r .•• 1 �'• .l .}E,•�1� ''r► . .•: �� '�� r' UIICjI :,a�y� Ch''• – ,J1� •,I iJ.� ''� `1 •' .ti•'1. .• '�L, .1`.'! . ; ;••.•�• 'F��.�•r�' •//..• �j�'��jj-.r..t. ;'��n�� . '...T\:�a',� '1 �'.• �i' !1 1. I- � '•;a !1`�•' •_•.,��%it ��, �� •I'H• 5�V 1,�, '• ': •'r,>;1.: .►'�,Gl'FICIAL'RtGORDSwoo ' 00 1 AfIst afty Nw1 rim W" glao t Woo op la.r ,,.,,,. r...a�t�.�,...,,.�..+. --- •`aar•.//•aaJ�rr',.�..�+��•".r.-...r ... . / //• • • �QI//• / 1• •' • t �..� \ 1 _--..yam( / i; 1 iL 3 .r•.f'il •`' - .fir �� '� ` —= .—__ .. ry� ~t �• ; X) Vuuff •var ,C • .1,J.• 1 O• -- - ^ r• a �•r••.s•• «+waw ra ow�,. ••��• 14 • a 1 ,�� t• Pm4w N t� h• 111 , 4 s EMIIV0Lit. Roup_ /na r or rwlh at,f yr•.rrlA04.•r 1<.;7►.a•w•.r W■ tlo fl•,•r►a•1l frarrr ltCFnM 1,1•a nrrrwahr n•a.rr.r Y rat atara('►11••rrrT A a»•Ir7 11 IL • •I` � r•ww/•1. •rr/aaru.Baa•�a.rr•.r.•rr•a_a.r••r•n•rrr la•••In�rr.bra•••■cw•...�n,,.w..'.rwu.lvr.A►T.1•M fR�.,lr►M Harr!nu.,r.a,�,a'•a .+Gr••y 11rr•/f,/1r.1AI,a,a�av uta al w•.„l•Ir.•nYn,rl'e�aa•a7.a•r wlawnawr,M•3x••Ara.•rVI.C.wIA,.rr rr•y1►..rUA/arf✓rtrn tHvx _ IL-1. •�r,/a ff trra rid—Iaa,r•rw.rK-T►at..r"r—v t iory wt0y M//.N11Itr�l•r .r•V•/LI•I I..M.rMI�..a 11�1A,Y1 C111IN/lT1MM.at ' , '• n •Iu[ „Irru,a••rlal.vr��a/w,u Nt/Ur• •r,�•�•�R'•^.a111nw..1,/•Il•l ryl.ibt/►�..r.M.ATUt�Irtrr�nlflrA�I r•,I.Imv—..t&" ILL,J. • •!�.•�.(»_A.•.r.rruru..rs�a►a. �n•ar►r.t�ac►rw . ar a.rrYrw�t rer�t+Q rt arY f7r[.tira-Y�Ntw n�i lJ 1j ..a , •��•�•!��'.►L17r Nr.rT�}.a.ratr�� ,t• ` EXHIBIT 111311• t �.• 1 Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368 SOUTH DAYTONA, FL 32121 TELEPHONE 1-904-767-4774 FAX 1-904-767-6556 1.) ENGINEERING PRINCIPLES AND ASSUMPTIONS This manual was prepared to se!ect the various structural component parts of Aluminum Speciality Structures. The manual is applicabie to any building code that has the same wind load and/or dead load plus live load as the Standard Building Code 1994 edition. The following is the designers interpretation of said code. All values assume a mean roof height of 0- 15'. TABLE 1: WIND VELOCITY / PRESSURE TABLE WIND VELOCITY WIND LOAD (#J Sq. Ft) 102 MPH 21 #!SF 110 MPH 25#/SF 120 MPH 29 #/SF Unless local codes require a specific wind velocity load, this designer selects a wind load of 110 MPH for the coastal areas of North & Central Florida South to Lake Okeechobee and 25 miles inland. For the inland areas perviously described, a 95 MPH wind load is selected. For the area from Lake Okeechobee South a wind velocity load of 120 MPH is selected. All tables furnished are for extrusions most common to this area and available to contractors and suppliers. The aluminum alloy that all suppliers and contractors should specify when ordering is shown in the applicable tables. If your area building department allows 100 MPH design then multiply the span of the 102 MPH wind load spans by 1.03 to obtain the 100 MPH span. If your area building department allows 95 MPH design then multiply the span of the 102 MPH wind load spans by 1.08 to obtain the 100 MPH span. Wind loads for screened surfaces are the same for all wind conditions. P R Q Mr. 1001 pt rfvc F E C�18v�v��N 3119m RECEIVE® 0 ,f-- ON 2 4 1991 City of Atlantic Beach Building and Zoning ii DESIGN LOAD REQUIREMENTS TABLE 1606.26 STANDARD BUILDING CODE 1994 WORST CASE LOAD Roof slope 0 < a < 20° (Minus coefficients = Uplift load) _BUILDING CONDITION _ WALLS+ WALLS+ ROOFS+ ROOF- ENCLOSED BUILDINGS 1.1 -0.95 NONE -1.4 i OPEN BUILDING NONE NONE NONE -0.8 The below listed loads reflect the worst case load condition for the coefficients listed above. TABLE 2: DESIGN LIVE WIND VELOCITY LOADS STRUCTURE TYPE VELOCITY(MPH) LOAD IN#I SQ. FT. SCREEN ROOF ALL +/- 7 SCREEN WALLS ALL +/- 13 VELOCITY(MPH) SOLID ROOF 'SOLID WALLS GLASS ROOMS (ENCLOSED) 102 -29/+20* -19/+22* * Denotes minimum live load 110 -35/+20* -24/+28* 120 41/+20* 28/+32* SCREENNINYL ROOMS AND 102 I -17 N/A ATTACHED/ FREESTANDING CARPORTS 110 -20 N/A A. SOLID ROOF 120 -23 N/A 1)All calculations for beams and upright assumes a rigid connections at the point the two members are joined as well as splices. For connection details see corresponding drawings. 2) When converting a Screen Room to a Glass Room the adequacy of the roof member must be checked against the appropriate Glass Room roof table. For Screen Rooms that are to be converted later it is recommended that the Glass Room roof tables be used initially. 3)Design Load for screen roof and walls are based upon 20/20 mesh screen. 4) Snow loads on roofs-, Beams and uprights are calculated in accordance with SBC and BOCA requirements and conditions and the following conversions to wind loads allow the manual user to select the appropriate members for the required snow load using the win and walk-on loads. 5) The snow load conversion relates to an attached or free standing building. The attached building must be on the sloping side of roof and/or less than 12" vertically from the roof projection. All attached structures not meeting these criteria must have special engineering considerations and/or design. The following are the definitions of building conditions. Open Buildings - Carports, screen or vinyl enclosures with solid roofs. Enclosed Buildings - Glass rooms Snow Load Design Formula is: Pf= Ce x I x Pg Where: Pf= Design snow load Ce = Snow exposure factor = 0.07 1 = Importance factor Pg = 50 Year recurrence ground snow load Cexl = 056 WIND_TO SNOW LOAD CONVERSION TABLE_ 50 YR. SNOW LOAD DESIGN SNOW LOADEQUIVALENT WIND LOAD BUILDING CONDITION 5-25#/Sq. Ft. 3 -15#Sq. Ft. 120 M.P.H. OPEN BUILDING 26 - 30#/Sq. Ft. 15 - 17 # Sq. Ft. 110 M.P.H. OPEN BUILDING 31 - 35 #/Sq. Ft. 17 - 19 # Sq. Ft. 120 M.P.H. OPEN BUILDING 36 -60 #/Sq. Ft. 19 - 34# Sq. Ft. 110 M.P.H. ENCLOSED BUILDING 61 - 70 #/Sq. Ft. 34 - 39 # Sq. Ft. 120 M.P.H. ENCLOSED BUILDING III SCREENED ENCLOSURES SECTION 1 -4 Table 1.3: Allowable Spans For Primary Screen Wall Members (Post/ Upright Height) Aluminum Alloy 6063 T-6 Load Width=Upright S acin Hollow Sections 3'-0" 4'-0" 5'-0" 1 6'-0" 1 7'-0" 8'-0" --V Allowable Height"H" 2"x 2"x 0.044" 8'-11" 7'-9"-' 1" 60-4" 5'-11" 51-6" 5'-2" '_-2. _ _ 9 .x 2" 0.050" ------fi;-10---„ 8�c; 7�-7------- �.�-6�-11,� 6�-5-' ; 6;—�--0,- 5'-8- _ x ._ _ --.� _ _ 2”x 3"x 0.050" 10'-9' 9'-4" 8'-4" 7'-7- T-0" 77 6'-7" 6'-2" -- -- -- 2"x 3"x 0.070" 15'-4" 13'-3"-" 11'-10" ' 10'-10" 10'-0"_ 9'-5" 8'-10" 2"x 4"x 0.050" - 16'-1" 13'-11@1 12'-5" 11'-4" ! 101-6" 9'-10" 9- - Load Width=U-- Spaci -T Self Mating Sections 3'-0" 4'-0" 5'-0" 6'-0" -0 7' " 8'-0" 9'-0" Allowable Hecht-"H" 2"x 4"x 0.055"x 0.120" 20'-7" 17'-10" 15'-11" rt 14'-7" i 13'-6" 2"x 6"x 0.055"x 0.120" 28'-7" 24'-9" i 22'-11 20'-2" 1 18'-8" j 17'-6" 16'-0"i 2"x 7"x 0.062"x 0.120" 31'-3" 27'-1" 24'-3" 22'-1" 20'-6" ! 19'-2" 18'-1" 2"x 8"x 0.072"x 0.224" 41'-4" 35'-9"32'-0"_ 29'-3" 27'-1" ' 25'-4"' i 223'-10"_ 2"x 9"x 0.072"x 0.224" 45'-10" ! 39'-9" 35'-6" 32'-5" 30'-0" 28'-1" 26'-6" 2 x 9 x 0.072 x 0.310 511-001 44'-2" 39-6 36'-1" 33'-5" ! 31'-3" 29'-6" Load Width= Upright S acin Snap Sections 3'-0" 41-0" 5'-0" 6'-0" 1 7'-0"—; 8'-0" 9 Allowable Hecht"H"___ i 2" x 2" x 0.044" 10'-7" T- 91 2„ 8,_2., �,-6 6'-11,. S,-0. 6�_1� -- �._ - - - 2" x 3" x 0.045" 13'-10" ; 12'-0" 10'-9" 9'-10" 9'-1" 8'-6" 8'-0" 2" x 4" x 0.045" 17'-5" 15-1" 13'-6" 12'-4" 11'-5" 10'-8" 10'-1" 2" x 6" x 0.064" 28'-7" 24'-9" 22'-1" 20'-2" 18'-8" 17'-6" 16'-6" 2" x 7" x 0.078" 33'-2" 28'-9" 25'-8" 23'-5" 21'-9" 20'-4" 19'-2" ` Maximum chair rail spacing is 6'-8" o.c. Thus with chair rail @ 2'-6" the maximum wall height without additional chair rail is 9'-2". Above heights do not include length of knee brace. Add vertical length of knee brace to above heights for total upright height. Using screen panel width "W" select upright length "H". Example: Screen panel width "W" = 4'-0"-, Maximum "H" for a 2" x 4"x 0.044" x 0.12" Self Mating Beam r 17'-10" Lawrence E. Bennett, P.E. CP& ENcINIMP - DEVELOPMENT CONSI.ITANT P.O. BOX 4388, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 787-4774 FAX (904) 787-8558 SEAL PAGE © COPYRIGHT 1997 r� NOT TO BE REPRODUCED N WHOLE OR N PART W[THOUT T-E WRITTEN PERMISSION OF LAWRENCE E BENETT, P.E. 27 SECTION 1 SCREENED ENCLOSURES Table 1.4: Allowable Spans For Secondary Screen Wall Member Aluminum Alloy 6063 T-6 Sections As Horizontals Fastened To Posts With CIiQs - - - - ---- Wall Height"H" _ -7'-Ove 8'-0" 9'-0" 10'-0" 11'-0" 12'-0" j 13'-0" Load Width = 3.50_' -4.00' 4.50'_ 5._0_0'_ i 5.50' 6.00' [::6:6:6' Hollow Sections Allowable Length'W' 2" x 2"x 0.044" 6'-10" 6'-4" 5'-11" 5'-8" 5'-5" 5'-2" i 4'-11" 2"x 2"x 0.050"_ 7'-5" 6-11" 6'-6" 6'-2" 5'-11" ! 5'-8" 514" 2"x 3"x 0.050" —� 9'4" 9'-1" a 8'-7" 8'-2" ; 7'-9" 7'-5" i 7'-1" 2"x 3"x 0.070" 11'-7" 10'-10" 10'-3" 9'-8" 9'-3" 8'-10" I 8'-5" 2"x 4"x 0.050" _ 12'-2" i 11'-4" _ 10'-8" 10'-2' 9 8 9'-311_ 8'-_10' ag S '_ Snections _ Allowable Length'W' 2"x -4 _2"x 0.044" 7'-11" 7'-6" 7'-0" 6'-8" 6' " 6-11 5'-9" 2"x 3"x 0.045" 10'-6" j 9'-10"� 9'-3" 8'-9" j 8'-4" i 8'-0" j 7'-7" 2'x 0.045" 13'-2" ; 12'4" ~ 11'-7" 11'-0" 10'-6" 1 10'-1" 9'-7" Sections As Horizontals Fastened To Posts Through Side Into Screw Bosses Wall Height"H"= 7'-0" 8'-011 9'-0" 10'-0" 11'-0" 12'-0" 13'4- Load Width = ~ 3.50' 4.00' 4.50' 5.00' 5.50' 6.00' 6.66' Hollow Sections Allowable Length"W" 2" x 2" x 0.044" 7'-7" T-1" 6'-8" 6111 6-1" 5'-10" 5'-6" 2" x 2" x 0.050" 8'-3" T-9" 7'4" 6-11" 6'-7" 6-4" 6'-0" 2" x 3" x 0.050" 10'-10" 10'-_2" 9-7" 9'-1" 8'-8' 8'-4" _7'-11" - -- --*-- ----- ----- 1 II 1 11 T- -1 11 i 1 11 IIS � 2"_x 3"x 0.070" 12'-11" 12-1 11 -5 10-10 10'-4" 9-11 9' 5 - 2"x 4"x 0.050" _ 13'-7" 12'-8" 111'-11" 11'-4" 10'-10" 10'-4" 9'-10" Snap Sections /Allowable Length '9M' _ 2"x 2"x 0.044" 8'-11" 8'-4" 7'-10" 7'-6" T-1T 6'-10�-6'-6" -~ -�_-_- --- . _----�--_.. -_-- -'-.--- ___. _1 ..._ . Maximum horizontal spacing is 6'-8" o.c. Thus with chair rail @ 2'-6" the maximum wall height without additional horizontal is 9'-2" Above heights do not include length of knee brace. Add vertical length of knee brace to above heights for total upright height. Using screen panel width "W" select upright length "H". Example: If horizontal load width = 4'-0" Maximum "W' for a 2" x 2" x 0.044" Hollow Section fastened with clips Lawrence E. Bennett, P.E. CWL 8%'Gr� - DEVELOPAEAfT CONSlLTANT P.O. BOX 4388, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 787-4774 FAX (904) 787-8656 SEAL PAGE C� p c0PYR1aHT 1997 28 NOT TO BE REPRODUCED N WHOLE OR N PART VOTHOUT THE V"rTEN PERWSSION OF LAWRENCE E BENNETT,P.E. I I � i D° I 1 6 W � �? m Lo —� PSR-3844, 7 010 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ---- PERMIT INFORMATION -- - - _. ._ ____ LOCATION INFORMATION -- Permit Number : 701.0 Address : 2333 SEMINOLE ROAD #31 Permit Type: BUILDING ATLANTIS" BEACH , FLORIDA 3223-- "',lass 223=" lass of Work : ADDITION ---------- LEGAL DESCRIPTION ------ Constr . Type: WOOD FRAME Lot : Block : Section: Proposed Use: SCREEN ENCLOSURE Township: RNG: 0 Dwellings : 1 Code: 0 Subdivision: OCEAN VILLAGE Estimated Value : $2000 . 00 Improv . Cast : $0 .00 Total Fees : $30 .00 Amount Paid : $30 . 00 Date Paid • 7/ V93 R1 GREENED PORCH W/DEC'K -''VI PLANS OWNER INFORMATION -------- ---- APPLICATION FEES ----- .'AEY BETH P`'WELL VAN DER SEE PERMIT $30 . 00 SEMINOLE ROAD #31 WATER _IMPACT FEE $0 . 00 ;.TLANT I,_' BEACH , FLOR T 7 r 3-EW EP' T MPAc'T FEE $n , nr. n, u , 355-1 X32IATIF MFTEI $0 RADON GAS -H .R . S . $ : ------- CON'T'RACTOR INFORMATION --- RADON GAS - 5% 50 . 00 Name: PF'_-i"ERTY WNER WATER TAP Tyd rr>_-S SEWER TAP $0 .00 HYDRAULIC SHARE $0 . 00 License: Tvpe : i CAPITAL IMPROVE. $0 . 00 SEC.H IMPACT FEE $0 . r,-_ OTHER_ NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 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 MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ffifDAMON DAM; S ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AN%APBJECT hWION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. TENDERED $30,00 61 IONGE $.00 RECEIPT Nl14AER: 094380 ATLANTIC BEACH BUILDING DEPARTMENT By: /�= C JUI13 0 1993 CITY OF ATLANTIC BEACH D"dil7g al7d Z0i7ing PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS owner(s ) Q-n Address : 77-33 Phone :�o) J!`-6—t z'&Z-- Lot # Block or Unit # Subdivision: 0Ce_4v. Contractor : all+ Address : Phone No: Describe work to be done: j( 66c,&_ . 4 �{�✓ Present use of building: ow e& Valuation of Proposed Construction: Proposed use: 'DCV-Cf.- 4- Is this an addition? If yes, what are the dimensions of the added spacer ft . X (d ft . Will the added area be heated and cooled? K,0 New electrical (or increase)?_ New plumbing fixtures? k.-o New fireplace?—K-- New Heat/AC? www SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: Signature CONTRACTOR: Date: 0 P R V BEACH CpTA OINGj&AQN1NG GFFICE CITY OF ATLANTIC BEACH BUILDING PERMIT CALCULATION SHEET /V Address �� 33 �Ni 1 ,yo Lei �� • ,v !� 3�_ �'bl�f 1� Date 2,2 - I La Heated Square Footage A@ $ per sq ft = $ Shed Gara a �(1 g / U 1 @ $ per sq ft = S Carport/Porch 1 @ $ er sq ft = $ Deck S�✓ n��1 @ $ per sq ft = $ 1~ Patio � @ $ per sq ft = $ TOTAL -VALUATION: $_ 0.0 e Total Valuation 1st $ /c,v v $ ' ` - --e4) Remaining Value $ ? per thousand or portion thereof TOTAL BUILDING FEE $ . or + 1/2 Filing Fee ( ) Fireplaces @ $15.00 BUILDING PERMIT FEE BUILDING PERMIT $ � � WATER CONNECTION $ SEWER CONNECTION $ WATER METER/TAP $ _ CAPITAL IMPROVEMENT $ _ ( ) RADON (HRS) .0095 $ ( } RADON (CAB) .0005 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ OTHER $ GRAND TOTAL DUE $ d ADDITIONAL PERMITS OR FEES: Mechanical_ Plumbing _ Electric/New Electric/Temp ;SwimmingPool Septic Tank Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: 1\ 74, LA Q cw la Q 1 CITY OFRuvLUr, 1993 1� i i i j 1-Y 1• p 6 i ki i i r I i c\ � \ ti r � pp R o - •� i O CII / U� 1993 L( Q 6 T �t) k io I:. 4 V Ai PROVED cl.,-r nqr r REACH BUILDING OFFICE JUL I I s py i 0 i Ev w ,pROVE � , CITY Of _.�,. . BUItDINC Jud l 1993 �F 3 l�4 j P � � M 1� c ! Cl.: 0 � tQ , v 40 � �--� to ;; �/ c►= o �c rl o I � • APPROVED BUILDING OFFICE JUL 0 1 i _.► �� a 4 261 V•` .,, ii �� >o, i f i, •1 t 00 It4 ♦j - 1 � oz E 1 ! -" ---- N A..j t . . v s s r .+ar.�.r'. -'� � r. .-r.. +7.'�i� .�•':..�$'�:a. a k.�ns. ..tea. ?. / �_ � • .. 11 •r•� ~��' i .W+'�1 ..� 1 �r Fi'-^f'R`�i� 1 j ,�-.kf.., F r ^•. �•\1 1 111T *17C W 4` "`X. Ric ^ImNlt, % �.' i !1�� `L.V. fy W NG r!w•i. t 1 147 44- ALL ROOFS All'.•�'� fid• _ , w ± . '° rL}q\'i }•�,.,� .; .� � � ; �,i � �G4'� !r` 'k H FU �� . . . - . . '. � •., '� AL.l., CON•.... -AR� 1 E fru 4 47 4 QA <,` .. •s'.Y"�..:►�.�`� 'a'aCX.. �_..7'�'�" +rte ... .�V� �,, S •irrf d l�. •' .�✓tom. r _ t=. '�'" 5 ►', '$ewer all ! �`t.:l X ^rte- i a � ., ��rE-''..,•- � � � , :r � 1 tit1 � ' "E- OWffER BUILDER PERMIT AFFIDAVIT State of Florida ) City of Atlantic B*acts > 8 HE, the underaigned authority, personally ippaarwd _ ' _.,____, who upon, fix at t.rinv duly worn, deposes and says% vC`+1 c --------- and the legal owner of the 1ollowin4 property% Subdivision Block ------- _ - Lots AKA -- I ram applying for a building permit pursuant -o tba Owner Builder exemption not forth in Florida Statute, Section 489. 107. Florida lav requires that I have boon providwd vitt+ tt,r following DISCLOSURE STATEMENTS DISCLOSURE STATENENT State lav requires conutruction to be done by licwnsed contractors. You have applied for a permit under an exemption to that lay. The exemption allows 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 rooidence c.r a farm outbuilding. You may also build or imprQve a commercial building at a cost of $25,000. 00 or less. The building trust be for your use and occupancy. It may not be built for sale or lease. It you well or lease =ore than one building you have built yourself within one year alter the construction is complete, the lav will presume that you built it for sale or lease, which is a violation of this exemption. Your construction swat be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. I hereby acknowledge that I have read the above DISCLOSURE STATEMENT and that Y comply with all the requirements for the issuance of an Owner-Builder permit. Further, affiant sayeth not. Pry irty Owner ,vorn to and subscribed before me this _ day os C � -_ 19�3. F7L # ✓530- 58 Z-foO- g� 2-p P2Est..l NOTARY PUBLIC My Commission Expires% MAUREEN KING Notary Public, State of Florida My Comm. expires Mar. 31, 1994 Comm. No. AA 755736 l a'LA1997 LAWS RAMCO?ORM 4 FS 71].17 1PN[►AN[ IN DU•LICAT[I `�Iu fut�Dm tt t-ututr>rt; The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property........ .... .....:....`, � � �►;� ......: ......................................................................... ............................................2?-33 �..;'le (�4� 3 ..»............_...._...........»............».»....................................................................................................................I....... Z i S ?- L2.3 ........ ....................................................»...........................................................................:.................................................. ...»...............:........................... General description of improvements.....J�c ? ?`• ..:. . C ...........................................».....»......................................... ................................................................................................................................................................................................................................................ 1 a1Z.at�� ifec.v� Owner.....kCii✓-1........... ....... ................................................... en .......................................................................... Address....?..... 3.......... w..��-� .......`l t? .......:��.�....�.............�t..:�..........»....»»....»................................................ ... Owners interest in site of the improvement.......... .............................................................................».................................. Fee Simple Title holder (if other than owner) Name.................... ti .............................................................................................................................................................................................................. Address....................................................................................................................... . ......................................»..............»....... »........... Contrador................................:................................................................................................................................»................... Address.....................................................................................................................................................................................».... ..»........................ Surety (if any)............................................................................................................................................................... »............. » Address........................................................................................................................».............................4rnola of � • bard =•............................... Name of person within the State of Florida designated by owner upon whom notim or afhw&cAnams rm be served Y Nuns .......... `1......"`....»..........................»...............................................................................».......................»»................................................ Address.............................................................................................................................................................................................................................. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1) (F), Florida Statutes. (Fill in at Owner's option). "am' ....�J��!K'.......1"�.......... ..» .J :........................................................:..:......................._.... .»................................... Address......z ..........51!�u ........>f� .....3. ..,�.... . . ....... THIS erACR root RCCORootR•e USK ONLY » ~» » �...... \ ........� . .......... ................. ner V53b-S?;L-bol- 84a-a PQE-�cj.-i Sworn to and subscribed before me this.................................. . '.... vo ....,.._.... G .....................19.. rY Publ AUREEN KING Notary PuCitc, State of Florida My Comm. expires Mar. 31, 1994 Comm. No. AA 755736 ffl�,�.. //3CITY OF `� g 4&4n& "-"/�t&ifC[Q Office of Building Official REQUEST FOR INSPECTION Date /� �____ ✓� Time Permit No. / Received A.M. P.M. �� :3 3 r�ai2��P � l,/ i / � JOB �""-- Locality Name �,de,? .01 Contractor BUILDING CONCRETE ELECTRICAL PLUMBING FramingMECHANICAL Re Roofing ❑ Slab ng Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Insulation yE ❑ FinaTeml Pole ❑ Top Out ❑ Heating Lintel ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. A.M. Thurs. Friday PM Inspection M e — A.M. P.M. Inspector Final Inspection ❑ fGc rGd��' �l�a�fii�K,p Certificate of Occupancy Date 11�� //CITY OF �-/ 4&aa C /Sea:A-ONoi- W Office of Building Official �p REQUEST FOR INSP CTION�/ Date--7--7-9 Per o. Time Received PM. d ess Locality, Owner's Name Contractor BUILDING CRETE LECT LUMBING MECHANICAL ing ❑ ting C oug firing Rough f Air Cond. & ❑ Re Roofing ❑ Slab Temp Pole — Top Out ❑ Heating Insulation ❑ Lintel _ Final _ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. FridayP.M. A.M. Inspection Made P.M. Inspector Final Inspection ❑ I Certificate of Occupancy ❑ 1 3 j Date a 4553 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION LOCATION INFORMATION Address: 2333 SEMINOLE ROAD � ermit Number: 4553 Permit Type: RE-ROOF ATLANTIC BEACH, FLORIDA 3223 Class of Work: REPAIR ---------- LEGAL DESCRIPTION ------ Constr. Type: WOOD FRAME Lot : Block - Section: Proposed Use: CONDOMINIUMS Township: RNG: 0 Dwellings: 0 Code: 0 Subdivision: Estimated Value: 90. 00 Improv. Cost : $0. 00 Total Fees: $22. 50 Amount Paid : $22. 50 ri a 111 / A/91 I F. nmrjo : SURFACE OWNER INFORMATION ---- APPLICATION FEES ------ Name: OCEAN VILLAGE CONDOMINIUMS PERMIT $22. 50 es s 2333 SEM1NOLE ROAD WATER IMPACT FEE $0. 00 ATLANTIC BEACH, FLORIDA 32233 SEWER IMPACT FEE 9O. 00 Phone: (904)249-2987 WATER METER $0. 00 RADON GAS-H. R. S. $10. 00 - ------ CONTRACTOR INFORMATION RADON GAS - 5% $0. 00 Name: ARLINGTON BEACHES ROOFING WATER TAP $0. 00 Address: 1441 CESERY TERRACE SEWER TAP $0. 00 JACKSONVILLE, FL 32211 HYDRAULIC SHARE $0. 00 License: Type: RE-INSPECT FEE $0. 00 SEC. H IMPACT FEE $0. 00 OTHER $0. 00 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 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 MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." VALIDATION DATE: 11/06/91 i1mit: VI:dj FIM ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJEUPLTO TENDERED REVOCATI .So ltaLPbR U VIOLATION OF APPLICABLE PROVISIONS OF LAW. CHANGE $.00 RECEIPT NU 040E'16 ATLANTIC BEACH BUILDING DEPARTMENT By: CITY OF ATLANTIC BEACH PERMIT APPT.TrATTON POOFTNG Owner(s) : &Q-0OLL Se Address: A).3 Je An I Yl O1 e_ I`Q� Phone: 49 Lot # Block or Unit # Subdivision i Contractor: Address: (4 Phone: State License No. '� Describe work to be done: �� _ ILO o r- Materials to be used: Signature OWNER: Date: Signature CONTRACTOR: BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH. FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT -- Applicant to complete all items in sections I, II, III, and IV. 7 LOCATION Street Address: ar. c�1-M . rel (1 1, �� (A (7•+ OF Intersecting Streets: Between And BUILDING , Subdivision ��_��17�J �2r ��Il�S= �e./}�� 111 s 1A1 II. IDENTIFICATION — To be completed by all applicants j In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accorcia-ce With the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances aid standards of good practice listed therein. Name of Mechanical Contractors Contractor (Print) C, _ r Cc, Master Name of Property Owner W NA Signature of Owner Signature of or Authorized Agent Architect or Engineer 111. GENERAL IN RMATION A. Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON ❑ Electric THIS BUILDING OR SITE? ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF VES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO /E INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) A Residential or i J Commercial ❑ Heat ❑ Space ❑ Recessed O Central 1 O Boor C' New Building C) Air Conditioning: ❑ Room A) Central 1W Existing Building Cl Duct. System: Material nickne■• X Replacement of existing system Maximum capacity c.f.m. ❑ New installation(No system previously installed) ❑ Refrigeration O Extension or add-on to existing system Ll Other — Specify ❑ Cooling tower: Capacity 9-P-1". ❑ Fire sprinklers: Number of heads ❑ Elevator ❑ Manlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (number) (R.afved) ❑ Tanks (number) Remarks ❑ LPG container (number) ❑ Unfired pressure vessel Toiler Dat a- 0 Approved by Da ❑ ❑ Other — Specify Permit Fe. LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Ctpacity Apprwtns Number Unites Description ![oriel Number Manufacturer ( na) cY liTT j 13 HEATING - FURNACES, BOILERS, FIREPLACES CaPacltY Appy Number Units Description Model Number Manufacturer (BTU) .Agmcy TANKS Sown Many Nominal Capacity 'Type Liquid Name Of Serial Approving and Dimensions Contained Manufaetura No. Agency BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC REACH ATLANTIC DRACN.FLORIDA 95200 APPLICATION FOR MECHANICAL. PERMIT CALLJN NUM9EA IWORTANT—Applicant to complete all items In sections I, II, III, and IV. tocATloN st...t AJJ,.r: '2-2 33 5Em ��t _P�v ' 3 i Of I.Ntses li•T flraafeg eel.a•• Axd WILDING tv�JLM4e C`�CE�N UtL�q 11. IDENTIFICATION— To be completed by all applicants, I. <e.gf1•r•tlon el ey rw,;l �b.n 1 the rerl as degalb•d In the oboes ItN.m.nl,.•h.c•by•9,•• to perform geld work In accordance n ..M tn• art.c/y1 �1•.. gp•ufit•tieq. A •r• • part hereof and in sccvdece .;th Ih• city of J.ebo 01. ordinencn end Os,,d.rdt d �eod r•<rte rheyln. N— .i Iles re! G.1<esf.r. C-. -1.< ..fl CEAN STA A/.afe. GA C-04g310 0-of ' S AND RZGE Owe .1 o.e•e sy,.►.t. .f er A.4owi ell Apel AnAllaef M En Ill"or 111. �/1L 711, THER CONeTRIXT10N RtINe DONE aM NIILOIND 011 SITE PO C•e—O Il O No" O C.Mrel IMMIES, SIVII wines"or OONSTOpimose O Qs remoT ❑ 04e. — s"oof IV. MOCHMOCAL eDU/%Wff fO N*WALLIS NATUM Or wO11K e•.yiN.4 ea e.+•peweb�'t•..1 of A/1.latgg) ❑ IMNdenllot of O Commetclet f O 1M« O Seneea.� Q" GM�I O Ilw ❑ New S�tlldltq ❑ f,tlRllno swil ❑ D—. $"—: MNw{eL_ TUANNa_ ____ Er mimsoer om of existing system Meai+w.g•aMeIM afr♦ ❑ Now InstRllRllon Ilio eylem prevlouet!notepad) O E.f.:pr.+l.. O Exlenelon of add-on to exlellng.velem ❑ e..+:.e »-« drr+r e� O otn.f-Neat— O Fg. r4e: N."" of ►..tt O H,.ew O M..rh O (N••►••t TNM VAa►oft orf fob UN ONLY O Teell. 1«-4Nt R.Ng.aLe O LIC �_- lee.x►r) O U.feed ro"Wro ve«. 13 I.i+e ren"R ANr"r♦ &V._ D..• O re-,le 4- LAST ALL KwIr"Il T AA COMXT)M4M AND RrpR1OLRAT1oN [QVWWM )flwbe Thllte DeReryllne NO"Number NM11fY1tLlmfr (ltier)� Atomf Ct�rIDEn15EQ 3 Lt Lei 1 C �sl�� 1 g WATVfG • rURNACM DOUAR& F=n.ACU x"'•w t)efta f/eM Uhstiet >M11ie/refrRw ,lfi j � i}!i-e-cti► LicvFcc. 3 +R �E+! TANKS 1m Kuy »MltitrN�� e> Phial.ofArsocy ferisl �atrAYiM PSR-3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - - PEEMIT INFORMATION - -------- LOCATION INFORMATION --- ---- Permit Number: 15192 'address : 2233 SEMINOLE ROAD #31 Permit Type:MECHANICAL ATLANTIC BEACH . FLORIDA 32233 - lass of Wor.k:ALTERATION --------- LEGAL DESCRIPTION ------- Constr . Type:WOOD FRAME Block: Lot : Twp: Proposed Use : SINGLE FAMILY Section: 0 Subd: Rng ' Dwellings : n Subdivision: Est , Value' 0 . 00 Improv . Cost : 0 .00 Total Fees : 33 .00 Amount Paid: 33 . 00 W DENSER AND AIR HANDLEI. OWNER !NFORMA'dION _ _ ------ --- APPLICATION FEES --------- - Narrie : VANDERZEEPERMIT 33 . 00 ddr - 2'3 SEMINOLE ROAD #31 ATLANTIC BEACH , FLORIDA 322= Phone;:: ( 904 ' 249- 251 CONTRACTOF INFORMATION --- Mame: OCEAN STATE HEAT & AIR Addr :- 14"9 ATLANTIC BLVD. NEPTUNE BEACH . FLORIDA 32233 sic : MHAR-.181. Exp , Tune , � NOTES: 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 MECHANICS' 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. $33.0014 Date- 18411137 01 RoGgipts 880414 CHECKS 12399 99199993221999 ATLANTIC BEACH BUILDING DEPARTMENT By: 17-- CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATI -_— Permit Number: 23372 1 Address: 2337 SEMINOLEF OQR DA 32233 Permit Type: PLUMBING ATLANTIC BEACH, Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section:0 Square Feet: Subdivision: Est. Value: Parcel Number: _ -- Improv. Cost: OWNER INFORMATION _ Date Issued: 1/23/2002 Name: THOMAS MCCRARY Total Fees: 25.00 Address: 2337 SEMINOLE ROAD#A Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 1/23/2002 '-..,Pbone: (904)246-9961 Work Desc: REPLACE WATER H -- -- CONTRACTOR S PLICATION FEES DAVID GRAY PLUMBING, INC 25.00 i+1p Ni: !rr�ytr' #fir � s 0. . lea xis acvIlkr y3 NOTICE - IN CT BEQUSTED `T LEAST 24 f-IOUI ' `' 1QR Tfl SPECTION BUILDING MATERIAL1 , JBBISH A fFWORK M PLACED IN PUBLIC SPACE, AND MUST BE CARED lAIA OR OR OWNER "FAILURE TO COMPLY WITHE1 k. A SULT IN THE PROPERTY OWNER PAYING T�, ITS" ISSUED ACCORDING TO APPROVED PLANS VVj.-(jCTMqE7Mr5F THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW__ M" 14 ATLANTIC BEACH BUILDING DEPT. Date: 1/24/92 It Receipt: W%77 CIIECKS 3799 --_—_ -- 98119193221119 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: �H /'�/� �`� TELEPHONE NO. PLUMING CONTRACTOR DAVID GRAY PLUMBING INC . CONTRACTORS ADDRESS: 8850 CORPORATE SQUARE CT. JACKSONVILLE, FL. 32116 STATE LICENSE NUMBER: CFC 022586/436 TELEPHONE: 724-7211 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY 1 WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE OTHER TOTAL FIXTURES: x $3 . 50 + $15 . 00 -� MINIMUM PERMIT FEE - $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: avid Gra ----------------------------------------------------------- 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 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 Ford, Don From: Ford, Don Sent: Wednesday, November 07, 2001 7:29 AM To: 'ken@rcmg-jv.com' Subject: Inspection @2233 Seminole Rd. Units 22A & 23B Mr. Voelker, I did not have time to inspect the units a 2233 Seminole Rd. yesterday due to my building inspector being out. I have re-scheduled this inspection for Friday November 9th. I will keep you informed of the out come of the inspection. Don C. Ford CBO Building Official City of Atlantic Beach w } • M 1 September 25, 2001 To: Florida Bureau of Condominiums 1940 North Monroe St. Tallahassee, Florida 32399-1032 FAX: 850-488-7149 From: Ken Voelker P.O. Box 1088 Seminole Beach, Fla. 32233-1088 Subj: Lack of Maintenance to Condo Elements & Interior Damage to my Unit #22 Please find the attached letters to our board of directors at Ocean Village Association, which pretty much sums up my current situation. Such detailed correspondence in the past 90 days has not received a mandatory substantive response from the association board of directors. I also verbally detailed severe maintenance problems to our common elements at the board meeting and it was not minuted. Lack of required condo board maintenance over the years, specifically to my respective unit and two adjacent units, is reason for alarm. Our association property is becoming unsafe. Unfortunately, I am currently residing (in unit #22) between two compromised units that have been found to be structurally unsound by a professional structural engineer 2 months ago. As of this date, serious damages to both units have not been corrected or safe for occupancy. I have asked the City of Jacksonville Building Construction Division of Code Enforcement to visit the scene and investigate possible condemnation proceedings in the next ten days (case #163897). As a holder of Fla. Licenses in Building Contracting, Real Estate, and CAM; it greatly concerns me that no action has been taken by our board of directors to immediately protect our neighbors from damaged and deteriorating structures throughout our entire association common elements. As a precaution, I have installed YELLOW & RED CAUTION TAPE on my unit and appurtenances to warn of large, loose, cracked overhead concrete/clay tiles that seem to be falling on a regular basis. This is an emergency and reckless disregard of condominium law totally out of control. I implore you to immediately send a qualified investigator to inspect the premises at Ocean Village Association, 2233 Seminole Beach Road, Atlantic Beach, Florida, 32233( specifically the Clubhouse, Units #22 and #23). Ocean Village board members can be reached in Units 1, 19, 27, and 36. 1 also request an immediate 4ate supervised arbitration proceeding to begin. Sincerely yours Ken Voelker, FY(904)242-4941, Cell-Tel: (904) 838-2727 Attachments: 2 letters of notice to board of directors 25 July 2001 Certified Letter & Hand Delivered To: D. Fletcher, President - Board of Directors Ocean Village Association 2233 Seminole Beach Rd., Unit#27 Atlantic Beach, Fla, 32233 From: Ken Voelker, Owner of Unit#22 Subject: Emergency Roofing Repairs to Unit#22 & Maintenance Neglect On / about 30 June 2001 1 met (on my property) with Ocean Village board member Ms. J. Main to discuss my unit's various overdue Ocean Village maintenance problems, an active leak through my unit's NE corner wall abutting the common breezeway, and serious potential roofing leaks concerning my respective unit. Her son who appeared to be knowledgeable concerning construction accompanied her. I again detailed these exact problems at the Ocean Village Board meeting 16 July in the board's presence and discussed same with board member Ms. D. Fletcher on 21 July 2001. To recap, please note the following summary, which is not intended to be all inclusive of my unit's exterior deferred maintenance problems: • The privacy fence between my unit 22 & unit 23 is rotten and failing down after many years of neglect. It's an unsightly safety issue that must be rectified immediately. The SE concrete block stucco party wall-between my unit 22 & unit 23 is deeply cracked at X105 both the second floor and ground floor elevations from an apparent lightning strike. The stucco system is now unstable. It could leak water and damage my unit's interior at anytime, and looks very unsightly The NE concrete block privacy wall between my unit and the common breezeway has ps separated from the party wall, is leaning toward my unit, and has an apparent foundation ✓3 settlement problem. It presents safety and potential water leakage issues. My unit's front mansard tile roof has cracked roofing tiles and subject to leaks. CSS' 3 My unit's rear mansard tile roof has obvious problems visible to the naked eye -several missing roofing tiles and end pieces, many cracked roofing tiles, failed sheeting and waterproof roof support system, and progressive roofing leaks for many years. Structural roofing support systems(rafters/joists) can only be determined after the roof is torn off and replaced. Emergency repairs were executed 21 June. Questionable structural support and beam system carrying the entire 2"d floor on the eastern elevation of my unit. Settlement is obvious and causes difficulty in closing both my upstairs and downstairs rear sliding glass doors for many years. Painting on both my eaves, flashing, and fascia boards is of poor quality and defective. A/C electrical breaker boxes on the NE party wall are rusted and dangerously exposed to -3 the elements. Leaks inside my 3 double-paned fixed glass windows were stained from outside water 3�5intrusion coming from an upper level floor leak. The exterior of the upper level sliding glass door opening has multiple levels of caulking from numerous leaks reported to Ocean Village Association over the past 3 years. The 3� water has repeatedly leaked and ponded downstairs next to the lower sliding glass door. The entire eastern exposure of my unit's existing T1-11 siding system is deteriorating and ©�_'L needs to be replaced. Numerous areas are caulked to stop previous leaks and exposure to the elements. 1 EMERGENCY REPAIRS: On Friday evening 20 July 2001 our family observed water actively leaking into our unit and running down our custom wood interior/drywall on the inside SE wall. The weather that night was only an intermittent drizzling rain. Saturday morning 21 July the entire wall was soaking wet and water damaged inside. I went outside to our upstairs deck and further observed (from a distance of only about 5 feet) that the roof sheeting/waterproofing was completely rotted away underneath the tiles, water was running internally into the eaves, the fascia was rotted away, and flashing was bent and ineffective. I reported this to board member D. Fletcher at 9 AM and she arranged for a temporary emergency "patch" to stop the water from coming into my unit later that morning. Although I greatly appreciate her quick response and concerns, it does not address the larger roofing problems with rotten wood/cracked tiles and potential costly leaks into our custom interior. Several weeks prior to discovering the leaks, I addressed these problems with several Ocean Village board members in person and had given them a first-hand / close-up inspection for their evaluation. Only several days ago I further expressed concerns for my unit's specific problems at a regularly scheduled board meeting and noted that the leak problems dated back to the 1980's. No immediate action was forthcoming. I have attached a letter from the Florida certified roofing contractor, Ryan Mills of AIA Roofing, which details his findings concerning my particular temporary repair. The roofing contractor showed me the appalling neglect of the rotten roof and discussed the likelihood of more potential water damage. He shares the same concerns about leaks and recommends repair / roof replacements ASAP (as soon as possible). Having witnessed his repairs to my unit on 21 July, I agree with his professional assessment. Consequently, our family is left with no readily available alternative to protect our property's interior from further leaks with the looming hurricane season on our doorstep in the next 30 days. As installed, the contractor's temporary patchwork of fixes to our roof is unacceptable and questionably watertight under expected heavy rains & winds on a daily basis. In accordance with the practice of professional "due diligence" him & I discussed the work scope particulars of the re-roofing of my unit; proposed credits for the clay tiles, contract pricing, payment, & subcontractor status/notices/insurances/licenses, and critical recommendations regarding his schedule. 1 consider this an emergency to be dealt with immediately, but have not given AIA Roofing a notice to proceed with my unit's re-roof job. I have received a copy of AIA Roofing's written proposal that was given to Ocean Village Association prior to commitments. However, my unit's leaks present ongoing serious safety and water damage issues More leaks are imminent due to daily inclement weather. Consequently we're left with no viable options to protect our property except to proceed with immediate repairs. Please be advised that if the Board of Directors for Ocean Village does not resolve our roofing problem, with a new roofing system on front and rear of our respective unit on or before Tuesday 1 August 2001, it is our intention to give AIA Roofing a notice to proceed to execute whatever work and material installation is necessary to replace our deteriorating roof system. I have done everything reasonably possible in the best interest of Ocean Village Association to mitigate the costs and will confirm completion prior to an approval for payment to confirm a professionally installed product. After the work is finished to a prevailing standard in our community, I will present the original AIA roofing bill for timely payment to Ocean Village Association. If the AIA Roofing bill is rejected for payment, either directly or indirectly, we will aggressively pursue other statutory legal remedies and/or contact appropriate state agencies to prevent mechanic liens and seek yet to be specified restitution for extensive interior repairs. Sincerely, Ken oe ker Ocean Village Unit#22, P.O. Box 331088, Atlantic Beach, Florida, 32233 — 1088 2 HAND DELIVERED 17 September 2001 TO: Ocean Village Association Board of Directors 2233 Seminole Beach Rd. Attn: Diane Fletcher President Subject: Emergency Repairs Needed Please be advised that over the weekend of September 14-15, many concrete tiles came off the roof of the Ocean Village recreation room and landed in common areas below. Approximately 6 tiles landed on my rear appurtence, rear deck, and front patio areas. This is a very dangerous situation and cannot continue. I brought my unit's similar dangerous roofing condition to your attention several weeks ago and raised the problem at a scheduled board meeting two months ago including a follow-up registered letter THEREAFTER to your attention. Several weeks ago I "red taped" the rear deck of my unit to warn my neighbors/passerby FOOT-traffic of falling tiles. To avoid further chance of association liability, I implore you to red-tape the entire area behind units 22, 23, and not allow foot traffic in the area of the breezeway. It will be a costly oversight if someone should is injured by association property that is dangling precariously overhead. On the continuing problem of my own needed roof repairs conducted 14 September 2001, the 2nd patch job this week(3 total to date) has not been water tested as yet. The underlying 1 foot by 1 foot hole in my rear roof has not been repaired and damaged wood replaced since I showed you this situation 6 weeks ago. I now have an entire interior wall that must be removed due to roof water damage to replace custom woodwork and plasterboard. The underlying structural support may also be comprised. I have interior ceiling damage to my custom wood (buckling from roof water leaks) adjacent to the damaged wall. Roofing tiles are starting to crack on the front and rear of my condo roof. As you know, some of my roofing tiles have fallen to the deck below already. Water is still coming in my rear NE corner floor area from the common elements under the breezeway. Fresh water damage to my custom wood is also apparent in this area downstairs. The cracks on my exterior stucco SE party wall remains damaged and has cracks that are 1 '/z"(one & one-half inches) thick. The soffitt and fascia wood on the rear of my unit is rotting and may fall at any minute. The rotten fence has almost fallen down that separates my rear area from unit #23. It's a disgusting site and must be removed immediately for safety reasons. It fell on my AIC unit over the weekend. My intention is to relay this information to the City of Jacksonville and have the appropriate controlling agency investigate condemnation proceedings in the next two weeks. I am surrounded by two Ocean Village structures that cannot be occupied/enjoyed by current residents. Repair of these structures in the next two weeks is not forthcoming by our legally responsible board members. This is my full-time residence and I do not want to leave. However, if it becomes necessary for me to vacate my premises due to reasons of uninhabitable conditions (at Ocean Village) through Ocean Village Board of Directors negligence, I will be forced move to the nearest oceanfront hotel accommodations of comparable amenities. All subsequent lodging and housing requirements will be for the account of Ocean Village and damages resulting therefrom. In the next several days, I will contact the State of Florida Board of Condominiums and appropriate enforcement agencies for immediate relief. I have full intentions to avail myself to seek whatever legal venue necessary to seek relief from this situation. Sincerely, Ken Voelker FULL-TIME RESIDENT Unit #22 U9/G13/YU01 12:09 FAX 9U4 3913 3189 bUU1tt rnnn� + 904-739-2069 P _ 03 51.-P_Z5_01 1Z :44P Shorstein CPA ff' Lon NADEEM ZEBOUNI, P.E. Tel: (904)2x35-8899 Fax;(904)273.4254 FIELD OBSEg2 ATIQN REPORT !?IrPORT NO: n? NSPECTION DATE: 921/01 ( 3:30 PM ) PROJECT - ocean Village Condominiums REPORT DATE: 9124/01 (4,00 PM ) 2233 Seminole Road Atlantic Seach, Florida CONTRACTOR: Paras Is-oraates WEATHER: Sunny&.hot CLIENT: Mr. Jack Shorstein YOUR REFERENCE: Structural Failure Ot3SERVE'D BY: Nadeem G. Zebouni, P.E. OUR REFERENCE: 1102 REASON FOR OBSERVATION: Preliminary structural assessment. PERSONS INVOLVED. Jack&Judy Shorstein, Auburn Burrell, June Main, Diane Weitzen and Nadeem Zebouni- 1TE! IS EXC!-'..^N sED: ^s:tr Joan and original,xrsbrue'-on doc..rens consisting of 14 drawings prepared by Paras Associates Architects and dated 2/1/73- Partial copies of these drawings are attached under Exhibit"A'- Q SERVA`( - AND DISCUSSIONS: The 43-unit condominium complex was built using 8'concrete masonry unit"CMU" walls, with the exception of the east walls of the oceanfront units which were built using 4"wood Stud walls- Prefabricated wood trusses at 24"on centers were used to frame the roof and 2x10 at 12'on centers were used for the floor framing. Pressure-tn�ated 2x6 at 12"were used for framing the cantilevered balconies at the second floor level. Preventative maintenance of these units has been minimal and maintenance records were not available- Photographs were taken during the site inspection and copies of these photographs are attached under Exhibit"B". ,,ie expo:�-,ad wall of the oceanfront unit f123A was observed, w c Yras partially covered with plastic for protection- Severe dete6=tion of the T1-11 siding and the woad studs and headers was ot)-served (ger' Photographs#1 &#2 ), as veli as the blocking in between the wood floor joists of the cantilevered decks (see Phonograph#3 ). Wood is hYgro;copic, which means that its moisture content adjusts to reach equilibrium with the temperature and relative humidity of the atmosphere in which it is used- `Aoisl[ure present in woad (1) may be aasomed by the cell walls, or(2) after the vralis are saturated may occupy the void space within the cell cavities-Tha first type is called "bound water"and the second"free v4Aer'- Adsorbed water softens the aeilulosellignin material of the cell will, therefore, it weakens the wood, reducing all strength and stiffness properties except perhaps impact strength. 200 ExEcUTIVE WAY, SUITE 216 - PONTE VEORA 6EACH, FLORICA 32002 • E-MAIL:NZebounMaol-com u9i24i2001 12:UU FAX 9U4 398 3169 BOOTH AHNULD & rr.xhL Wj— Scr-j-25-01 1 2 :44P Shr3r-ste i n CPA 904-739-2069 P- 04 The presence of high moisture content in the structural wood elements also adversely affects the fastaners(nails)_ It i9 not the actual moisture content at any given time, but rather the change of moisture content that affects fastener strength markedly. This is because any change in moisture content Is accompanied by dimensional changes( shrinkage or swelling ) that may tend to withdraw or loosen the fastener. Whether the wood splits or not, the strength of the connection is severely reduced_ A crack along the flashing of the fire wall of unit#23A and the attempted roof repair of unit#22A were observed (see Photograph 44 )_ Note that the barrel-shaped roof tiles have fallen off the roof of unit #2'9A Cracks were observed on the east face of the 8'CMU fire wall (see Photographs#5 &96)_ Similar cracks vuem observed on the other fire walls( see Photograph 07 ). These cracks are caused by rusting of the mild reinforcement in the end cell of the CMU fire wall. Cracking and spalling induced by steel corrosion is a function of the following variables: 1)CMU tensile strength. 2) Quality of concrete cover over the reinforcement. 3) Bond condition of the interface between the rebar and surrounding concrete. 4) Diameter of the reinforcing bars 5) Percentage of corrosion by weight of the reinforcing bar_ The structural capacity of the concrete is affected by bar corrosion- Research has demonstrated that the ultimate load capacity begins to fall with more than 1.5%commiom and when it reaches 4.5%the ultimate load is reduced as much as 12%. it is my opinion that the Presence of chlorides iry the concrete is the maln cause of corrosion of the reinforcing bars. Chlorides can be induced Into concrete by coming into contact w461. erivironme^S containing chlorides- Penetration of the chlorides starts at the surface, then moves inwrard_ Penetration takes time, depending upon: 1)The amount of chlorides coming into contact with the concrete. 2)The permeability of the concrete 3)The amount of moisture present_ Spalling and delamination occurs if the natural forces of gravity act on the loose concrete. When cracking and delamination progress, accelerated corrosion takes place because of easy access of corrosive salts, oxygen, and moisture. corrosion then begins to affect rebars buried further within the concrete. The concentration of chlorides necessary to promote corrosion, among other factors, Is greatly affected by the concrete's pH, A threshold level of 8000 ppm of chloride ions is required to initiate corrasion when the pH is 132_ As the pH is lowered to 11.6. corrosion is initiated with only 71 ppm of chloride ions. Mees' corrosion. may take place even in high alkaline environments if chlorides are present- Chlorides are not consumed in the corrosion process, but instead act as catalysts to the process and remain in the concrete- The corrosion process is progresNve, beginning at the intersection of the crack within the reinforcing bar, then progressing along the bar as shown in Photographs#6&V. The exterior of the recreation center was observed ( we Photograph#8 ). Some of the 4x4 wood posts supporting the built-up 2-2x12 with Y4'steel flitch plate (see Photograph#9) were replaced with 6x6 wood posts(see Photograph#10 ). The flitch beam has slightly rotated and the soffit trim piece has been crushed at the 6x6 vtiood post. U8/28/GUU1 1L:09 FAX 9U4 394 3189 BOUl'H ARINULD & YLKLG VV4 Sen-Z5-O� 12 : 45F' S1�orstein GPA 904-739-2069 P _05 Water infiltration inside the recreation center has occurred, as evidenced by water stains on the gypsum board (see Photographs#11 &912)_ The floor elevation in the southeast comer of the recreation center has settled(see Photograph#13 )- Water infiltration was observed in unit#17A. About three months ago the siding and roofing were repaired when the windortivs were replaiced. Improper roofing repairs of other units has also been performed( see Photographs in attached Exhibit'C'and Photograph#4 in attached Exhibit"B" ). Water infiltration through the northern wall of unit#12A(--x--e Photograph#14 ) was observed near the northeastern comer of the living room_ Water stains in the kitchen also exist A crack along the second floor 8'x8'conc•rte tie beam was observed (see Photograph#15). A similar crack in the eastern► CMU wall of unit#11 B was also observed (see Photograph#16 )- The inside of unit#23A was observed_ Temporary wood shoring of the eastem ends of the 2x10 floor joists was observed ( see Photograph#17)- %*gypsum board and a wood stud with a completely damaged top portion ora 2x4 wood stud were observed ( see Photograph#18 ). Water stains and damage in the ceiling were observed ( see Photographs#19.#20,421 &#22 ). Cracks due to differential settlements were also observed over doors(see Photrgraphs#23&#24). A crack along the second floor level 8"x8'concrete tie beam west wall of the building containing the 3-bedroom units#288, #2913 and#3pB was observed(see Photograph#25)with a downspout discharging rainfall water runoff on the same wall where a crack in the stucco exists between the CMU wall and concrete slat-on-grade ( see Photograph#26 ). diverting the rainfall discharge away from the footprint of the building is advised. Repaired lintels over some windows of the building containing units#318,9328, 4338, #3413, and 9358 were observed where they have been repaired in the past, but leaks still occurred during the recent heavy wnd-driven rain by trwicai storm Gabrielle. CONGt_us1ONS MID RECQMMENOATIONS: Based on my past experience, field observations, and the contents of this report, it is my opinion that, starting with unit#23, the entire eastern wall must be rebuilt as follows.- Provide ollows:Provide temporary bracing near the east ends of the 2x10 floor joists and roof trusses, Le_ at both levels. • Use a continuous 3 1/8"x 12'Glu-Lam beam for a header over the windows and sliding glass door at the first floor level and a continuous 4x12 wood beam for a header over the sliding glass doors at the second floor level_ Also, use 2x4 studs at 12"on centers with an'RSP4' ( see attached Exhibit"D" ) stud plate tie top S bottom of each stud. • Use a 4x4 wood post to support the new beams with'ACE4 MAX' post caps over exterior posts and 'AC4 MAX" post caps over interior posts. Use a"SC40" post base at the bases of the posts( see attached Exhibit'L)" ). • Make exploratory cuts in the floor sheathing near the ends of wall openings. Inure that the east ends of the exlsttng floor joists are in good condition and that all cantilevered 2x6 joists of the balcony are pressure-treated having a minimum of 8'-0" length and lapping 4'-0" with the floor joists. Replace or reinforce damaged floor joists and cut cantilevered joists. • Apply a minimum '/"thick"APA' approved wall sheathing with 8d malls Q 4'on centers, covered with two layers of 30#felt prior to applying the T1-11 siding, 08/26/2001 12:10 FAX 9U4 398 3189 bUU1h AAivUI.V a rr�L%Zf. Sen-z5-Oi 12taSP SFiorstein CPA 9oct-739-2069 P-06 • Repair and/or replace the roof covering and flashing to insure watertight conditions, especially along Moth sides of the fire walls. Hire a waterprmfin9 expert to provide flashing and waterproofing details for the roof and walls, esIxicially around openings. • Repair of the crack at the east end of the fire wall must be performed by a reputable contractor specializing in this kind of work. The=rk must include the following: 1) Surface preparation requires removal of all loose and deteriorated concrete, and also includes concrete removal. 2)All heavy rust and scale should be removed from the rebar to promote maximum bond with repair material. A tightly handed light oxide build-up may develop after cleaning. This is usually not detrimental to bond. If protective coating is being applied to the rebar, the manufacturer's recommendations for surface preparation must be followed. 3) Rebar might require splicing or replacing in areas where corrosion has exceeded tolerable limits_ 4) Shotcrete( gunite ), hand placement, or farm and pump the repair material into cavity to be repaired. You can contact Mr. Jlm Tombarello with Southern Concrete Repair at gel-0o55. He did the concrete repair work at Ansbacher's residence. • Consider applying a sealer to waterproof the envelope of the entire unit, including the CMU walls. Coastal Construction Products(tel.#904396-7171 )and Construction Materials(tel.# GrD4-268-7511 ;terry, an array of sealers and can assist you in making proper selection of a sealer and give you a list of cvnb-actors that Wemhslize in The rame applie-s for the builvings containing the 3-bedroom units. The cost plus repair of unit*23A will provide a budget for repairing the other oceanfront units. It is my opinion that the stud walls of all the oceanfront units, including the recreation center, must be replaced as outlined above. Furthermore, the flitch beams of the recreation center must M exposed and replaced, if necessary. ,also, the east ends of all the second floor joists must be exposed and replaced or rein{ If found damaged. if have any Questions or comments, please let me know If you need a general contractor, ¢ mend Mr_ Paul Bush with Bush Construction,telephone number 904398-2308, S 1 ely, N. G, a uni, P_ NGZ:t Attachments 11/09/2001 07:24 9046589341 RIVER CITY MGT GROUP PAGE 01 Author: Ken voelker at PARREMOTE Date! 11/8/01 8:40 AM Urgent RM Subject: INSPECTION @ 2233 SEMINOLE BEACH RD #22, 23, & RECREATION ------------------------------------ Message Contents Don Ford, CBO auilding official City of Atlantic Beach, Florida Bob, Thanks for your note. I would be more that happy to attend the Friday inspection but unfortunately I am in meetings all day(Friday & Monday) with the City of Jacksonville. Since our conversation I have had more definitive pictures developed that were taken in the past 6 weeks concerning specific problems. I have been an owner of my unit since 1977. I'm absolutely appalled at the condition of my property and lack of maintenance in many areas of the complex. During your inspector's visit, he should take particular note of the following safety hazards - just to name a few of the most obvious: 1) In the common breezeway recreation room adjacent to unit #22: In July of this year, we were told at a board meeting, that the upstairs rec. room could not be used pursuant to an engineer's report. The rec- room has failed beams across the breezeway, sagging roof lines, roof tiles that have fallen below onto the common sidewalk, many missing roof tiles on all 4 corners of the rec. room that have fallen below where the public walks. on the SE corner of the rec. room - missing roof tiles are causing water to enter the interior of the building. During a recent storm, the large rec. room roof access hatch blew off the roof and damaged the awning in the front of the building next to my doorway. Remaing cracked and loose tiles on the mansard the roofs will surely fall in the next bout of heavy winds. Gutter and downspouts are missing or damaged. Facia boards are rotting and metal flashing is hanging above over the breezeway. All electrical conduits in the breezeway are rusted badly- All the overhead sheetrock should be removed before it falls down into the breezeway. The concrete block decorative sE privacy wall foundation(about 7 feet tall) , with a maze of wires and failed downspouts, has settled and leaning toward unit #22. 2) The common oceanfront overlook deck(behind the rec. room) has serious damage, rotting deck boards, portruding nails and should be Lorn down for safety reasons. 3) Unit No. 23 : This unit's interior support beam has been shored with support columns for safety reasons and a failed support beam over the doorways. They are visible from the outside. The poorly installed visqueen/plastic(over the doors) has been covering up this problem for 4 months and I'm sure that water is running inside his unit over the exposed windows making matters worse. The detailed engineer's report I gave you does not mention water damage. 4) Unit No. 21: Has missing roof tiles that have blown down into the area below next to the common breezeway. 5) Asphalt Parking Lot: Potholes in the entrance-way and damaged curbing in other areas. 6) Trees and shrubbery completely overhanging sidewalks(forcing kids and older adults off the sidewalk) around the complex need to be trimmed. The areas around Unit No. 17/18 and 32/33 falls into this 11/09/2001 07:24 9048589341 RIVER CITY MGT GROUP PAGE 02 category. Broken sidewalks in some areas. Leaning privacy LCia�cs with attached wiring in some areas. .t 7) Unit No. 22; My unit is "sandwiched" between the recreation room and unit #23. The engineer's report addresses the two adjacent structures in detail which concerne me GREATLY that he has virtually condemned both the buildings with his professional assessments. Water was pouring into the interior of my unit(5E wall) until 3 patch jobs were completed. The eastern roof scupper is rusted with holes which allowed water to go behind the roof sheeting. The roofer identified a huge hole in my roof sheeting that exists to this day. The board of directors told him NOT to fix the sheeting. I have severe beam failure/settlement on the ocean side that has affected my overhead door jambs for many years. The party wall electrical breaker boxes and external conduits don't meet code and should be replaced n 22 & immediately (between 22/23) . The SE stucco party ,�all 23) leaks water due to 2" concrete spalding cracks. In every blowing rain from the ocean exposure I have water intrusion on the east w all due to rotting wood underneath the rec. room. My fixed double-paned glass windows on the eastern exposure have water intrusion between the panes due to leaking water from the failed siding joints and failed beam settlement. Soffit and fascia wood is rotten and may enhance failure of the heavy roof tiles on the eastern exposure of my unit. g) I've told by Patrick Flynn of the Florida Bureau of Condominiums in Tallahassee that he has contacted the board at Ocean Village and are currently investigating this situation. My current e-mail address: ken.voelker®parsons.com Thanks for you p. h Ken Voelker ocean Village, unit #22 2233 Seminole Beach Road Atlantic Beach, Fla. 32233 ?()t,( - fag - � Z - December 15, 2001 Mr. D. Fletcher President/Board of Directors Ocean Village Association 2233 Seminole Road, Unit#27 Atlantic Beach, FL 32233 Re: Inspection/Citation of Code Violations 2233 Seminole Road Unit#22 Dear Sirs and Madams: I have conducted an inspection at Unit 22, Ocean Village, to determine the occupancy/safety violations. The following is a list of violations I observed during my inspection on Friday, November 9, 2001: 1. Breaks in the concrete block stucco party walls between Units 22 and 23. Large cracks were observed which is a violation of Section 305.2 Standard Housing Code which requires exterior walls shall be free of holes, breaks, loose rotting board or timbers, etc. All siding and materials shall be kept in good repair; 2. The concrete block party wall between Unit 22 and the breeze way shows signs of deterioration and has shown evidence of some water leakage. This is also a violation of Section 305.2 Standard Housing Code; 3. The mansard the roof has cracked roofing tiles and several missing tiles and end piecesafailed sheathing shows evidence of water leakage which is a violation of Section 305.3.2 Standard Housing Code which states that portions, additions or sections of the roof including but not limited to the fascia, eaves, soffit, sheathing, rafter tails, barge rafters, vent screening, gutters, down spouts, roof jacks, lead or metal flattening, shall be complete with all trim strips, moldings, brackets, braces and supports in accordance with common building practices. No items shall display signs of deterioration, abuse or improper installation that can be construed to affect the purpose of that item or cause damage to the immediate area or roof structure that could allow dampness or admit rain to the interior of that building 4. The air conditioning electric disconnect boxes on the northeast party wall have rusted and the wiring is exposed to the weather. Section 373.2 5. National Electric Code says that enclosures installed in wet locations shall be weather proofed. 6. The three double-pane glass windows are leaking. Section 305.7 Standard Housing Code requires every window shall be substantially weather tight, water tight and rodent proof and shall be kept in sound working condition and good repair. 7. The exterior of the upper level sliding glass doors has been caulked and is showing evidence of leaks. The water has ponded downstair. Section 305.12 Standard Housing Code requires that exterior door frames shall be kept properly maintained and shall be affixed with weather stripping and thresholds as required to be substantially weather tight , water tight and rodent and insect resistant when the door is in the closed position. 8. The eastern exposure of Unit 22, T-111 siding is deteriorating and should be replaced which is in violation of Section 305.2 Standard Housing Code. Every exterior wall shall be free of holes, breaks, loose or rotting boards or timbers or any other condition which might admit rain or dampness to the interior portions of the walls or to the occupied spaces of the building. All siding materials shall be kept in repair. From today's date you are required to correct the aforementioned violations within thirty (30) days. On January 15, 2002, the City of Atlantic Beach Building Department will conduct an inspection of the property to determine if the violations have been corrected. If upon inspection the violations have not been corrected by the stated deadline this case will be turned over to the Code Enforcement Board. Under Section 162 of the Florida Statutes the Code Enforcement Board may levy fines of up to $250.00 a day for first violations and $500.00 per day for second violations not to exceed $5,000.00. Please contact me at 247-5826 if you have any questions concerning this matter. Sincerely, Don C. Ford, C.B.O. Building Official DCF/ph cc: City Manager CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING ` 800 Seminole Road - Atlantic Beach, FL 32233 -Tel. 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION _ LOCATION INFORMATION Permit Number: 22904 Address: 2333 SEMINOLE ROAD#31 Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section:0 Square Feet: Subdivision: OCEAN VILLAGE Est. Value: Parcel Number: _--- Improv. Cost: OWNER INFORMATION– Date Issued: 10/23/2001 Name: MARY BETH POWELL DER ZEE Total Fees: 25.00 Address: 2333 SEMINOLE ROAD#31 Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 10/23/2001 Phone: (9.04)356-1282 Work Desc: REPLACE LAVATORY AND WATER CLOSET APPLICATION FEES CONTRACTORPERMIT(S) 25.00 JAMES JOLLY PLUMBING 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 PERMIJ4ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 'r -- - -----"— 1 14s2LN 14 ATLANTIC BEACH BUILDING DEPT. Date: 18/23/81 el Receipt: 888413251 CHECKS CITY OF ATLANTIC BEACH a 3 3 SQ IT)o APPLICATION FOR PLUM NG PERMIT oq� Jnr 3 _v OB LOCATION : OWNER OF PROPERTY: TELEPHONE NO. PLUMBING CONTRACTOR ' xi;l� CONTRACTOR' S ADDRESS : Io ✓) S STATE LICENSE NUMBER: C0�46 _oz) TELEPHONE: b3 HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS 3 LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS 3 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: Z�l 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