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392-396 4th St (vault) (2) CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: ,3�. G/ 7 ci S i OWNER OF PROPERTY: D o g i TEL, 4� j/2 PLUMBING CONTRACTOR: 1-2 S CONTRACTOR'S ADDRESS: /,3G X Mfr 6 7 o j44 f-1- STATE l-STATE LICENSE NUMBER: G f C o S G Cf`5 TEL. HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER /' /lq�� WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES: X$7.00 +$35.00= MINIMUM PERMIT FEE: $35.00 1 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS-(904)247-5826. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax:247-5877 ELECTRICAL PERMIT ON LOCATION ION INFO TION Permit Number: 21463 Address: 396 FOURTH STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: INCREASE Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: OWNER. 1 FORMAT N Date Issued: 2/13/2001 Name: TDO MANAGEMENT SERVICES Total Fees: 40.00 Address: 396 4TH STREET Amount Paid: 40.00 ATLANTIC BEACH, FL 32233 Date Paid: 2/13/2001 Phone: 000 000-0000 Work Desc: ESS100AM P-200AMPS 1 PH 3W 240 SERVICE INCREASE/RELOCATE PANEL CONTRA R R&.17%, ry "'1777"7": 1&7 N FEES R & R ELECTRIC COMPANY PERMIT 40.00 spections Re EI 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. $48.8814 ATLANTIC BEACH BUILDING DEPT. Date: 2/13/81 81 Receipt: M33754 CHECKS 5073 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT �- _J TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 2-13-2001 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLAN AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTR L REGULATIO , CODES AND CITY OF ATLANTIC BEACH ORDINANCES. R & R ELECTRIC OF NORTH FLORID, IN". P. 0. BOX 62238 JACKSONVILLE FLORIDA 32::'19 ELECTRICAL FIRM MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME TDO Management Services ADDRESS: 396 4th St. RFD-BOX- BLDG. FD BOXBLDG.SIZE BETWEEN: RES. V ) APT. ( ► comm. ( 1 PUBLIC ( ) INDUS. ( I NEW ( ► OLD Pj"' REW.( ) AUDITION I ) TRAILER ( 1 TEMP. ( ) SIGNS ( I SQ. FT. SERVICE: NEW( ) INCREASE A REPAIR ( 1 FEE CONDUCTOR SIZE 04 AMPS COPPER ( ► ALUM. (t- SWITCH OR BREAKER AMPS ( PH W / LT RACEWAY EXIST.SERV.SIZE AMPS ! PHW T RACEWAY FEEDERS NO. SIZE I NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.0.100V. FIXED AMPS. OVER APPLIANCES 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 PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS Service Increase; RelnratP nanal — CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 2-13-2001 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN TH FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE AT ACHED PLANS AN DES AND CITY OF WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRI REGULATIONS, ATLANTIC BEACH ORDINANCES. R & R ELECTRIC OF NORTH FLORIDA,INC. P. 0. BOX 62238 4 ,6,4 JACKSONVILLE FLORIDA-32:'119 ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME Tnn Management Services--ADDRESS: 199 4th St -RFD-BOX- BLDG. RFD BOXBLDG.SIZE BETWEEN: RES. (X) APT. ( I comm. ( ) PUBLIC ( ) INDUS. ( ) NEW( 1 OLD Q( 1 REW.( 1 ADDITION ( ) TRAILER ( I TEMP.( ) SIGNS ( I SQ. FT. SERVICE: NEW( ) INCREASE (X) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ( 1 ALUM. (t- SWITCH OR BREAKER l/ AMPS PH ,SW T RACEWAY D D �a EXIST.SERV.SIZE AMPS , PH W LT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN I TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES =BELLTRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS Service Increase• Relocate panel CITY OF r� ttic f�eac( - j��vuda 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) 247-5800 �^ FAX (904)247-5805 SUNCOM 852-5800 DAT _ �— JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS �oS 78 103 C &Ve.,^-4eAol Zo9Sof 14007 Dq 6 .2 q z.S ., o r-f d �,w-%dee'c,-ow„d 3 c/ y s . hover e 2- 1g43 394 L s. t% ,f Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX ( 247-5805 SUNCOMOM 852-5800 JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS 20 78 /00 T M;14e C over -id 2047.6 2 q 25 MA IQ 0r4 AAOJ. C 14,K Jer c rowed to V 3 / 2 q., A dad )- N4 396 Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT owl ;lry of Date R Off/pe p� l-G� I 7 im - EQUES �� 'l2 T ily�n /^ Received FO 9 Offic/8/ Lll R 1NS pECT'ON < tpwner Address Permit IV., ame -� BU/L DI Framing NC `\ Re Roof, coNCRETE �` Insulationng n Footin Locality r7 Slab g Contractor S/a tECTR�C Ro AL Mon. ugh W,ri p F na p P°le n9 �UMB�NC ' Tues Rough Inspection Made READV _ 70p Our C1 MECHAN/ Inspector FCR'NSPE sewer 1� Air Con CAL 9 L t� wed• CT��N C; FeatingCD d' `� J lL e Place T hors Pre Fab ce l�C t P-AAd4.' Friday ... "nal lns M Cer.. p�ction, hfic ate of pc cu "� Date `' pancy C, /CITY OF "�'Ov - O{ficia► of Building otrEST FOR JSSPEC-fION 17 REQV Permit No. Date Time C/ f � Loc Received �- [ \ MEGHANICA► fob Address contractor MgING ❑ pLU Air Cond. & (jI LECTRICA c sough ❑ Heating ❑ Owner's Fire Place e CO RETE ring Pre Fab Nam NC n ❑ Tem Pole � Sewer A•M• gU1LDING ❑ Footing ❑ P.M Slab Friday Framing ❑ Re Fooling 0 Lintel FOR msprecT10N — READY -Thurs. �lnsulalion Wed. 3'(10 a I A.M. Tues. / - �P.M ��o "'•• � Final Inspection 0 ccupancY l� Certificate of O Inspection Made -z pate - inspector - �} CITY OF ATLANTIC BEACH it 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034320 Date 11/30/06 Property Address . . . . . . 392 4TH ST Application type description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED - ationvaluation- 5047 --------------- --------- c - ------------------------------ Application desc WINDOW REPLACEMENT ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ TIERMAN, MICHAEL WINDOW WORLD OF JACKSONVILLE 392 4TH STREET 8535 BAYMEADOWS ROAD UNIT 12 ATLANTIC BEACH FL 32233 DBA NATIONAL HOMECRAFT JACKSONVILLE FL, 32256 (904) 443-7001 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 60. 00 Plan Check Fee 30 . 00 Issue Date . . . . Valuation . . . . 5047 Expiration Date . . 5/29/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 60 . 00 60 . 00 . 00 .00 U1 An r'hpnk Tn.t.nl 30 . 00 30 . 00 . 00 . 00 CITY OF ATLANTIC BEACH PLAN REVIEW SHEET R V eti Building Department Public Works&Public Utilities Departments o DRI>' 800 Seminole Road 1200 Sandpiper Lane R.Carper ak Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 D.blitKalSafety (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# " J//32-6-- Property //32SProperty Address �� 7 ••� d 4,,e°L T 9 4, d,14 Applicant: IVi iV h 0 W fud( Jo w Project: This permit application has been: 2Approved as noted by the 1L Department. Final application approval must come from the Building Department. ❑ Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting.them. :1 Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from bein issued. Reviewed By: Date: Date Contractor Notified: CITY OF ATLANTIC BEACH ' WINDOWS, SKYLIGHTA DOORS,HURRICANE SHUTTERS i; Date: C)(,P Job Address: U ��CA -+C)GC c �. }1't u1 f�C�t� I��- �0201 '�3 Owner: l x1 D�.icu( Address: '5p r Legal Description: Block Number: _Lot Number: L4 Zoning District: a ' Contractor: ;r r� 6<Z\� Cry c� _ c uv?c, State License Number: CQ-Tf I SSU -,za-t Address: _ Phone: 0104LI(-13- f1w/ City:�Ta C,�/-ScYly 1 State: L Zip:, 5(2 Fax: Describe proposed use and work to be done: � �Q I 2 Ch �;�� � 14� j b L; ov Present use of land or building(s): S I i t, 3 Valuation of proposed construction: a.3s Is approval of Homeowner's Association or other private entity required? �j O If yes,please submit with this application. Required Building Data: Mean Roof Height / S— (ft) Building Width 2 (ft) Building Length G (ft) Roof Slope 31Z1 -2— Window Height `J`� '/ (ft) Window Width i Window Elevation from Grade (ft) Measurement from corner of building to window' .3 (ft) Number of windows being installed Mean Roof Height 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/27/03 May 15 00 02: 18p Information Systems 247-51345 p. 2 Procedure: In order to expedite issuance of permits provide all information as apuropriate. Incomplete applications may result in delay In issuance of permit. In addition to the building data,the following information is required: t. Manufacturer's Test Report 2. Installation Procedures 3. Window Descriptioa/Type 4. Garage Door Description/Type 5. Skylights Description/Type ti. Elevation View of Window Locations 1 hereby certify.hat all information provide ' this icatio Ct. Signature of Owner: _ Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of ocnsiniction or the pertionnance of construction of the property. I understand that the issuance of this pertnit is contingent upon the above information being true an correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: z:4 Date: L ` _ —O Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this C� aL. day of 20_0 St Qf Uorida—Cou=DD3 �ITTIf ZA4Notary's Signature:Noof FloridaMy Cos Feb 9,2009 personally known C394893 (� Produced identification Type of identification produced AS TO CONTRACTOR: A r / Sworn.to and subscribed before the this A day of �r ,20 6 �. State of Florida,County of Duval Notary's Signature: Personally known R LEE W Produced identification WEAVER Type of identification produced a D0�95S70 880 Seminole Road •Atlantic Beach,Florida 32233-54 NSEr Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ti.atlantic-beach.fl.us Page 2 !devised 1127/03 Ak Architectural Testing AAMA/WDMA/CSA TEST REPORT Rendered to: ALSIDE WINDOW COMPANY SERIES/MODEL: 0201 PRODUCT TYPE: PVC Double Hung Window SurnrnaEy of Results Title Test Specimen#1 Test Specimen#2 Test Specimen#3 H-LC25 1118 x 1956 H-LC45 1 1 18 x 1524* H-LC55 914 x 1524* Primary Product Designator 44 x 77) 44 x 60* 36 x 60*) Design Pressure* 1200 Pa25_0 psq 2160 Pa(45.0 pso 2640 Pa 55.0 pso Negative Design Pressure* 1200 Pa 25.0 psD 2160 Pa L45.0 pst) 2640 Pa 55.0 st Operating Force in motion 89 N 20 Ib N/A N/A 1.1 L/s/m N/A N/A Air Infiltration 0.21 c1lini/ft2 Water Penetration Resistance Test Pressure 440 Pa 9.0 s N/A N/A Uniform Load Structural Test Pressure 11800 Pa(±37.5 psf) ±3.240 Pa 167.5 s ±3960 Pa ±82.5 sl Forced EntryResistance Grade 10 N/A N/A *-Optional Secondary Designators Test Completion Date: 01/27/06 Reference must be made to Report No. 62609.02-501-47, dated 02/14/06 for complete test specimen description and data. 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764.4129 www.archtest.com Ak Architectural Testing AAMA/WDMA/CSA TEST REPORT Rendered to: ALSIDE WINDOW COMPANY 3773 State Road Cuyahoga Falls, Ohio 44223 Report No.: 62609.02-501-47 Test Dates: 01/25/06 Through: 01/27/06 Report Date: 02/14/06 Expiration Date: 01/27/10 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Associated Materials, Inc. to perform tests on three Series/Model 0201, PVC double hung windows at their facility located in Cuyahoga Falls, Ohio. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1: H-LC25 1 118 x 1956 (44 x 77); Test Specimen #2: H-LC45 1 1 18 x 1524* (44 x 60*); Test Specimen #3: H-LC55 914 x 1524* (36 x 60*). Test specimen description and results are reported herein. General Note: An asterisk (*) next to the performance grade indicates that the size tested.for optional performance was smaller than the Gateway test size for the product type and class. Test Specifications: The test specimens were evaluated in accordance with the following: ANSI/AAMA/NWWDA 101/l.S.2-97, voluntary Specifications for Aluminum, vinyl (PVC) and Wood Windows and Glass Doors. AAMA/WDMA/CSA 101/I.S.2/A440-05, Standard/,Specification for Windows, Doors, and Unit Skylights. Test Specimen Description: Series/Model: 0201 Product Type: Poly Vinyl Chloride(PVC) Double Hung Window Test Specimen#1: H-LC25 1 118 x 1956(44 x 77) Overall Size: 1 1 18 mm (44")wide by 1956 mm (77") high Top Sash Size: 1035 mm (40-3/4") wide by 940 mm (37") high Bottom Sash Size: 1060 mm (41-3/4") wide by 965 mm (38") high Screen Size: 1019 mm(40-1/8")wide by 965 mm (38") high Overall Area: 2.19 m2 (23.5 fe) 130 Derry Court York, PA 17402-9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.com Ak 62609.02-501-47 Architectural Testing Page 2 o 10 Test Specimen Description: (Continued) Test Specimen#2: H-LC45 1 1 l8 x 1524* (44 x 60*) Overall Size: 1 1 18 mm (44")wide by 1524 mm(60") high Top Sash Size: 1035 mm (40-3/4") wide by 721 mm (28-3/8") high Bottom Sash Size: 1060 mm (41-3/4") wide by 748 mm (29-7/16") high Overall Area: 1.70 m2 (18.3 fe) Test Specimen 43: H-LC55 914 x 1524* (36 x 60*) Overall Size: 914 mm (36") wide by 1524 mm (60") high Top Sash Size: 832 mm (32-3/4") wide by 721 mm (28-3/8") high Bottom Sash Size: 857 mm (33-3/4") wide by 748 mm (29-7/16") high Overall Area: 1.39 m2 (15.0 ft2) The following descriptions apply to all specimens. Finish: All PVC was white. Glazing Details: The sash were exterior glazed with nominal 21 mm (13/16") thick, sealed insulating glass fabricated from two sheets of 3.0 mm (1/8") clear annealed glass a U-shaped steel spacer system embedded in sealant, single sealed. The insulating glass was set against a double-sided adhesive tape and secured with rigid vinyl glazing beads. Frame Construction: The PVC frame was constructed using mitered and welded corner construction. A snap-in PVC adapter was applied to the head. Sash Construction: The PVC sash were assembled utilizing mitered and welded corner construction. Screen Construction: The screen was constructed with extruded aluminum. The corners were miter cut and secured using plastic corner keys. The fiberglass mesh screen cloth was held-in-place with a flexible vinyl spline. 62609.02-501-47 Architectural Testing Page 3 of 10 Test Specimen Description: (Continued) Weatherstripping: Descriptio Quantity Location 4.7 mm (0.187") backed by I Row Head insert, sill, lock rail 6.6 mm(0.260") high pile with center fin 4.7 mm (0.187") backed by l Row Exterior meeting rail (exterior), 8.9 mm (0.350") high pile top rail with center fin 4.7 mm(0.187") backed by 2 Rows Sash stiles 8.9 mm (0.350") high pile with center fin 4.7 mm(0.187") backed by I Row Exterior meeting rail (interior) 14.0 mm (0.550") high vinyl jacket/foam filled bulb 4.7 mm (0.187") backed by I Row Bottom rail 10.2 mm (0.400")diameter, offset vinyl jacket/foam filled bulb 25.4 mm (1.0") by 12.7 mm (1/2") 4 Meeting rails, one at each end by 6.4 mm(0.250") high adhesive backed pile pad Hardware: Description Quantity Location Metal button cam lock I Lock rail at mid-span, with mating and keeper keeper at exterior meeting rail (Test Specimen #1) Metal button cam lock 2 Lock rail,216 mm (8-1/2") in from and keeper each end, mating keepers at exterior meeting rail (Test Specimen#2 &#3) Plastic tilt latch 4 Top corner of sash Metal pivot bar 4 Bottom corner of sash Constant force balance 4 One per jamb system with locking tilt shoes Ak / 62609.02-501-47 Architectural Testing Page 4of 10 Test Specimen Description: (Continued) Drainage: Description Quantity Location 22 mm (7/8") wide by 2 Exterior face of sill, one at 4.7 mm (3/16") high weepslot each end (with flap) 32 mm (I-1/4") wide by 2 Sill/jamb intersection, one at each 12.7 mm (1/2") deep weepslot end 25 mm (I") wide by 2 Intermediate sill wall,one at 4.7 mm (3/16") high weepslot each end 19.0 mm(3/4") wide by 2 Sill screen track, one at 4.7 mm (3/16") deep weepslot each end 9.5 mm (3/8") wide by 4 Bottom sash rail and exterior 3.2 mm (1/8")deep weepslot meeting rail, one at each end Reinforcement: The lock rail contained a custom shaped, formed steel reinforcement measuring 22.2 mm by 11.7 mm by 1.2 mm (0.875" by 0.461" by 0.047"), reference Drawing No. UY0095. The keeper rail and bottom rail contained a custom shaped, formed steel reinforcement measuring 11.7 mm by 12.0 mm by 1.5 mm (0.875" by 0.473" by 0.059"), reference Drawing No. UY0094. Installation: The unit was installed in a wood buck constructed of Spruce-Pine-Fir construction lumber and secured through the jambs to the buck using four #8 x 64 mm (2-1/2") long screws, one at the top and bottom of each jamb. The exterior and interior perimeter was sealed with a silicone sealant, with the exception of an approximate 102 mm (4") long void at each interior sill corner. A nominal 5 mm (3/16") gap was maintained at the perimeter between the buck and window frame. Ak 62609.02-501-47 Architectural Testing Page 5 of 10 Test Results: The results are tabulated as follows: Paragraph Title of Test -Test Method Results Allowed Test Specimen#1: H-LC25 1118 x 1956 (44 x 77) 2.2.1.6.1 Operating Force 5.3.1.1 Bottom Sash Open Breakaway 67 N (15 lbs) 230 N (50 lbs) Maintain motion 89 N (20 lbs) 155 N (35 lbs) Close Breakaway 36 N (8 lbs) 230 N (50 lbs) Maintain motion 45 N (10 lbs) 155 N (35 lbs) Top Sash Open Breakaway 27 N (6 lbs) 230 N (50 lbs) Maintain motion 89 N (20 lbs) 155 N (35 lbs) Close Breakaway 53 N (12 lbs) 230 N (50 lbs) Maintain motion 80 N (18 lbs) 155 N (35 lbs) Lock Open 5 N (I Ib) 100 N (22.5 lbs) Close 5 N (1 Ib) 100 N (22.5 lbs) Latches Open 5 N (I lb) 100 N (22.5 lbs) 2.1.2 Air Leakage Resistance per ASTM E 283 (See Note#1) 5.3.2 75 Pa(1.57 psf, 25 mph) 1.1 L/s/m2 1.5 L/s/m2 (0.21 cfm/ft) (0.30 cfm/ft) max. Note #1: The tested specimen meets (or exceeds) the performance levels specified in ANSI/AAMA/NWWDA 1011IS.2-97, 101/LS.21NAFS-02, AAMM/WDMA/CSA 10111.S. 2IA440-05 for air infiltration. 62609.02-501-47 Architectural Testing Page 6 of 10 Test Results: (Continued) Paragraph Title of Test- Test Method Results Allowed Test Specimen #1: H-LC25 1118 x 1956(44 x 77) (Continued) 2.1.3 Water Resistance per ASTM E 547 5.3.3 (with and without screen) 180 Pa(3.75 pso No leakage No leakage 2.1.4.1 Uniform Load Deflection per ASTM F, 330 5.3.4.2 (Deflections reported were taken on the exterior meeting rail) (Loads were held for 52 seconds) 1200 Pa(25.0 pst)(positive) 6.9 mm (0.27') See Note#2 1200 Pa(25.0 pst) (negative) 9.1 mm (0.36") See Note#2 Note#2: The deflections reported are not limited by AAMA/WDMA/CSA 10111.&2/A440-05 for this product designation. The deflection data is recorded in this report for special code compliance and information only. 2.1.4.2 Uniform Load Structural per ASTM E 330 5.3.4.3 (Permanent sets reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) 1800 Pa(37.5 psf)(positive) 0.5 mm (0.02") 4.1 mm (0.16") max. 1800 Pa(37.5 pst)(negative) 0.3 mm (0.01") 4.1 mm (0.16") max. 2.1.8 Forced Entry Resistance per ASTM F 588 5.3.5 Type: A Grade: 10 Hand Tool Manipulation No entry No entry Tests A I through A7 No entry No entry Hand Tool Manipulation No entry No entry 5.3.6.2 Thermoplastic Corner Weld Test Meets as stated Meets as stated 62609.02-501-47 Architectural Testing Page 7of10 Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed 'fest Specimen #1: H-LC25 1 l 18 x 1956(44 x 77) (Continued) 2.2.1.6.2 Deglazing Test per ASTM E 987 5.3.6.3 Top Sash In operating direction - 320 N (70 lbs) Meeting rail 1.5 mm(0.06") 11.43 mm (0.45") Top rail 1.5 mm (0.06") 11.43 mm (0.45") In remaining direction - 230 N (50 lbs) Left stile 0.8 mm(0.03") 11.43 mm (0.45") Right stile 0.8 mm(0.03") 11.43 mm (0.45") Bottom Sash In operating direction - 320 N (70 lbs) Meeting rail 1.5 mm(0.06") 11.43 mm (0.45") Bottom rail 1.5 mm (0.06") 11.43 mm (0.45") In remaining direction - 230 N (50 lbs) Lelt stile 0.8 mm (0.03") 11.43 mm (0.45") Right stile 0.8 mm(0.03") 11.43 mm (0.45") Optional Performance 4.3 Water Resistance per ASTM E 547 4.4.3.4 (with and without screen) 440 Pa(9.0 pst) No leakage No leakage Ak 62609.02-501-47 Architectural Testing Page 8 of 10 Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen #2: H-LC45 1 118 x 1524* (44 x 60*) Optional Performance 4.4.1 Uniform Load Deflection per ASTM E 330 4.4.3.2 (Deflections reported were taken on the exterior meeting rail) (Loads were held for 52 seconds) 2160 Pa(45.0 psf)(positive) 10.7 mm (0.42") See Note#2 2160 Pa(45.0 psf) (negative) 14.7 mm (0.58") See Note #2 4.4.2 Uniform Load Structural per ASTM E 330 4.4.3.2 (Permanent sets reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) 3240 Pa(67.5 pst)(positive) 0.3 mm (0.01") 4.1 mm (0.16") max. 3240 Pa(67.5 psf) (negative) 1.5 mm (0.06") 4.1 mm (0.16") max. Test Specimen#3: H-LC55 914 x 1524* (36 x 60*) Optional Performance 4.4.1 Uniform Load Deflection per ASTM E 330 4.4.3.2 (Deflections reported were taken on the exterior meeting rail) (Loads were held for 52 seconds) 2640 Pa(55.0 ps1) (positive) 9.1 mm (0.36") See Note#2 2640 Pa(55.0 psf)(negative) 7.6 mm (0.30") See Note#2 4.4.2 Uniform Load Structural per ASTM F. 330 4.4.3.2 (Permanent sets reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) 3960 Pa(82.5 pst)(positive) 1.5 mm (0.06") 3.3 mm (0.13") max. 3960 Pa(82.5 psf)(negative) 0.3 mm (0.01") 3.3 mm (0.13") max. Ak 62609.02-501-47 Architectural Testing Page 9of10 Drawing Reference: The test specimen drawings have been reviewed by ATI and match the test specimen reported herein. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years from the original test date. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. This report may not be reproduced, except in full,without the approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, INC. DigiftpY Signed for.Lynn Gge by Jan�L DaWos Digitally Signed by:Michael L Wkkereth Lynn George Michael L. Mackereth Project Manager Director- Operations LGJ1d Attachments(pages): Appendix-A: Alteration Addendum(1) Appendix-B: Drawings(13) Florida Building Code Online Page 1 of 5 ,2 , % -s ..fl. ,, %''.fix BCIS Home Log In Hot Topics Submit Surcharge Stats& Facts Publications FBC Staff SCIS Site D h; Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application_List > Application History > Application [ 90 c£ " FL # FL1089-RO Application Type New Code Version 2001 Application Status Approved Comments Archived Product Manufacturer Alside, Inc., Division of AMI Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2108 mfernbaugh@alside.com Authorized Signature Marsh Fernbaugh mfernbaugh@alside.com Technical Representative Marsh Fernbaugh Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44281 mfernbaugh@alside.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Associz http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtwudLxnkwGmV 1tZ74... 11/7/2006 Florida Building Code Online Page 2 of 5 Referenced Standard and Year (of Standard Standard) ANSI/AAMA/NWDA 101 IS-2 Equivalence of Product Standards Certified By Sections from the Code 1707.4.2.1 Product Approval Method Method 1 Option A Date Submitted 11/14/2003 Date Validated 11/14/2003 Date Pending FBC Approval 11/25/2003 Date Approved 01/14/2004 Date Revised 06/14/2005 Summary of Products FL # - -7]Model, Number or Name jDescription 1089.1 0201 Replacement: 48x78 DP30, 440 I.DP45, 36x72 DP55; 1/8" glass Limits of Use (See Other) Certification Agency Certificai Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 0201:4808 DP30,44x77 DP35,44x60 DP45,36x72 DP55; 0301:48x77 DP25,44x77 DP30,44x60 DP35,36x72 DP50; 0401:48x78 DP25,44x77 DP30,44x60 DP40,36x72 DP35; 0501:52x84 DP25,44x77 DP40,44x60 DP45,36x72 DP45,36x60 DP60,52x61 "C" package DP35,52x61 "C" package/tempered DP45; 8001:44x77 DP30,44x60 DP40; 9001:4407 DP35,44x60 DP50,36x60 DP65 1089.2 0301 New Construction: 48x77 DP25, 44x60 DP35, 36x72 DP50; 3/32" jLimits of Use (See Other) Certification Agency Certificai Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 0201:48x78 DP30,44x77 DP35,44x60 DP45,36x72 DP55; 0301:48x77 DP25,44x77 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtwudLxnkwGmV 1tZ74... 11/7/2006 Florida Building Code Online Page 3 of 5 DP30,44x60 DP35,36x72 DP50; 0401:4808 DP25,44x77 DP30,44x60 DP40,36x72 DP35; 0501:52x84 DP25,44x77 DP40,44x60 DP45,36x72 DP45,36x60 DP60,52x61 "C" package DP35,52x61 "C" package/tempered DP45; 8001:44x77 DP30,44x60 DP40; 9001:4407 DP35,44x60 DP50,36x60 DP65 1089.3 0401 Replacement: 48x78 DP25, 44x7 11 11 1 DP40, 3602 DP35; 1/8" glass Limits of Use (See Other) Certification Agency Certificai Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 0201:4808 DP30,44x77 DP35,44x60 DP45,36x72 DP55; 0301:4807 DP25,44x77 DP30,44x60 DP35,36x72 DP50; 0401:48x78 DP25,44x77 DP30,44x60 DP40,36x72 DP35; 0501:52x84 DP25,44x77 DP40,44x60 DP45,36x72 DP45,36x60 DP60,52x61 "C" package DP35,52x61 "C" package/tempered NDP45; 8001:44x77 DP30,44x60 DP40; 001:44x77 DP35,44x60 DP50,36x60 DP65 1089.4501 placement: 52x84 DP25, 44x7 0 1445, 3602 DP45, 36x60 DP60; Limits of Use (See Other) Certification Agency Certificai Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 0201:48x78 DP30,44x77 DP35,44x60 DP45,36x72 DP55; 0301:4807 DP25,44x77 DP30,44x60 DP35,36x72 DP50; 0401:4808 DP25,44x77 DP30,44x60 DP40,36x72 DP35; 0501:52x84 DP25,44x77 DP40,44x60 DP45,36x72 DP45,36x60 DP60,52x61 "C" package DP35,52x61 "C" package/tempered DP45; 8001:44x77 DP30,44x60 DP40; 9001:4407 DP35,44x60 DP50,36x60 DP65 1089.5 110501 Replacement: 52x61 DP35; 1/8" locks/keepers,"DP" tilt latch w/"F Limits of Use (See Other) Certification Agency Certificai Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 0201:48x78 DP30,44x77 DP35,44x60 DP45,36x72 DP55; 0301:4807 DP25,44x77 DP30,44x60 DP35,36x72 DP50; 0401:4808 DP25,44x77 DP30,44x60 DP40,36x72 DP35; http://www.floridabuilding.org/pr/pr_app__dtl.aspx?param=wGE V XQwtDgtwudLxnkwGmV 1tZ74... 11/7/2006 Florida Building Code Online Page 4 of 5 0501:52x84 DP25,44x77 DP40,44x60 DP45,36x72 DP45,36x60 DP60,52x61 "C" package DP35,52x61 "C" package/tempered DP45; 8001:44x77 DP30,44x60 DP40; 9001:44x77 DP35,44x60 DP50,36x60 DP65 1089.6 0501 Replacement: 52x61 DP45; 1/8" glass, 3 cam locks/keepers, "DP" --..]Key" Limits of Use (See Other) Certification Agency Certificai Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 0201:48x78 DP30,44x77 DP35,44x60 DP45,36x72 DP55; 0301:48x77 DP25,44x77 DP30,44x60 DP35,36x72 DP50; 0401:48x78 DP25,44x77 DP30,44x60 DP40,36x72 DP35; 0501:52x84 DP25,44x77 DP40,44x60 DP45,36x72 DP45,36x60 DP60,52x61 "C" package DP35,52x61 "C" package/tempered DP45; 8001:44x77 DP30,44x60 DP40; 9001:44x77 DP35,44x60 DP50,36x60 DP65 1089.7 8001 Replacement: 44x77 D1330, 44x6 glass i Limits of Use (See Other) Certification Agency Certificai Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: I Impact Resistant: Design Pressure: +/- Other: 0201:48x78 DP30,44x77 DP35,44x60 DP45,36x72 DP55; 0301:48x77 DP25,44x77 DP30,44x60 DP35,36x72 DP50; 0401:48x78 DP25,44x77 DP30,44x60 DP40,36x72 DP35; 0501:52x84 DP25,44x77 D1340,44x60 DP45,36x72 DP45,36x60 DP60,52x61 "C" package DP35,52x61 "C" package/tempered DP45; 8001:44x77 DP30,44x60 DP40; 9001:44x77 DP35,44x60 DP50,36x60 DP65 1089.8 119001 Replacement: 44x77 DP35, 44x6 DP65; 3/32" glass Limits of Use (See Other) Certification Agency Certificai Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: Other: 0201:48x78 DP30,44x77 DP35,44x60 DP45,36x72 DP55; 0301:48x77 DP25,44x77 DP30,44x60 DP35,36x72 DP50; 0401:48x78 DP25,44x77 DP30,44x60 DP40,36x72 DP35; 0501:52x84 DP25,44x77 DP40,44x60 http://www.floridabuilding.org/pr/pr__app_dtl.aspx?param=wGEVXQwtDgtwudLxnkwGmV1tZ74... 11/7/2006 Florida Building Code Online Page 5 of 5 DP45,36x72 DP45,36x60 DP60,52x61 "C" package DP35,52x61 C package/tempered DP45; 8001:4407 DP30,44x60 DP40; 9001:4407 DP35,44x60 DP50,36x60 DP65 Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850)487-1824, Suncom 277-1824, Fax(850)414-8436 © 2000-2005 The State of Florida. All rights reserved. Cop_yrig_ht and Disclaimer Product Approval Accepts: Ek http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtwudLxnkwGmV ltZ74... 11/7/2006 T `� tin or voc;q) C�a� 5 U x `��-f c:1 "CCS P 5 C ,�. 35 1�� ;3--7 %/W �I /1 1 JC' CPQ a 'qV6�4 u 8110 Cypress Plaza Drive,Ste 405 • Jacksonville,FL 32256 1 1 1 DEPARTMENT OF BUILDING 8 �� CITY OF ATLANTIC BEACH.FLORIDA PERMIT NO.„ I PERMIT TO BUILD ' THIS PERMIT MUST BE POSTED ON JOB i Date March 13 ig $7 j Valuation$- 333 JM—Fee$__-XX7.5f? This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. MICHAEL P. TIERNAN This is to certify that i has permission to build - storage shed for wa � t Classification Residential Zone 1 '14/13/13 Owned b • Lot Block S S/D ttA+A QCl House No.- 39A %93 R01=th Ctroat According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN I SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS _ AFTER DATE OF ISSUE O Building material,rubbish and debris ii from this work must not be placed in public space, and must be cleared up and ha away by either con- tractor ner.. j I g Official FOR OFFICE PERMIT DATE USE ONLY NUMBER CONTRACTOR( PLUMBING f, ELECTRICAL SEWER I WATER eAN0^ Heated Square Footage @ $ per sq ft = $ Garab�; ie. /tom@ $ / S. O per sq ft = $ � �. L Carport/Porch �- @ $ per sq ft = $ Deck =-- @ $ per sq ft = $ Patio r� @ $ per sq ft = $ TOTAL VALUATION: $ S35E, p D 2. TotalValuation 1st $ z 000.Uo Remainder Valuation per thousand or portion thereof -------------------------------------------- Total Building Fee $ ADDITIONAL PERMITS and/or FEES REQUIRED n � + k Filing Fee 5D i MechaniS,,ai-- Fireplaces @ 15.00 $ Plumbing i BUILDING!PEPMIT FEE $ Electric/New ------------------------------------------------- Electric/Temp Septic Tank BUILDING PERMIT $ j Well WATER METER CHARGE $ Rdianing Pool SEWER IMPACT FEE $ -- Sign WATER IMPACT FEE $ Water Connection MISCELLANEOUS $ Sewer Connection $ Water Meter $ Elevation Certificate GRAND TOTAL DUE $ --------------------------------------------- -----------------------=------------------------ CALCULATIONS and/or NOTES CITY OF'ATLANTIC BEACH APPLICATION TO MARE ADDITIONS OR ALTERATIONS 7"i Pry sn n ®0 Z V� Owner/ ('f/ ,�� ��/ 'ryA/� Address J;geA'Sas✓y/ce E FL 3Q D1/ Phone me -9lG Architect Address phone c� ?:� Contractor _ � Address_— ��`�f-n-7 " Phone��`- Contractors License/Certification Nwbers Expiration Date Property Address 0?96 Lot # Blcok or Unit # Subdivision Valuation of Construction $ Type of Construction Describe Work to be Performed Materials to be Used Present Use of Building . Proposed Use of Building ,y yyr Flood Zone Dimensions of New Area: w �'.r�s�.✓e; HEATED 7)A, -GARAGE OR STORAC CARPORT OR PORCH 3 ` _ IEGK w PATIO YES NO NUMBER Will there be an increase in number ,of units? R v Will there be a decrease in nunber of units? Any additional pltanbing fixtures? Any new fireplaces? SUBMIT IUD CONII'LEiE SETS OF PLANS INCLUDING SITE PLAN Signature OWNER �f2 �> Signature CONTRACTOR Date City of- Atlantic Beach Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. _ ___BATHROOM GROUP CONSISTING OF _ __SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) _ ___WATER CLOSET VALVE WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) ____BATHTUB/SHOWER (2) : _ _URINAL. WALL LIP (4) SHOWER GROUP PER BEAD (3) FLOOR DRAIN ( 1 ) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY ( 1 ) COMBINATION SINE{ AND TRAY (3) __�—_WASHING MACHINE (3) __POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF ___ _ ---FAUCETS (2) __KITCHEN SINK (2) __DENTAL LAVATORY ( 1) __KITCHEN SINK WITH WASTE _ _ GRINDER (3) DENTAL UNIT OR CUSPIDOR (1) BIDGET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH -- - ---FOOD DISPOS. (4) __URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) DRINKING FOUNTAIN ( 1/2) __LAVATORY, BARBER/BEAUTY SHOP (2) _LAVATORY, SURGEONS (2) _____SURGEONS SINK (3) URINAL STALL, WASUOUT(4) ®C-0 V TOTAL FIXTURE UNITS____ @ X10. 00 EACH $ �- JOB INFORMATION 1✓ / 3 / c ti IvlAfj SHUMNU t3UUI4UAHY SURVEY OF _,.A -v or=_.W*m3LOCK, � AS SHOWN ON I.4-r i A3 REPORDED IN PLAT BOP PAt3E aL`� OF PUBLIC RECORDS OF�UVAL CO. FLA. aG [e.. ytie, c or r, c�_ a•'a,rcy or ryc �sr7> pi,/s'.�K y �.v+e 0— FOR FOR ti(.cc/AycG F'( ATel/rf/ , /, et.1dA_1 c3ry&�.1 !ooror r2o,& aJ• j \J M -m •a . ig.s� i6 1i A, r M w~ V J Ler or -v P2 I .I i L 1 HEREBY CERTIFY THAT THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZAAO R /� A IO -`. AS SHOWN ON f1000 INSURANCE RATE MAP 00/ FOR THE CITY 4rce.vr,c 4_rW, ,FLORIDA,DATED ALL AMERICAN SURVEYORS, INC. LANb SUAVFYAAA—AAI I AAYLArAnnwe wev— IAf-V0^-III. . 0 E. ^--. .� .. —01... ...... CITY OF ATLANTIC BEACH I DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT - .. _ __ NFt)RMATI(3N _ PEI IIN0T INFE3RMA7"It ►N_ ! Permit Number: 22332 Address: 382 FOURTH STREET Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 � ype Book: Class of Work: ALTERATION Township: Range: Lot(s): Block: Section: Proposed Use: SINGLE FAMILY Subdivision: Square Feet: parcel Number: Est. Value: O�1 It F( I�MATIQN Improv. Cost: Name: TIERNAN Date Issued: 7/16/2001 Address: 392 FOURTH STREET Total Fees: 25.00 ATLANTIC BEACH, FL 32233 Amount Paid: 25.00 Date Paid: 7/16/2001 Phone: 000 000-0000 Work Desc: REPLACE SEWER LINE pLlCgTN}N SEES CGiNTRACT�►11S1° _^..kf 25.00 ' A.S.A.P. PLUMBING CO. PERMIT ,I 44 yw ! i NOTICE- INSPECTIONS M T BE REQUESTED AT LEAST 24 HOURS PROOR TO INSPECTION r BUILDING MATERIA,, RUBBISR AND DEBRIS FROM THIS WORK MUST TBE PLACED IN PUBLIC SPACE, AND MUST B CLEARE[ t P AND HAULED AWAY BY EITHE NTRACTOR OR OWNER "FAILURE TO COMPLY WITH T1Q� , AW C°AN RESOLT IN THE PROPERTY OWNER PAYtNr4i 1kWFOI�BL W II�IPkO E _� ISSUED ACCORDING TO APPROVED r f_A111S WMG �ARa.PART-6 RMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISION'S-GF-.A1E L— _ -- } LA 625.88 14 UILDINGDEPT. Date: 7/16/81 81 Receipt: 8873277 88188M3221888 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: PLUMBING CONTRACTOR: i9 CONTRACTOR'S ADDRESS• STATE LICENSE NUMBER: C61�5 TELEPHONE: HOW M"Y OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS 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 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. STOP WORK —04 URISDICTION OFFICE OF BUILDING OFFICIAL NOTICE Thisbuild'ng has been inspected and General Construction ❑ oncrete, Masonry and Finish Cement Work ❑ Lathing ❑ Plastering ❑ Elevators ❑ Plumbing Mechanical Work ❑ Electric Wiring ❑ Gas Piping IS NOT ACCEPTED Please correct as noted below before any further work is done. 7 ) — NOTE,/drrlm� 7 2 — Q Datw Inspector Do Not Remove This Notice TACH and Brin this Portion of Card ith You Location: Date JURISDICTION FORM 400.7vg B'9 SPECTOR CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT PERMj1.TIN=1F�0R11=MATj0. ORMATION Permit Number: 462Address: 392 FOURTH TREET EECTRICAL ATLANTIC BEACH, FL 32233 Permit Type: Township: Range: Book: Class of Work: INCREASE Lot(s): Block: Section: Proposed Use: SINGLE FAMILY Sudvision: ATLANTIC BEACH Square Feet: Est. Value: Parcel Number: Improv. Cost: OWNER INFORM ION Date Issued: 2/13/2001 Name. TDO MANAGEMENT SERVICES Total Fees: 40.00 Address: 392 4TH STREET Amount Paid: 40.00 ATLANTIC BEACH, FL 32233 Date Paid: 2/13/2001 Phone: (000)000-0000 ERVI E Work Desc: ESS100AMPS-200AMPS 1 PH 3W 240V ALUM S LI N FEES 7, k INCREASE/RELOCAT PANEL CONTRA S _,:.. �, . R—&—RELECTRIC COMPANY PERMIT 40.00 Inspoctions Re >IlrecL: 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. $48.M 4 Date: 2/13/91 81 Receipt. 9033754 ATLANTIC BEACH BUILDING DEPT. CHECKS 0073