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182-184 Sylvan Dr (vault) I. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027981 Date 3/30/04 Property Address . . . . . . 184 SYLVAN DR Tenant nbr, name . . . . . . REPL WINDOWS/SG DOORS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2165 Owner Contractor - ------------------------ ----------------------- MYLOD, DONNA AMERICAN WINDOW PRODUCTS 184 SYLVAN DRIVE 2633 POWERS AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 731-2247 --------------------- ------------ ---------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee 45 . 00 Plan Check Fee 22 . 50 Issue Date . . . . Valuation . . . . 2165 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 45 . 00 45 . 00 . 00 . 00 Plan Check Total 22 . 50 22 . 50 . 00 . 00 Grand Total 67 . 50 67 . 50 . 00 . 00 f r BUILDING T NOT BE PLACED IN IC SPACE, MUST BE Up AND HAULED AWAY BY RUBBISH RnDEBRIS FROM THIS WORK CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITHTHECONSTRUCDTION LIEN LAW CAN WHICH TIN THE PROPERTY ARE PART OF THIS PERMIT RPAYING AND SUBJECT TO REVOCATION FCE FOR BUILDING OR VIOLATION OF ISSUED ACCORDING TO APPLICCABLE PROVISIONS FRO WD PLANS )*a BUS DING OFFICIAL CITY OF ATLANTIC BEACH SJ 800 SEMINOLE ROAD r� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 rf J1iS�? Application Number . . . . . 05-00029707 Date 2/24/05 Property Address . . . . . . 184 SYLVAN DR Tenant nbr, name . . . . . . (4) REPLACEMENT WINDOWS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1512 Owner Contractor - -------------- ---------- - ---------------------- MYLOD, DONNA AMERICAN WINDOW PRODUCTS 184 SYLVAN DRIVE 2633 POWERS AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 731-2247 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation . . . . 1512 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 40 . 00 40 . 00 . 00 . 00 Plan Check Total 20 . 00 20 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 i PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL SXL4rfvCc: CITY OF ATLANTIC BEACH r � D. Ford J BUILDING / ZONING DEPARTMENT 800 Seminole Road . Doerr �r Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax R E C E I V E D j www.coab.us CITY OF ATLANTIC BEACH I BUILDING &ZONING t F' i PLAN REVIEW COMMENTS FEB 10 2005 Permit Application # Z 9-7 BY: Property Address: i 8 `7 <SV�. VA-�J Applicant: t-'L L-zi C'q til t ►J DQ cL� !� ' Project: LL41 T=Approved it application has been: Reviewed and the following items need attention: Please re-submit your application when these items have been completed(. / Reviewed By: AV Date: b l n CITY OF ATLANTIC BEACH Jam' WINDOWS, SKYLIGHTS, GARAGE DOORS,HURRICANE SHUTTERS [- rr Date: i 5 Job Address: U Owner: DOnfija Address: 6 6LOCULA$hone: i Eb Sa ec. -IOl EX 5�-2 Legal Description: Block Number: r: Zoning District: Contractor: AMERICAN WDH)nw State License Number: CbLI2-05 I2O-7 Address: PRODUCTS,INC. Phone: City: JACKSONVILLE,FL 32207 State: Zip: Fax: Describe proposed use and work to be done: Present use of land or building(s): I1P`jl d eli�-i Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Required Building Data: Mean Roof Height 26 (ft) Building Width (ft) Building Length lu (ft) sem Roof Slope 1P -,7- Window Height CbfaLkz Window Width See Window Elevation from Grade (ft) RECEIVED CITY OF ATLANTIC BEACH Measurement from corner of building to window &� ft) BUILDING 8,ZONING Number of windows being installed �- FEB 10 2005 Mean Roof Height 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fag: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/27/03 Procedure: In order to expedite issuance of permits ,provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. In addition to the building data, the following information is required: 1. Manufacturer's Test Report with Uniform Structural Load(psf) 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Hurricane Shutter Description/Type 7. Elevation View of Window Locations I hereby certify that all information provided with this applicatis correct. h Signature of Owner: I 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 construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correctIl 'and that the plans and supporting data have been or shall be provided ias required. Signature of Contractor: ���J�-1 1 0UAA ____, Date: l7 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: Swom to and subscribed before me this ✓( ' day of 20 US State of Florida,County of Duval VIM GURR Notary's Signature: W v, * * MY COMMISSION#DD 310271 EXPIRES:May 13,2008 Personally known Jr"'FOF F7c�e B=W 7�B„dgM►t M Services ❑ Produced identification Type of identification produced AS TO CONTRACTOR: r li Sworn to and subscribed before me this �` day of ,20 bJ State of Florida,County of Duval 6U/(,4 VICKI GURR Notary's Signature: k * My COMMISSION#DD 310271 EXPIRES:May 13,2008 Ls, Personally known '�+rga�drPc Bonded ltxu Budget tlolary Services ❑ Produced identification Type of identification produced 800 Seminole RoadAtlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 http://www.ei.atlantic-beach.fl.us Page 2 Revised 1/27/03 k ILE I j\j v APPROVED CITY Or ATLANTIC BEACH BUILDING OFFICE FEB 10 2005. BY _.. Jl �jll�i�� O� �LY��tb�Yll� I 94 S lwfi :1 �2 eT4 NATIONAL CERTIFIED TESTING LABORATORIES 1464 GEMINI BOULEVARD-ORLANDO, FLORIDA 32837 PHONE(407)240-1356-FAX(407)240-8882 www.nctlinc.com STRUCTURAL PERFORMANCE TEST REPORT Report No: NCTL-210-2883-6 Test Date: 11127102 Report Date: 04114103 Expiration Date: 11127106 Client: Bell-View, Incorporated P.O. Box 208 Wrightsville, GA 31096 Test Specimen: Bell-View Incorporated Series "Blue Chip" Single Hung Aluminum Prime Window (H-R70 52x72). Test Specification: ANSI/AAMA/NWWDA 101/I.S.2-97, "Voluntary Specifications for Aluminum, Vinyl (PVC), and Wood Windows and Glass Doors." TEST SPECIMEN DESCRIPTION General: The test specimen was a one-over-one single hung aluminum prime window measuring. 47'wide by 6'0"high overall. The active sash measured 47"wide by 3'0-7/8"high. The active sash was removable via a single balance system with locking tilt shoes at each interior jamb track. Frame and sash members were not thermally broken. One(1) metal cam-type sweep lock was located at 13- 112"from each end of the active meeting rail. A sweep lock keeper was extruded onto the fixed meeting rail. One (1) metal slide bar limit/security lock was located at each end of the active meeting rail with the keepers punched into the jambs. One (1)plastic tilt latch was used at each end of the active meeting rail. An extruded aluminum sash stop was located at the top of each interior jamb track. One (1) metal pivot bar was located at each end of the active bottom rail. The fixed meeting rail was fastened to each jamb with two (2)(#8 x 3/4"pan head)screws. The frame and sash were of double screw (#8 x 3/4"pan head)coped corner construction. The frame was mounted to the test buck using fourteen (14) (#10 x 1-1/4"flat head)screws. Glazing: The active sash and fixed lite were.interior glazed using sealed insulating glass with an adhesive back-bedding and a snap-in extruded aluminum glazing bead. The overall insulating glass thickness was %"consisting of two (2) lites of double strength annealed glass and one(1)air space created by a desiccant-filled aluminum spacer system. Weatherseals: One (1) strip of center fin weatherstrip (0.200"high) was located at each active sash stile. One (1)strip of center fin weatherstrip (0.250"high)was located at each active sash stile and the sill. One (1)strip of single leaf vinyl weatherstrip was located at the fixed and active meeting rails. One(1)strip of bulb-vinyl weatherstrip was located at the sill. Weeps: One (1) weep hole measuring 3/4"x 3116"was located at each end of the center vertical sill leg. One (1) weep notch measuring 114"x leg height was located at each end of the exterior vertical sill screen retainer leg. PROFESSIONALS IN THE SCIENCE OF TESTING Bell-View Incorporated -2- NCTL-210-2883-6 Interior&Exterior Surface Finish: Mill finish aluminum. Sealant. The frame and active sash corners were sealed with a small joint sealant. Screen: An insect screen measuring 3'11-112"wide by 4'6-112"high was of mitered type corner construction with staked-in-place nylon corner keys. The screen employed fiberglass mesh cloth with a hollow vinyl spline, two (2)pull tabs and two(2)jam retainer springs. TEST RESULTS Par. No. Title of Test &Method Measured Allowed 2.2.1.6.1 Operating Force 36 lbf 30 lbf 2.1.2 Air Infiltration -ASTM E283 0.57psf(15 mph) 0.03 cfm/ft' ------- 1.57psf(25 mph) 0.08 cfm/ft' 0.30 cfm/ft' 2.1.3 * Water Resistance -ASTM E547 5.0gph/ft' WTI'-- 4.50 psf No Leakage No Leakage 2.1.4.2 ** Uniform Load Structural -ASTME330 30.0 psf Exterior 0.020" 0.193" 30.0 psf Interior 0.060" 0.193" 2.2.1.6.2 Deglazing-ASTM E987 Active Sash Meeting Rail (70 lbf) 5.6 % (0.028') <100% Bottom Rail (70 lbf) 3.4 % (0.017') <100% Left Hand Stile (50 lbf) 2.6 % (0.013') <100% Right Hand Stile (50 lbl) 3.0 % (0.015') <100% 2.1.8 Forced Entry Resistance -ASTMF588 Grade 10 (See Appendix A for test results) Meets As Stated OPTIONAL PERFORMANCE 4.3 Water Resistance -ASTM E547&ASTM E331 5.0 gph/ft' WTI= 10.50 psf No Leakage No Leakage 4.4.2 ** Uniform Load Structural -ASTM E330 105.0 psf Exterior 0.051" 0.193" 105.0 psf Interior 0.061" 0.193" * Tested with and without screen ** No glass breakage or permanent damage causing the unit to be inoperable Bell-View Incorporated 3- NCTL-210-2883-6 TEST COMPLETED 11/27/02 The tested specimen meets (or exceeds) the performance levels specified in Table 2.1 of ANSI/AAMA/ NWWDA 101ILS.2-97 for air infiltration. The listed results were secured by using the designated test methods and indicate compliance with the performance requirements of the referenced specification paragraphs for the H-R70 52x72 product designation. Detailed drawings were available for laboratory records and comparison to the test specimen at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by NCTL for a period of four(4)years. The results obtained apply only to the specimen tested. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen may be drawn from this test. This report does not constitute certification of the product which may only be granted by a certification program validator. NATIONAL CERTIFIED TESTING LABORATORIES MICHAEL E. LANE Division Manager l Bell-View Incorporated -4- NCTL-210-2883-6 APPENDIX A Forced Entry Resistance Test Results Test Method: ASTM F588-97, "Standard Test Method for Measuring the Forced Entry Resistance of Window Assemblies, Excluding Glazing Impact". TEST RESULTS Paragraph No. Loads Duration Measured Allowed 10.1-Lock Manipulation 5Minutes No Entry No Entry 10.2.1.1-Test AI L1=200 lbf 1 Minute No Entry No Entry 10.2.1.2-Test A2 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf interior 10.2.1.3-Test A3 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf exterior 10.2.1.4-Test A4 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf interior 10.2.1.5-Test A5 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf exterior 10.2.1.7-Test A7 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf interior L3= 35 lbf interior 10.2.1.8 Lock Manipulation 5 Minutes No Entry No Entry 10.2.4.2 Fixed Lite 5 Minutes No Entry No Entry Glazing/Panel Manipulation ril Y O `q ` LLJ o N t \ C w "C U 0 z CD 2 Q � } z . go 7Zt_ w v= M' o N► Cc: CITY OF ATLANTIC BEACH D. Ford �s BUILDING / ZONING DEPARTMENT \ S,� y 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # Z79 S I Property Address: 8 Applicant: CA-0 Project: f, This per 't application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: 4�— Date: 3t�:�d LRCEIVED ATLANTIC BEACH DING & ZONING R 2 5 2004 — k r City of Atlantic Beach • 800 Seminole Road • Atlantic Beach,Florida 32233-5445 Phone: (904) 247-5800 • FAX (904) 247-5845 • http://www/ci.atlantic-beach.fl.us PERMIT APPLICATION FOR REPLACEMENT OF WINDOWS,SKYLIGHTS AND GARAGE DOORS OF SINGLE-FAMILY OR TWO-FAIMILY (DUPLEX) CONSTRUCTION l Date Address where work is to be performed ` r D/2 . Applicant Dow P�' I G C� Address I lVC-Ln Phone: 24, ` 2 7 Legal Description: Block Number Lot Number Zoning District Contractor v( C� State License NumberAmme"WINDOW- Address PRODUCTS,INC. Phone 7 N-- -73 - -Z Z T �z^� VE. JACKSONVILLE,FL 31207 City State Zip Fax 9 C L" - -7 (31z� Z Describe Proposed Use and Work to be Done Present Use of Land or Building(s)' Valuation of Proposed Construction s 00 Building Date: Mean Roof Height 2b (ft) Building width 35 (ft) Building Length 412- (ft) B' 131 ©/( ,I Roof Slope *Window Elev.r�� (ft) Window Height `�•�' (ft) Window Width S.9 (ft) Measurement from corner of building to window_�s (ft) 5 h 5 5 "Window Eley.From Grade a� City, of Jacksonville Page 1 of 2 • o iwnet site index contact awch Officta3 Wobvie Jf the Cay of Jacksons 1e.Ffo"" Proper r Appraiser Home> Departments > Property Appraiser> Duval_County_.Database Search Parcel Information Owner's Name: MYLOD , DONNA J Real Estate Number: 170644 0000 Secondary Name: Property Address: 184 SYLVAN DR Mailing Address: 184 SYLVAN DR City: ATLANTIC BEACH ATLANTIC BEACH , FL Zip: 32233 Zip: 32233-4044 Unit Number: 2004 Exempt Value: $25,000.00 PARCEL DESCRIPTION Property Use: 0100 SINGLE FAMILY Sale Date: 5/14/2001 Legal Description: 10-16 SALTAIR SEC 3 Sale Price: $100.00 LOT 701(EX S1/2) - Neighborhood: 941601 SALTAIR TWNHOME NEIGHBOR Section/Township/Range: 21-2S-29E I No. Buildings: 1 Official Record Book and Page: Heated Area: 1222 10076-0925 Map Panel: 562 2 —IlExterior Wall: BOARD & BATTEN VALUES AND TAXES FROM 2003 CERTIFIED TAX ROLL Land Value: $50,063.00 Taxing Authority: USD3 Class Value: $0.00 County Tax: $273.35 Improvements: $63,498.00 School Tax: $356.44 Market Value: $113,561.00 District Tax: $126.86 Assessed Value: $66,738.00 Other Tax: $20.89 http://apps2.coj.net/pao/RENO.asp?RENUM=170644+0000 3/25/2004 . i s�l 4 11 Com" Ld FoF NATIONAL CERTIFIED TESTING LABORATORIES C - 1464 GEMINI BOULEVARD•ORLANDO, FLORIDA 32837 PHONE(407)240-1356•FAX(407)240-8882 www.nctlinc.com STRUCTURAL PERFORMANCE TEST REPORT Report No: NCTL-210-2883-6 Test Date: 11127102 Report Date: 04114103 Expiration Date: 11127106 Client: Bell-View, Incorporated P.O. Box 208 Wrightsville, GA 31096 Test Specimen: Bell-View Incorporated Series "Blue Chip" Single Hung Aluminum Prime Window (H-R70 52x72). Test Specification: ANSI/AAMAINWWDA 101/LS.2-97, "Voluntary Specifications for Aluminum, Vinyl (PVC), and Wood Windows and Glass Doors." TEST SPECIMEN DESCRIPTION General: The test specimen was a one-over-one single hung aluminum prime window measuring. 47"wide by 6'0"high overall. The active sash measured 4'2"wide by 3'0-718"high. The active sash was removable via a single balance system with locking tilt shoes at each interior jamb track. Frame and sash members were not thermally broken. One (1) metal cam-type sweep lock was located at 13- 112"from each end of the active meeting rail. A sweep lock keeper was extruded onto the fixed meeting rail. One (1) metal slide bar limitlsecurity lock was located at each end of the active meeting rail with the keepers punched into the jambs. One (1)plastic tilt latch was used at each end of the active meeting rail. An extruded aluminum sash stop was located at the top of each interior jamb track. One (1) metal pivot bar was located at each end of the active bottom rail. The fixed meeting rail was fastened to each jamb with two (2)(#8 x 314"pan head) screws. The frame and sash were of double screw (#8 x 314"pan head)coped corner construction. The frame was mounted to the test buck using fourteen (14) (#10 x 1-114"flat head) screws. Glazing: The active sash and fixed lite were.interior glazed using sealed insulating glass with an adhesive back-bedding and a snap-in extruded aluminum glazing bead. The overall insulating glass thickness was '/s"consisting of two (2) lites of double strength annealed glass and one (1)air space created by a desiccant-filled aluminum spacer system. Weatherseals: One (1) strip of center fin weatherstrip (0.200"high) was located at each active sash stile. One (1)strip of center fin weatherstrip (0.250"high) was located at each active sash stile and the sill. One (1)strip of single leaf vinyl weatherstrip was located at the fixed and active meeting rails. One (1)strip of bulb-vinyl weatherstrip was located at the sill. Weeps: One (1) weep hole measuring 314"x 3116"was located at each end of the center vertical sill leg. One (1) weep notch measuring 114"x leg height was located at each end of the exterior vertical sill screen retainer leg. PROFESSIONALS IN THE SCIENCE OF TESTING Bell-View Incorporated -2- NCTL-210-2883-6 Interior&Exterior Surface Finish: Mill finish aluminum. Sealant: The frame and active sash corners were sealed with a small joint sealant. Screen: An insect screen measuring 3'11-112"wide by 4'6-112"high was of mitered type corner construction with staked-in-place nylon corner keys. The screen employed fiberglass mesh cloth with a hollow vinyl spline, two (2)pull tabs and two (2)jam retainer springs. TEST RESULTS Par. No. Title of Test & Method Measured Allowed 2.2.1.6.1 Operating Force 36 lbf 30 lbf 2.1.2 Air Infiltration -ASTM E283 0.57psf(15 mph) 0.03 cfm/ft2 ---- -- 1.57psf(25 mph) 0.08 cfm/ft2 0.30 cfm/ft2 2.1.3 * Water Resistance -ASTM E547 5.0 gph/ft2 WTP= 4.50 psf No Leakage No Leakage 2.1.4.2 ** Uniform Load Structural -ASTM E330 30.0 psf Exterior 0.020" 0.193" 30.0 psf Interior 0.060" 0.193" 2.2.1.6.2 Deglazing-ASTM E987 Active Sash Meeting Rail (70 lbf) 5.6 % (0.028') <100% Bottom Rail (70 lbf) 3.4 % (0.017') <100% Left Hand Stile (50 lbf) 2.6 % (0.013") <100% Right Hand Stile (50 lbf) 3.0 % (0.015') <100% 2.1.8 Forced Entry Resistance -ASTM F588 Grade 10 (See Appendix A for test results) Meets As Stated OPTIONAL PERFORMANCE 4.3 * Water Resistance -ASTM E547&ASTM E331 5.0 gph/ft2 WTP= 10.50 psf No Leakage No Leakage 4.4.2 ** Uniform Load Structural -ASTM E330 105.0 psf Exterior 0.051" 0.193" 105.0 psf Interior 0.061" 0.193" * Tested with and without screen ** No glass breakage or permanent damage causing the unit to be inoperable Bell-View Incorporated -3- NCTL-210-2883-6 TEST COMPLETED 11127102 The tested specimen meets (or exceeds) the performance levels specified in Table 2.1 of ANSI/AAMA/ NWWDA 101/LS.2-97 for air infiltration. The listed results were secured by using the designated test methods and indicate compliance with the performance requirements of the referenced specification paragraphs for the H-R 70 52x72 product designation. Detailed drawings were available for laboratory records and comparison to the test specimen at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by NCTL for a period of four (4)years. The results obtained apply only to the specimen tested. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen may be drawn from this test. This report does not constitute certification of the product which may only be granted by a certification program validator. NATIONAL CERTIFIED TESTING LABORATORIES MICHAEL E. LANE Division Manager Bell-View Incorporated -4- NCTL-210-2883-6 APPENDIX A Forced Entry Resistance Test Results Test Method: ASTM F588-97, "Standard Test Method for Measuring the Forced Entry Resistance of Window Assemblies, Excluding Glazing Impact". TEST RESULTS Paragraph No. Loads Duration Measured Allowed 10.1-Lock Manipulation 5 Minutes No Entry No Entry 10.2.1.1-Test Al L1=200 lbf 1 Minute No Entry No Entry 10.2.1.2-Test A2 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf interior 10.2.1.3-Test A3 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf exterior 10.2.1.4-Test A4 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf interior 10.2.1.5-Test A5 L1=200 lbf I Minute No Entry No Entry L2=100 lbf exterior 10.2.1.7-Test A7 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf interior L3= 35 lbf interior 10.2.1.8 Lock Manipulation 5 Minutes No Entry No Entry 10.2.4.2 Fixed Lite 5 Minutes No Entry No Entry Glazing/Panel Manipulation TJ oW o, 8 LU j o ^n W LL \ "V U O z co g U r zLU � 2 tv _ � C 5 CO 7 lie O �1 m Z rte' AC „� NATIONAL CERTIFIED TESTING LABORATORIES 1464 GEMINI BOULEVARD•ORLANDO, FLORIDA 32837 PHONE(407)240-1356•FAX(407)240-8882 www.nctlinc.com STR UCT URAL PERFORMANCE TEST REPORT Report No: NCTL-210-2883-3 Test Date: 11127102 Report Date: 12131102 Expiration Date: 11127106 Client: Bell-View, Inc. P.O. Box#208 Wrightsville, GA 31096 Test Specimen: Bell-View Incorporated Series "Blue Chip"Type XOX Horizontal Sliding Aluminum Prime Window (HS-C30 110x62)(HS C-45 110x62 with sill riser). Test Method: ANSI/AAMA/NWWDA 101/I.S.2-97, "Voluntary Specifications for Aluminum, Vinyl (PVC), and Wood Windows and Glass Doors." TEST SPECIMEN DESCRIPTION General: The test specimen was a type XOX horizontal sliding aluminum prime window measuring 110"wide by 62"high overall. Both interior active sash measured 28-112"wide by 60" high. The fixed lite was glazed to the frame members providing a viewing area of 50-3/4"wide by 58"high. Frame and sash members were not thermally broken. One (1) metal cam-type sweep lock was located at 8-112"from each end of the interior active meeting stiles. The cam-type sweep lock keepers were extruded onto the fixed meeting stiles at lock positions. A metal roller/plastic housing was located at each and of both sash bottom rails. The frame was of double screw coped corner construction using(#8 x 3/4"9 PPH screws. The active sash were of double screw coped corner construction using(#8 x 3/4'9 PPH screws. The fixed meeting stiles were fastened to the head and sill at 28-112"from each jamb with two (2) (#8 x 3/4'9 PPH screws. Glazing: The active sash panels and fixed lite were interior glazed using 0.500"thick insulated annealed glass with a silicone back-bedding and a roll formed aluminum glazing bead. The insulated glass consisted of two (2) lites of 0.125"thick annealed glass separated by a swiggle trip spacer system providing a 0.250"airspace. Weatherseals: One (1)strip of bulb vinyl weatherstrip (0.350"high) was located at each jamb. Two (2)strips of center fin polypile weatherstrip (0.250"high) was located at the top and bottom rails of both active sash. One (1) strip of center fin vinyl weatherstrip (0.170"high) was located at each fixed meeting stile. PROFESSIONALS IN THE SCIENCE OF TESTING Bell View, Inc. -2- NCTL-210-2883-3 Weeps: One(1) weep hole measuring 1-1/2"x 5/32"was located at 5"from each end of the screen retainer sill track. One (1) weep hole measuring '/"x 5/32"was located at 6-1/2"from each end of the screen retainer sill track. One (1) weep hole measuring 1"x 5/32"and employing a plastic weep cover was located at each end of the sill face. Interior&Exterior Surface Finish: Mill finish aluminum. Sealant: The jamb/sill corners were sealed with a silicone sealant. Screen:An insect screen measuring 28"wide by 58-112"high was of mitiered type corner construction with nylon corner keys. The screen employed fiberglass mesh cloth with a solid vinyl spline, two (2)pull tabs and two (2)jamb retainer springs. GATEWAY PERFORMANCE TEST RESULTS NOTE. The following gateway performance and optional water resistance test results were obtained from NCTL report number 210-2883-2, test date 11127102. Par. No. Title of Test &Method Measured Allowed 2.2.2.5.1 Operating Force Right Active Panel Open 20 lbf 25 lbf Close 18 lbf 25 lbf Left Active Panel Open 19 lbf 25 lbf Close 20 lbf 25 lbf 2.2.2.5.2 Deglazing-ASTM E987 Right Active Panel Top Rail (50 lbf) 4.0 % (0.020') <100% Bottom Rail (50 lbf) 3.6 % (0.018') <100% Left Hand Stile (70 lbf) 5.6 % (0.028') <100% Right Hand Stile (70 lbf) 5.0 % (0.025') <100% Left Active Panel Top Rail (50 lbf) 4.4 % (0.022') <100% Bottom Rail (50 lbf) 5.0 % (0.025') <100% Left Hand Stile (70 lbf) 5.8 % (0.029') <100% Right Hand Stile (70 lbf) 6.0 % (0.030') <100% 2.1.2 Air Infiltration -ASTM E283 1.57psf(25 mph) 0.06cfm/ft2 0.3cfm/ft2 2.1.3 * Water Resistance -ASTM E547 5.0 gph/ft2 WTP= 4.5 psf No Leakage No Leakage Bell View, Inc. -3- NCTL-210-2883-3 GATEWAY PERFORMANCE TEST RESULTS (Cont.) Par. No. Title of Test &Method Measured Allowed 2.1.4.2 ** Uniform Load Structural -ASTME330 Permanent Set 45.0 psf Exterior 0.02" 0.237' 45.0 psf Interior 0.03" 0.237' 2.1.8 Forced Entry Resistance -ASTM F588 Level 10 Meets As Stated (See Appendix A for test results) OPTIONAL PERFORMANCE NOTE. The following optional uniform load structural test results were obtained from the specimen as described in this report. Par. No. Title of Test &Method Measured Allowed 4.3 * Water Resistance -ASTM E547 5.Ogph/ft2 WTI'--- 7.5 psf No Leakage No Leakage NOTE: Unit was tested with a 2.250"sill height to achieve WTI'-- 7.5 psf 4.4.4.2 ** Uniform Load Structural -ASTM E330 Permanent Set 67.5 psf Exterior 0.04" 0.237' 67.5 psf Interior 0.05" 0.237' * Tested with and without screen ** No glass breakage or permanent damage causing the unit to be inoperable TEST COMPLETED 11127102 The tested specimen meets (or exceeds) the performance levels specified in Table 2.1 of ANSIIAAMAI NWWDA 101ILS.2-97 for air infiltration. The listed results were secured by using the designated test methods and indicate compliance with the performance requirements of the referenced specification paragraphs for the HS-C30 110x62(HS - C45 110x62 with sill riser) product designation. Detailed drawings were available for laboratory records and compared to the test specimen at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by NCTL for a period of four (4)years. The results obtained apply only to the specimen tested. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen may be drawn from this test. This report does not constitute certification of the product which may only be granted by a certification program validator. NATIONAL CERTIFIED TESTING LABORATORIES DANIEL CONYERS Laboratory Manager1A I 1 Bell View, Inc. -4- NCTL-210-2883-3 NOTE: The following forced entry test results were obtained from NCTL report number 210- 2883-2, test date 11127102. APPENDIX A Forced Entry Resistance Test Results Test Method: ASTM F588-97, "Standard Test Method for Measuring the Forced Entry Resistance of Window Assemblies, Excluding Glazing Impact". TEST RESULTS Paragraph No. Loads Duration Measured Allowed 9.4- Disassembly No Entry No Entry 10.1-Lock Manipulation 5 Minutes No Entry No Entry 10.2.1.1-Test AI L1=150 lbf 1 Minute No Entry No Entry 10.2.1.2-Test A2 L1=150 lbf I Minute No Entry No Entry L2= 75 lbf interior 10.2.1.3-Test A3 L1=150 lbf I Minute No Entry No Entry L2= 75 lbf exterior 10.2.1.4-Test A4 L1=150 lbf 1 Minute No Entry No Entry L2= 75 lbf interior 10.2.1.5-Test A5 L1= 150 lbf 1 Minute No Entry No Entry L2= 75 lbf exterior 10.2.1.7-Test A7 L1=150 lbf 1 Minute No Entry No Entry L2= 75 lbf interior L3=25 lbf interior 10.2.1.8 Lock Manipulation 5 Minutes No Entry No Entry 10.2.4.1 Fixed Lite 5 Minutes No Entry No Entry Lock Manipulation -� 0 O 7 C N (D N N x� s � _T 34H JAmbs zdeh�-icca� � c�D `m o � r o o ny m M D m p m cn 66/09/2003 02:12 4788642492 BELL-VIEW, INC PAGE 03 ERTIFIED ESTING ABORATORIES Architectural Division to 7252 Narcoossee Rd. • Orlando,FL 32822 (407)-384-7744 0 Fax(407)-384-7751 Report Number: CTIA-479W-1 Report Date: February 4,2000 j STRUCTURAL PERFORMANCE TEST REPORT Client: Binnings Pan American P.D. Box 630038 2805 N.E. 185TH Street Miami, Florida 33163 Product Type anti Series: Series PA 9 Aluminum Sliding Glass Door S DG-C60( 192"x 96") Test Specifications: AAMA/NWWDA 101/I.S. 2-97"Voluntary Specifications for Aluminum, Vinyl,(PVC) and Wood Windows and Glass Doors" Frame: The extruded aluminum main frame measured 192" x 96"'overall .Coped and butted corner construction, secured with two(2)# 8 x 1" P.P., S.1V1.S Wieners . onfiguration: As viewed from exterior left to right OXXO . Panels: Botlt fixed awls measured 48. " "overall. " " p 5 x 95 v 11. The astragal panel measured 48.75 x 95 overall, and the active panel measured 48.5" x 95"overall .All panels were coped and butted corner construction secured with one(1)# 8 x.875" roberts head S.M.S fastener in each cornet. Weather Stripping: SILL: Nome Head: None )±ranee Jambs: Four(4)strips of vinyl flap seal .395" long in each jamb . Astragal stile: One(1)strip of vinyl flap seal .395" tong and one(1)strip of bulb vinyl .250" dia . Interlock stiles: One(1)strip of vinyl flap seat .395" long. Top rails: Two(2)strips of woolpile.220" high in each rail . Bottom rails: Two(2)strips of vinyl flap seal .750" long in each rail Four(4)aluminum with vinyl .675" long sweeps at the bottom of each interlock stile, secured with assembly fasteners with four(4)closed cell door sweep pads. Four (4) 1.25" x 1.25" x 1.5"open cell foam pads located it the top of each.interlock stile. Two(2) 1" x 1.5" x .500"open cell foam pads located top and bottom of astragal stile. 4Wware&LAwat0u: One(1)flush metallic lock located 41.5" up frons sill on ac ive panel lockstile, hooking into keeper in astragal stile. One(1)metallic single roller housing located at each end of both"X" panel bottom rails. 06/09/2003 02: 12 4788642492 BELL-VIEW,INC PAGE 04 Page 2 of 4 Binnings pan,American Report# CTLA-479W-1 Glazing: .1875"Tempered glass, marine/glazed with vinyl wrap around glazing gasket. Sealant: Adhesive caulk was used on the main frame interior and exterior. Narrow joint sealant was used on main frame corners. Silicone type adhesive was used to secure the aluminum sill adapter to outside of the sill water dam leg. Weep System: The sill had three(3)notches in each end measuring 2"long. Ten '10)weep notches measuring 1.25" x .3125" in all three(3) legs of sill. Reinforcement: One(1) piece of 1.5" x 1.5" x _125" steel tube located in astragal stile measuring full length of astragal_ One(1)piece of steel bar stock .375" x 1.5" located in interlock stiles measuring full length of interlock._ One(1)piece of aluminum"U"channel I"x 906" x _906" x 125" located in operable panel bottom rails .Four(4) aluminum angle brackets 2" x I" x .1875" x 1.5" located at top and bottom of interlock stiles exterior, anchored to the head and sill with two(2)# 10 x 2" phillips flat head S.M.$ fasteners, and attached to panel with assembly screw. One(1)astragal angle clip .750" x 2" x 2.5" x .188" located at the bottom of astragal stile, anchored to sill with.. three(3)# 10 x 2" phillips flat head S.M.S fasteners. The fixed pf.nels were anchored to the main frame with three(3)aluminum fixed panel retainer anchor and attached to panel with two(2)# 6 x .375" Tex screws in each clip. dditional Description: Unit tested with altuninum sill adapter 2.875" high adhered to outside of sill water dam leg, making water dam leg interior 2.580" high. Screen: Two(2)extruded aluminum screens measuring 48" x 94.875" overall .Coned and butted corner construction secured with two(2)# 10 x 1.250" P.H.P.H. S.M.S fasteners in each corner. Fiberglass mesh with vinyl spline, two(2) spring roller assemblies located 6" from each enc of top and bottom rails. One (1)interior and one(1)exterior handle_ Installation: Sixty(60)fasteners were used to secure the specimen to the wooden test bu:k. Eighteen(18)# 10 x 1.5"phillips flat head S.M.S fasteners in the head in nine(9)parallel rows of two(2)located 6",29",51",74",92",116",139"162"and 184"measuring from left jamb to ri gbt jamb. Eighteen(18)# 12 x 2"phillips flat head S.M.S fasteners in the sill in nine(9)parallel rows of t•vo(2) located 6",29",51",74",92",116",139",162"and 184" measuring from left jamb to right jamb. Twenty four(24)# 10 x 1.5" phillips flat bead S.M.S fasteners, twelve(12) in each jamb in si- (6)parallel rows oftwo(2) locate 6",22",44",54",67", and 90" measuring from head to sill. Surface Finish: White Conwwut, Nominal 2 mil polyethylene film was used to seal against air leakage durin4;structural loads. The film was used in a manner that did not influence the test results. 0G/09/2003 02: 12 4788642492 BELL-VIEW,INC PAGE 05 Page 3 of American s liicuain8 Pan ----- .�..—,--�` R rt No c7zAa79w 1 POrfOrmance'Fest Results Ppb No Ttle of Test _Method lowed *2.1.2 Air infiltration ASTM EZ83-91 .26 cfiWft2 3 cfrn/ft2 @ 1.57 psf The tested soecimen meets the perfOtmance levels specified in AAMA/NWWDA 101/1.S-2-97. Measured air recorded in two (2) decimals at clients request. *2.1-3/4-3 Water Resistance ASTM E547-93 No Entry No En try @ 5.0 SPh/ft' ,Four(4)five(5)minute cycles WTI'=9 psf ASTM E331-93 No Entry No Entry Fifteen(15)minute duration Tested with and without insect screen 2.1.4.2/4.4.2 Uniform Load Structural ASTM E330-97 Permanent Deformation Ten(10)second duration Measurement taken at mid span of panel interlock stile @ 90 psf Positive .156" .380" @ 90 psf Negative x.148" 380" Also held for Thirty (30) second duration @ 90 psf Positive .178" .380" @ 90 psf Negative .245" .380" *2.1.8 Force Entry Resistance HAMA 1303.5-76 Test A 0" 1/2" Test 3 0" 1/2" Test C 0" 1/2" Test D,E and F 0" 1/2" Test O 0f, 1/241 l 2.2.19.5.1 Operating Force AAIVIA/NWWDA 101/1.S.2-97 To Open Active panel 25 lbs 30 lbs To keep in motion 15 lbs 20 lbs To Open Astragal panel 14 lbs 30 lbs To keep in motion 10 lbs 20 lbs *2.2.19.5.2 Deglazing ASTM E987-88 Top hail 50 lbs .018 = 36 % <100 Bottom Rail 50 lbs .013 - 26 % X100 Left Stile 70 lbs .054 - 13-$ °1° <100 Right Stile 70 lbs 031 = 62 % <100 *Reference CTLA 479W 06/09/2003 02: 12 4788642492 BELL-VIEW, INC PAGE 06 Mage 4 of 4 Binuings pan American Report No CCLM79W 1 TOS°r'g 00Od"ed at American Test Labs, 6795 NW 17 th Ave,Ft, Lauderdale,Ftorida 33309 Test Date: November 9, 1999 Test Completion)(late: November 9, 1999 Remarks: De+ailed drawings were available for laboratory records and comparison t,.)the test specin�at the time of this report. A copy of this report along with representative sections ofthe test specimen will be retained by'CTL for a period of four(4)years. The results obtained apply only to the specimen tested. This test report does not constitute certification of this product, but only that the above test results were ob A=d using the designated test methods and they indicate compliance with the performance re9uirenuuts(paragraphs as listed)of the above referenced specifications. Certified Testing Laboratories assumes that all information provided by th.-client is accurate and that the physical and chemical properties of the components are as stated by the nuLnufacturer. Certified Testing Laboratories, Inc. Christopher Benned Lab Manager Architectural Division cc: Hinnings Pan American (2) 1 ALI (2) A.T.Lab (1) Ramesh Patel (l) File CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD J o ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001096 Date 8/08/08 Property Address . . . . . . 182 SYLVAN DR Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2250 ---------------------------------------------------------------------------- Application desc REROOF FL 1956 . 3 ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ THORPE, CHARLES SHORE ROOFING COMPANY 182 SYLVAN DRIVE 914 7TH AVENUE SOUTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-8842 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 41 . 25 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 2250 Expiration Date . . 2/04/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 41 .25 41 . 25 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 41 .25 41 . 25 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. rS` AUT 0, BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 >r • Office: (904)247-5826 • Fax: (904)247-5845 Job Address: ����y rens0�V { �C� '3Z233 Permit Number: Legal Description Valuation of Work(Replacement Cost) $_ 2s� ■ Class of Work(Circle one): New Addition Alteration ���a��' Move---,, ■ Use of existing/proposed structure(s)�((Circle one): CommerciaY- Re ' ■ If an existing structure, is a fire sprinkler system installed?(Circle one): es No �TL�LlA� ■ Is approval of homeowner's association or other private entity required?(Circle one): Yes Describe in detail the type of work to be performed: -3 Property Owner Information Name: Address: l$Z. S-NWO-O City � Stata= Zip 32Z,-�, Phone qWA - 2,C4\ •32oZ Contractor Information: Name of Company:S�� _ _Qualifying AgeL S1)b i c Address: l4 �h Ca.� `� City DQ,u nState"-_yZip Office Phone'o�'-�1 Job Site/Contact Number State Certification/Registration# Q,-3,(LQ 5Af)\\ Office Fax# a-M Architect Name&Phone# Engineer's Name&Phone# Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be erformed to meet the standards ofalI laws regulating construction to this jurisdiction. This permit nedoor anuli and period v id irywork is not months commenced a time a after six(6) months, or i construction or work is suspended or aban f commenced I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells,Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Thereby certify that I have read and examined this application and know the same to be true and correct. All provisiognsfof laws and ordinances governing thisµqty oerof work�wi'll bate e complied a p t»whethercsp f anv d herein edor al tstate,oralocal ,fa vis permit does no. presume t 6 ,' regulating construction or perfor e of construction. Signature of Property Owner: Signature of contractor: Sworn to and subscribed before Sworiv to and sub 'bed before me this (&_Day of L q. •bk 2 b N this to Day of Y /_fin "'t: • D NNAJ MYLOD _ v Notary Public: _ NoEll; DONNAJ.MYLOD Expires August 28,2011 Commission DD 687076 Banded.nru Troy Fain Wu nce WMW7019 *= Expires August 28.2011 REVISED 03.05.07 N,-, ' son,ad nmi troy Fa n inea anae 9oo30�7o1s �t►�.'-Ly flf� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 r7jilt Application Number . . . . . 08-00001097 Date 8/08/08 Property Address . . . . . . 184 SYLVAN DR Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2250 ---------------------------------------------------------------------------- Application desc REROOF FL 0956 . 3 ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- MYLOD, DONNA SHORE ROOFING COMPANY 184 SYLVAN DRIVE 914 7TH AVENUE SOUTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-8842 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . i Permit Fee . . . . 41 . 50 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 2250 Expiration Date . . 2/04/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 41 . 50 41 . 50 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 41 . 50 41 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH U - 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 ® Fax: (904)247-5845 Job Address: �Q:`E -:C;�a>,t__y Q21,y 1E ermit Number: Legal Description k "2» I(.ZO g2eA 75 LG Valuation of Work(Replacement Cost) S ■ Class of Work(Circle one): New Addition Alteration ,$ - " ■ Use of existing/proposed structures) Circle one): Commercial Res' �� ■ If an existing structure, is a fire sprmlMer system installed? (Circle one): es No / Is approval of homeowner's association or other private entity required?(Circle one): Yes Noj Describe in detail the type of work to be performed: 2Qt b�� Grid t Property Owner Information Name: �u1�P* J ��►�� Address: Su►4.y 0,13 city -k+ +-�*-� .I-t- Stat ,Zip _Phone eto t41— �3 C h� S91 Contractor Information: Name of Company:'3"nl c �l �N-)a Qualifying Agent. �- Address., 14 Q--` V ,g `� City Stater_Zip Office Phone WA cbb \,h Job Site/Contact Number State Certification/Registration# 'A t\\ Office Fax Architect Name&Phone# Engineer's Name&Phone# Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance o�f a permit and that all workwill be erformed to meet the standards of all laws regulating construction in this jurisdiction, This permit becomes null and void if work is not commenced within six(6) months, or i construction or work is suspended or abandoned for a period of six f6) months at any time after work is commenced f I understand that separate permits must be secured for Electrical ork, Plumbing, Signs, Wells,Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR RyIPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COIVIlV Thereby certify that have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this tye of work will be complied with whether specified herein or not. The granting of a f .7.no of r+s.nnarw�n fin m.+n a.ut. rarity t� violate or c/71ncel tyle prov,TC1lJYI.0 of lIY1V other federal, state, or local law permit uvea not presu to give regulating construction or the performance of construction. Signature of Property Owner: ` w •� ��� Signature of Contractor: Sworn to and subscribed before me Sworn to and sub cn'bed before me this (jo Day of AAN *k � this k o Day of - Notary Publi Notary Public: O �„� Apµ�, �p'� �nuun�nu•�•••••pn gHn•S MARJORIE M.ADAMS4iARRIJp = r Como*00041181123 coIIIIIrr DDO" � a4 ExpilN t0A01�009 REVISED 03.05.07` ' Ewkm 1 w. 000 = Bord wu(SOOPM.4254 B-d�d IMI(!00)42.1254 '.'•.?`°..`?Q`.....Florida Norary Aasn.�:nc.i Fov na a FWWa NOWY Am..ft PSR-3844 14192 �y~ DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - - PERMIT ------- LOCATION INFORMATION Permit Number : 14192 Address : 184 SYLVAN DRIVE Permit Type:MECHANICAL ATLANTIC BEACH , FLORIDA 3223{ Class of Work :ALTERATION --------- LEGAL DESCRIPTION - ----- Constr . Type:WOOD FRAME Block : Lot : Twp : Proposed Use : SINGLE FAMILY Section: 0 Subd: Rng : Dwelling~ : 0 Subdivision: Est . Value: 0 .00 Improv . Cost : 0 .00 Total Fe=es - 25 .00 Amount Pail , OWNER INFORMA I )N - - _ APPLICATION FEES --------- Name : DONNA J . MYL�D FERMIT 25 .00 T,+ir : i31 SYLVAN DRIVE ATLANTIC BEECH FLORIDA 32 t :iil;f? " 90,4 1246-6721 CONTF:FzCTOR INFORMATION Name: HUyHAM HEATING & AIR Addy: ' 1078 NINTH STREET SOUTH JACKSONVILLE BEACH , FL 32250 Lic : RA0024352 Exp : l ` 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." 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 CHECKS 1392 ATLANTIC BEACH BUILDING DEPARTMENT 00100003221600 By: 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. LOCATION Street Address: I <) Lf _ 1� OF Intersecting Streets: Between And BUILDING Sub-division II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the abcve statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of (Pt) / Contractors ConContractorr (Prrint) � /Li.�/� Mester Name of Property Owner Signature of Owner Signature of or Authorised Agent Architect or Engineer III. GENERAL INFORMATION i A, Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON Electric THIS BUILDING OR SITE? k__() ❑ Gas—❑ LP ❑ Natural a Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) �6 Residential or ❑ Commercial -❑ Heat ❑ Space ❑ Recessed g Central ❑ Roof ❑ New Building ❑ Air Conditioning: ❑ Room ❑ Control Existing Building ❑ Duct System: Material Thickness Replacement of existing system Maximum capacity c.f.m. New installation(No system previously installed) El or add-on to existing system ❑ Refrigeration ❑ Other — Specify ❑ Cooling tower: Capacity g.p.m. ❑ Fire sprinklers: Number of head ❑ Elevator ❑ Manllft ❑ Escalator (number) THIS MACE FOR OFFICE USE ONLY ❑ Gasoline pumps (number) (Iteeeiwd) ❑ Tanks (number) Remarks ❑ LPG containers (number) ❑ Unfired pressure vessel Boilers Permit Approved by Do ❑ ❑ Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Unit, Description Model Number Manufacturer (Tons)Y Appravgency HEATING - FURNACES, BOILERS, FIREPLACES Capacity ApProvini Number Vnits Description Model Number Manufacturer (BTU) .f►rascy (.J .0 OC l C7 lel Uv ,ANKS low Many Nominal Capacity Type Liquid Name of Serial Approving and Dimensions Contained Manufacturer No. Agency CITY OF 716 OCEAN BOULEVARD U P.O.BOX 25 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 APPROVED CITY OF ATLANTIC BEACH BUILDING OFFICE APPLICATION FOR TREE REMOVAL PERMIT DATE ' ` � � A P-p BK CITY nF �ROVE p raAr� � BU/LD1 G �BECIAplant /Vcf— fVBEA CI , ADDRESS v Y Owner NAME Y ADDRESS 4/1 Location of tree if different from owner' s address : Reason for Removal: Sal a G � Gtr I l h ve r S"'' o Re Lot Line indicate a a possition of �, tree on a o a lot .r4 •�1 • �' p Front Lot Line Building Official _ 1 DEPARTMENT OF BUILDING PERMIT NO. 7955 CITY OF ATLANTIC BEACH,FLORIDA PERMIT TO BUILD nnCACI THIS PERMIT MUST BE POSTED ON JOB _ i n 8/14/0 Amgmt 1.5, 19 Date Valuation$ Fee$ 111b Qiar_e i 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. This is to certify that Elva Slotterback I has permission to bum Remove diseased trek' in rear of TyrOPer - I residential Zone Classification Owned by Elva Slotterback Lot— Block— 182 SYLVAN DRIVE House No. According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS * AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE V z Building material, rubbish and debris z from this work must not be placed I in public space, and must be cleared up and hauled away by either con- s tracto r owner. l i B ing Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING l ELECTRICAL SEWER i WATER CITY OF ATLANTIC BEACH, FLORIDA Approvod by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: �° 19 ff IMPORTANT NOTICE: AS DESCRIBED IN THE FOLLOWING, IN CONSIDERATION OF PERMIT GIVEN FOR DOIANC WI HOTHE ATTACHED PLANS AND SPECIFICATIONS, EREBY AGREE TO PERFORM SAID WORK IN ACCORD WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRIM T ELECTRICIAN SIGNATURE RFD BOX NAME r �„� ',•_ ah ,,.,f.� _ADDRESS: � BETWEEN: BLDG.SIZE RES. APT-0COMM. ( 1 PUBLIC ( 1 INDUS. ( 1 NEW t r OLD ( REW. 1 ( 1 SO. FT. ADDITION ( 1 TRAILER ( 1 TEMP. ( 1 SIGNS ( ) FEE SERVICE: NEW( 1 INCREASE ( ) REPAIR ( 1 / /So AMPS COPPER ( 1 ALUM. 1 CONDUCTOR SIZE J ' 00 SWITCH OR BREAKER %SC AMPS ! PH 3 WVOLT RACEWAY 30 EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES _ CONCEALED OPEN TOTAL 31.700 AMPS. 0.80 AMPS. SWITCHES INCANDESCENT --- FLUORESCENT&M•o 100 AMPS. OVER FIXED BELL TRANSF. APPLIANCES AIR H.P. RATING H.P. RATING TOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT CONDITIONING COMP.MO 0-1 OVER PHS MOTORS H.P. VOLTAGE PHS NO. � H.P. VOLTAGE MISCELLANEOUS `� � as TRANSFORMERS: UNDER 600 V. OVER 600 V. KVA NO. KVA _ NO.NEON TRANSF. NO. FLASHER VA. MA. MOTOR SIZE SWITCH EACH SIGN FORWARDED _ S TOTAL FEES _____ E-UILDING AEq, 2:0t t`1 'Itf �G CITY OF JTLANJIC L' ' I +�1 KPPLIC MACH, FLC'?�IDA j �prioont focorn po ns in stetn,-- fid. / �CC��--- s . II. tll. end►`°' . so„t�,. Featw �BL "t Ne dress) ---_ .t„..n/ Y�IStefe (IntwrsoctiSt. p'r}i°^ of lot ;f �kflun ftrH rol�ltteG� S"b di.;s:on TYFC OF FI?Q�rD KA, C;-{kN, lYQp,K al dascripf;on s»rCAL d«ed in dupliuf• if �a�azcarY) Ute' Olt 1UILp,Ns All E r��� Cornp:Ff. Pasrfs - -. RESIDENTIAL _ D 1. ❑ ONS f@";;y q' CS�,7•E1°31�11 IS• 2. T.�or 11. ❑ Uhl;ty rr"fe Tore family_ M+asryarit irtsf;fy}i�, )ref,c,as� Enfar numbs of,ops 12. (� Sc7�of, rom►r. '�' ❑ tubr,� (F+derel. a 3• ❑ Transient• W.I. ctFar a�,c6I;onaf Ste}a N for ► Tofel, rxn;ng t•ouaa - C• NATUrE OF WORK Enter nurt+ber of un;fL__�_ 13- ❑ Store. 17. x Kra, f v nq 4• ❑ Ofhar res;dent;e! Off,. �i 14. ❑ OTIER-SpECIF'y It. ❑ Ea-sf;ng lir;d:sy, NON-R I 19. C3Rer=sc.rnc"f of.rirl;"4ts�s ES DENTIA ❑ A""".nt. recrsaf;onal21. (h'° a`w F'�+iors�r 1►clsrw.d) ❑ fa tr:en or sc�}on to u;st;nq ;}rw ❑ UOyMA. otiser rer;g iovi ❑ 22. (] 04or- fndus!ria{ Specify ❑ Gsregt. serv;ce stefion ❑ Hosp;taF, ins}i}uf;orsel F- Tl' OF 'UIlC9NS ❑ O{f;ca, benf, pro{essional 36,� Numb:r of Z- �HANICAL EQUIPMENT TO tE INSTA11EI) 37 Wc+od /rsme •or;de corrpfate Fist or conpo„ents on L-td of this forth) 38• ❑ uricn7 end.cod ❑ Furr.ace: ❑ Space E] R 39- ❑ nforcr! concryh Air Cond;f;on;n 40- ❑ Sfrvct-rNd sfs*1 9� ❑ Room �Central ' Oct System: ►.l.fary �i9'/'� Ty rr 41. ❑ Otf,.r t+faa;mum capecitr ��GO TONAGE: `'f'" 'Z" Z %'' ❑ Ceot;nq fwer. Capacity THIS SPACE FCR .:-F4O USS O-rdLY ("•ave'.-�) ❑ Pre sprinlrert: Number of I+aaa. ❑ E!Lrafor ❑ M&M13t ❑ Esul/for Inur..5et) ❑ GtsoGne pumps (nuncusi) Q Tanh (nvm5et) Itwn*AS ❑ LAG confa;nert (nurrsber) ❑ uef;rvd petssure "u.l Permit Aye.--,*d by a+e ❑ 141sft rerrnif Fe. NE AL INFORMATION of 1a.�i�q - B. IS OTHER CCMST.7UCTICN E_tMG DOME ON 71115 BUILDING OR SITE? E'rstric Q Gas-❑ lr ❑ Netrnr ❑ Cc-tral Utirity IF YES, GrvE Nt:�eER OF =1NSTRUCTIOM pERmIT _ C] Oil ❑ Ot•:.er — S;-;fy plated by 60 opplicenh VTIHCATiON — To bo car „,,, aid .� in eccordence a ffe „oro at d ,cr,bed ie tte ata a str,fa <-•-t�.ti.e r(,ty ef'JeclsF-e.;��e ord; •red standards CM116,0"on Of *T'it 9i.N� for do 9 Sick ery a p+r1 Far�f and is ecco�ence i 1F,• atre:►ed pans en s;_cif ca�.e1's + - - 't d F:ecf_e listed }scrsias. f_--- S ,-atvrs of Gr C �t��aniC>r Or.trector f,:sant /ar c r �fr.nt) l S - --- i /�-- f or o 1 S ; a!yre n.• - --- ---- lit — .►�'�` /l=1•tf f C+rer — 1��, ,rflnt i DEPARTMENT OF BUILDING /a�� [y� CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO.--5 ( �J PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB/ Date 3i:t* C( ,1 ! 19 P1 74.00 T 74.00 74•OUCKT Valuation$ IIECHANICAL Fee$ YK.X_ 2625 1A 4/29/6 5099 .00CAC This permit not valid until above fee has been paid to City Treasurer,and is 2625 1 fi 4/29/0 subject to revocation for violation of applicable provisions of law. / 1000 This is to certify that DENNIS HEATING & AC 1880 ST. JOHNS BLUFF ROAD has permission toi}X Install heat & air Classification DUP . .X Zone_ I'G1 Owned by CHRIS DANSER Lot_ 701 Block ----- S/D RAT AIR House No. VAN DRIVE According to approved plans which are part of this permit = NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS A AFTER DATE OF ISSUE —� O Building material, rubbish and debris I from this work must not be placed in public space, and must be cleared = up a d hauled away by either con- `Cr� ,or owner. Building Official. FOR OFFICE PERMIT USE ONLY NUMBER DATE CONTRACTOR PLUMBING ELECTRICAL SEWER WATER s CITY OF 1*&a4e Fead - �7&ud4 716 OCEAN BOULEVARD P.O.BOX 26 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 July 11, 1983 Pre-Service Section 3rd Floor Jacksonville Electric Authority 233 West Duval Street Jacksonville, FL 32202 Dear Sirs: The following final inspection has been made and is satisfactory: 182 Sylvan Drive, Atlantic Beach 184 Sylvan Drive, Atlantic Beach Permit #3930, 3932 Permits issued to Bivins Electric Co. Sincerely, LJ hn M. Widdows :Building Inspection Supervisor JMW/ls CITY OF " -' 4&a.,t c /2ecci-0;&Uk& Office of Building Official REQUEST FOR INSPECTION 1'6Z t y _- 3)39 Date I I Permit No. 2— TimeA.M. Received C` cam/ P.M. District No. Job Address locality Owner's S--L r Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing E Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofin ❑ Slab Temp Pole -1 Top Out ❑ Heating Lintel Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. 2 _ C73 A.M. Inspec ion Made / d P.M. Inspector _ Final Inspection Certificateof ccup cy Date ,ratifiratr of orrupaurp CITY OF Drpartmrnt of +S110ing 3nsprrtion This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following: r O I A Q �M t Bldg.Permit No. Use Classification I Group------ TypeConstruction Fire District- �+ � Owner of Building ���r`—�i�;� Address— s lity � « --- Build' Address ._ BY — Building Official Date: IOET IN A CONSPICUOUS PLACE 1-)1_ i_) C : _� .� Iii ) ► - l :II I: .S-i Lr PlAJ :,r-R SiAIt C:,-k71FIE NO- is 1},71 .7 C: r'i_ :?) . �`.D IX1v i=S ,• �J 1 �: r w�? li1 iri T.�= rtJ57 - �0 DEPARTMENT OF BUILDING PERMIT NO. 5 9 01 CITY OF ATLANTIC BEACH,FLORIDA I PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 19 -' Valuation$ 90,759-6`i Fee$ '1577, 357975 357.750'.. This permit not valid until above fee has been paid to City Treasurer,and is 974U I l 1 ry 61, s subject to revocation for violation of applicable provisions of law. This is to certify that CHRIS DANSER �u —;–sem— , 219 PINE STREET �u DUPLEX AS PER PLANS SUBMITTED has permission to build Classification DUPLEX Zone RGI Owned by CHRIS DANSER Lot 701 Block -- S/D RAT TAM House No. 182/184 SYLVAN DRIVE According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE O Building material, rubbish and debris zi from this work must not be placed in public space, and must be cleared up and hauled away by eithe on- = tract or owner. _ ell . Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING 3930 ELECTRICAL .3932 SEWER WATER VOW LOT: 1'I-L:;lil'�G: 03 US?--.— MECHAN1CAL:— It- -3 Lfluo-n Syluo-n EI,ECTRICAL: 4 ' BUILDIN'G /PEPCIlT WORKSHF,ET HEATED SQUARE FOOTAGE: _ o�.S7` @ $ 3y_g5- per sq. ft. _ $ _3.100 i w @ $ �� .a� — per . $ GARAGE (PRIG ATE/SHED) : er sft __ _ _ _ ------- _ -- CARPORT: @ $ — per sq. ft. _ PORCHES: _/_�— @ $ �.C�� ------- per sq. ft. _ $ DECK: _ — @ $ _-- _ _ per sq. ft. _ PATIO: ---- - @ $ -- ------ Per sq. ft. _ $ --- --- TOTAL VALUATION: $ PERMIT FEES of- )%e,20 $ TOTAL VALUATION DATA 1st $ 5?> V U O _ '-40, ?5-cl,Cc5- $a.U0 $ 1?12,00 _ REMAINDER VALUATION @ $ 02 .UVper thousand or portion thereof TOTAL BUILDING PERMIT FEE. . . . . . . . . . . . . . . . • • •$ PLUS 11 THE BUILDING PEKIIT FOR PLAN FILING FEE. . . . . . . . . . . $ �Uq� 01 ..2 fi re1914eta —�•u�c TOTAL FEE DUE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 517,7S- --------------------------------------------------------- MECHANICAL PERMIT FEE: $ 6- T 00 PLUMBING PERMIT FEE: $ lUl ----- -- ELECTRICAL RESIDENTIAL: $ 4S X2- 9U°= ELECTRICAL TE'_lPORARY: $ WATER METER SIZE: 3l� Cad FEE: $ SEWER CONNECTION CHARGE: SQUARE FOOTAGE: ( a)o 5- r FEE $ WATER CONNECTION CHARGE: FIXTURE L'NITS (0 @ $10.00 PER UNIT: $ (pUov ACCOUNT NO. : 174— 110/42. APPROVED BY: TOTAL BUILDING/PLAN FILING FEES: APPROVED TOTAL NATER 1-1ETER CHARGE: CITY OF ATLANTIC BEACH TOTAL WATER CONNECTION CHARGE: $ q(00 BUILDING OFFICQ dd 2 TOTAL SEWER CONNECTION CILARGE: $ .2070 PR 1983 GRAND TOTAL DUE: $ 3057, 75__' }:i1') PE }:KS)1►'.1.7-)AL - - --- -- - - ----- -- - - - --- - - - r.1)2)1 T)01; CCI.:'1EkCI AL Ch7 101: -- --- -- — - -- - ..J r1 PLU."BER -- ---- — — --- — - ----- -- --- -- - please print TY/COUNTY OCCUPA7 MNAL L7 CE::SE NO. APPROVED — BUILDING OFFICE ATE Ctk7'3F) CAA E I.O. 7' DER OR CO':TF,ACTOR -!� '� M33 - -- -- - ------- ----------- ---------------_--------------------- -- -- - --- -- --- ------ LA.�'r7�ORY BATH UBS UP,INAL -- r ,'S 4C)_: SETS _ — SHO!-:£RS WA7EP. H=Si FRS -9, DI .:v7ASHERS -2 D1 SPC'SALS OT riER TOTAL_FI?:TL's:E COUNT —� -- TALL LION' OF PLL.-'_RING A2%'D FIXTUJ-ES 111UST 1': ACCGvC:_:CE WITH T H,E 1'10ST F:=C NT FD1TI ON r SC�'G =rte: S7-_:DrRD ?LL;iBI;:G CODE. S]G::A liP.E OF "=.S i�R PL�?SER FIXTURE LiMT Bi;E_-:':DOw-TN- -i r_ 1::1 IS LR EST BLIcHED AS THE '_':SUJF;==,. F :' T; r�_ F --E 'T O -k :D Oh 'C); is' P. F1i.Tt E L`:1 T CO'::ECTED TO THE CITY l:'TT_R. Tji7 v.,pTEp Si,.?Ll' C=_%:RGE IS --17F,;7 BY f ED A7 PER :IX7u1ZE li;:IT CO';::ECTED TO THE CITY ?:nTr.R S:-Si►*:. SEC. 27-3 (c) �L E-4T-RoO'-•: GROUP CONSISTING OF — ,,.t r.TLn3 (1,/OR W/O OVER _ ��v.+=R STALL. .ATER CLOSET, LAZ'STORT b EATA FED S :O•�.ER) (2 UNITS) (2 U. TUB OR S-'C%ER STA—IL (6 UNITS) BIDC.ET (3 L'\1TS) ':DRY TRAY --- CO'_1NATIO;: SINK S TRAY DENTAL, LAVATORY (2 UNITS) (3 UNITS) — (I MIT) KITCHEN SILT); M.'BI':4TION' SINK & TRAY W/ (2 LN:1TS) FOOD DIS. (4 L�3I TS) _— DENTAL UNIT OR CUSPI- DOR (I UNIT) — KlTChEN SI:'}: I DRINKING FOLINITAIN ('-� UNIT) WASTE GRINDER -- DIS}:L:�,SHER (2 UNITS) FLOOR. DRAINS (I UNIT) -- LAVATORY (I UNIT) -- — 'LAVATORY, r L=.VATORY, SURGEONS (2 UNITS) SHO:•r.RS GROUP PER N=4D FFyliTY FA.?LOR --- . (2 L;:1TS) SURGEONS SINK (3 UNITS) (3 UNITS) FLUSHING RIF, SINK (8 UNITS) SERVICE SINNK TRAP —_-- POT, SCULLERY __— SI-I: (4 1'NITS, URI,-AL, PEDESTAL SYPBO1r JET ST.,---%"D (3 UNITS) - — BLC:•:OUT (8 UNITS) URINAL, i'ALL LIP __ URINAL STALL. -- L:A-L. (4 i:'.!L•ic1::AL TROUGH EACH 2' (4 UNITS)- -- __ WkSHING "-�C-HILAE RES. t..SY. sl;%'K EA. ' SECTION (2 UNITS) (3 LTN:ITS) OF FaUC►TS - $ .'A7_P. CLOSLTS, i.":r;- %AT .R CLOSETS, VALVE (2 1: QTS) GF=RATED (G UNITS) l OPT—RATED (8 UNITS) u-'L _ FS � /�� I FOIL OFFICE USE ONLY Date----... ---------------------19 ------ Permit #........................Fee$------------------------ CITY OF ATLANTIC BEACH Valuation $.._--_---- FLORIDAHouse *----------------------------------------------------------- ...........................................................................-------•--•----•--.-----••------•-•----•••...........................•--•- APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. 3 Z+` Z -•---•--•------••---------., ............................... Owner P 1-t -9 2-S(ri" `''�'`_' _ Address... ..... ......---Telephone No------------_------------- Architect .... ..`.` `" ... Contractor Builder.....-- CL.` .:_3, `` `s`� Address ....................................Telephone No.-----i---------------'...... _..... v1 -------------------------------Block No.- -------_--- ----------..Sub Division-...--..S4..fi Lot No. `� r _Zone_._.....--•_..... S �J.V_-`='�.•--------------------- �J`"s}---.Street--1 --------'Side Between_ �- ............................and.--- S_+pfd .a,,r-------••-----_----.-_mss. ------------ ff Valuation $--S?` _d ...........For what purpose will building be used..... tA ------------------Type of construction------------------------------------- Dimensions of Building g X So Dimensions of Lot. ..- .............. ...Size of Footings.-_--. ---- Size of Piers---------.N.12�: ------------------Size of Sills--------N14}-------- -----Greatest Sill Span in ft...... --------Type Roof....... !... � 1.... How will Building be Heated?_�^tr-al...�-�h-L-_....�t.: - ...---....Will Building be on Solid or Filled Ground .....S.................................. . .................... 2X Size of Ceiling Joists.-----.---------t.'&-----•--------------------- Distance on Centers...........o+_............................, Greatest Span-----... ............................ » 1- _ y ------------------ Greatest Span......._�.� „ Size of Floor Joists--.----...2�._�...................•--•----- , Distance on Centers......-...I�'�----•-•---- ..---•--------•---..._._._ Size of Rafters.--------�-X ------------ ............. Distance on Centers 2.. , Greatest Span............t`0 ......................... » This rectangle is to represent the lot. APPROVED Locate the building or buildings in the CITY OF AT[_-.NTIC BEACH right position. Give distance in feet from BUILDING OFFICE all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall MAR 2411983 be submitted with application. ` Inspections required. � � 1. When steel is in place and ready to pour footing W W 2. When steel is in place and ready to pour Colum and/or lintel. z z j ►] 3. When steel is in place and ready to pour beam. Eo4 E-4 4. When framing is completed. .7 3 5. When rough plumbing is completed,and ready to cover up. G7 W 6. When septic tank drain field or sewer is laid but before it is covered. A A 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City of At antic Beach. -4)--- .------•---•-----•-----------•---- Address------ ----..---- �`Signature of Builder ........_ `- � ---- P - CL J c L r 9 a t Signatureof Owner.......... --------- -------------- Address....... .......................................................-_........................._------. i i �I DEPARTMENT OF BUILDING 5900 PERMIT NO. CITY OF ATLANTIC BEACH.FLORIDA PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB dusUo T 7/.I 83 7 Btu OCCK Date 19 ���`- 5566 I A 7!12!88 ILUIMING Fee$ 80.00 9!IAC Valuation$ ' 59t1� .QDCA 5566 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. This is to certify that B & C plTpMING e ns has permission to Classification DUPLEX Zone F.G 1 Owned by ___�Sro SALTAIR Lot 701 Block SYLVAPI DRIVE House No. According to approved plans which are part of this permOTICE—ALL CONCRETE FORMS * AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS -n AFTER DATE OF ISSUE Building material, rubbish and debris z from this work must not be placed I in public space, and must be cleared up and hauled away by either con- = traci dr or owner. w Building Official. PERMIT DATE CONTRACTOR FOR OFFICE USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER cv �- ;,Z-� _ _ -�� ---- - - ,- .,•� 1�a- _LFA _� ���� ����------ ------ - - --- � - N; 'Y5� 5ION- ;—'YE ++ -- --- CITY OF ATLANTI C BEACH APPLICATION FOR EATER CUT-INS. . . . 3�� .APPLICATION.APPLICATION1S HEREBY *,�� aE FOR _,__ EATER CUT-II. AT THE FOLLO::ING ADDRESS FOR ---_ -_._--_—UNITS. CUT-1N CHAY.GE OF ___—_-_—` T — STREET SUEDlVISION BLOCK LOT v`-— ------ `--� -- ----- - --- ACCOUNT :cC-IFER DLl oI1L/ .,ASTER PLL^•H3ER -- ?_AILING DDitESS ------ —-- DATE DATE INSTALLED -- -----