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1668 Sea Oats Dr (vault) CITY OF ATLANTIC BEACH y 800 SEMIN LE ROAD J . ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 H z, ,silt Application Number . . . . . 05-00030003 Property Address . • • Date 4/07/05 Tenant nbr, name 166 SEA OATS DR REPL WINDOWSApplication description . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO 13E UPDATED Application valuation . . . . 2963 Owner Contractor ------------------------ _ _ CROWDER, THOMAS E . AMERICAN WINDOW PRODUCTS 1668 SEA OATS 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 Issue Date 22 . 50 • • • Valuation . . . . 2963 Fee summary Charged Paid Credited Due ------- ---------- ' Permit Fee Total 45 . 00 45 . 00 . 00 Plan Check Total 22 . 50 22 . 50 . 00 . 00 Grand Total . 00 67 . 50 67 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANT C BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH cc: BUILDING /ZONING DEPARTMENT J � 800 Seminole Road Atlantic Beach,Florida 32233 S. Doerr (904)247-5800 (904)247-5845 Fax Vis' www.coab.us PLAN REVIEW COMMENTS Permit Application # '. Property Address: I Cv Applicant: CANI, t ►JDU Project: iEPL This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: L-,�- Date: Date Contractor Notified: i J�aj:.'L�lrJr� jM 3� $ � CITY OF ATLANTIC BEACH WINDOWS, SKYLIGHTS, GA,,{A iGE DOORS,HURRICANE SHUTTERS Date: Job Address: �� l � ( , Owner: �' Address: I&�� -Djz. hone: � —��� Legal Description: Block Number: Lot Number: Zoning District: Contractor: XUA State License Number: Wo,/25/ 20 Address: PRODUCTS;INC. Phone: -7 5/— 2-2 T 7 City: JACKSONVILLE,F&Mg7 (_ �2- Zip: Fax: Describe proposed use and work to be done: Present use of land or building(s): �>l ' Valuation of proposed construction:; c, Is approval of Homeowner's Association or other private entfty required? t\10 If yes, please submit with this application. Required Building Data• fltp Koch oG / ,/z�S Mean Roof Height)� (ft) Building Width S (ft) Building Length (ft) Roof Slope Window Height 3 t it (ft) Window Width 3P Window Elevation from Grade (R) Measurement from corner of building to window $''Z'" 't� (ft) Number of windows being installed Mean Roof Height � I � 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Page 1 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.cLatlantic-beach.fLus Revised 1/27/03 *Procedure: In order to expedite issuance of permits provide alt information as appropriate. Incomplete applications may result in delay in issuance of permit. In addition to they wilding data,the following information isrequired: 1. Manufacturer's Test Report with Uniform Structural Load(psf) 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type S. Skylights Description/Type 6. Hurricane Shutter Description/Type 7. Elevation View of Window Locations I hereby certify that all in rma' n rovided this lication is con t. Signature of Owner: Date: I hereby certify that I have read and examined this application and kn w 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 co ect and that the plans and supportingdata have been or shall be provided as required. Signature of Contractor: 5— Date: 1 Address and contact information of person to receive all correspon ence regarding this application(please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: i Sworn to and subscribed before me this � / day of ,20 State of Florida,County of Duval #;)aaY Ful"% Notary's Sign tore: 6ETTY FELDER *„ * MY COMMISSION#DD 239510 , EXPIRES:December 7,2007 L3" Personall known ""C14! Bonded Thru Budget Notary Services Produced identification Type of identification produced AS TO CONTRACTOR: Mc"Sworn to and subscribed before me this ,(day of ,20 .E State of Florida,County of Duval / BETTY FELDER Notary's Signa e: Z- * * MY COMMISSION#DD 239510 e0-eBondedEXPIRES:December 7,2007 Q'"Personally own Nj"r a Thro Budget Notary Services Produced identification Type of identification produced 800 Seminole Road Atlantic Beach,Florida 32233-5445 Page 2 Phone: (904)247-5800 Fax: (904)247-5845 http://www.ci.atiantic-beach.fl.us Revised 1/27/03 GI' 0, Vl%• JIS CIO 1 a lot . N, r L4 � y Z va 0 C ' Z on ILE COPY c o ,. APPROVED CITY OF ATLANTIC BEACH N BUILDING OFFICE MAR 31 2005 � By.: Florida Building Code Online Page 1 of 2 . a / / ' • lir r Ir 'ir 'ir Overview Product Search Organization Pmduct Search Aw ication User: Public User -Not Associated wid i,Organization- Application#: FL3848 Need Helms? Date Submitted: 12/21/2004 Product Manufacturer: Bell-View, Inc. Address/Phone/email: P.O.Box 208 150 Industrial Blvd. Wrightsville,GA 31096 (478)864-2227 Technical Representative: Bell-View,Inc. Technical Representative Address/Phone/,-mail: P.O.Box 208 Wrightsville,GA 31096 (478)864-2227 bvi@bellsouth.net Quality Assurance Representative: Bell-View,Inc. Quality Assurance Representative P.O.Box 208 Address/Phone/email: Wrigthsville,GA 31096 (478)864-2227 bvi@bellsouth.net Category: Windows Subcategory: Horizontal Slider Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Bui ding Section Standard Year Code: AAMA/NWWDA 1997 101.I.S.2-97? ASTM F588-97 ■-- AAMA/NWWDA 1997 101/I.S.2- 97/AAMA 1302.5 AAMA/NWWDA 1997 101/I.S.2-97? AAMA 103.5 AAMA/NWWDA 1997 101/I.S.2- http://www.floridabuilding.org/pr/pr detl.asp?IPT=3848 RV=0&fin=ROSrch 3/16/2005 Florida Building Code Online Page 2 of 2 f 97/ASTM F Certification Agency: National Accreditation&amp; Management Institute, Quality Assurance Entity: Validation Entity: Authorized Signature: Robert Bell bvi@bellsouth.net Evaluation/Test Reports Uploaded: Installation Documents Uploaded: Product Approval Method: Method 1 Option A Application Status: Approved Date Validated: 01/12/2005 Date Approved: 01/26/2005 Page: Page 1/1 pp/Seq Product Model#or Model # Name Description Limits of Use ' Frame Depth 848.1 Blue Chip H S AluminumSlider, Not for use in HVHZ ite or 3 lite 67.5 psf-67.5 psf ailable inyl sash and [lider remium Veka Vinyl r mes offer 848.2 eried 600 Horizontal m jor sales Not for use in HVHZ vantages. 45.0 psf-45.0 psf D sign option 3 it sliders. if�+wllld Cogyriaht and Disclaimer;02000 The State of Florida.All rights reserved. MOY VERIFY http://www.floridabuilding.org/pr/pr_detl.asp?IPT=3848& V=O&fm=ROSrch 3/16/2005 i i NATIONAL CERTIFIED TESTING LABORATORIES C1464 GEMINI BOULEVARD•ORLANDO, FLORIDA 32837 PHONE(4)7)240-1356• FAX (407) 240-8882 xwor MUILWNh PL01 ' 1� linc.com STR UCT URAL T REPORT KEEP THIS PLAN ON JOB Report No: NCTL-210-2883-3 MAY 1 2003 Test Date: 11/27/02 Report Date: 12/31102 Building&Zo ng Ins)ectlun Div 1 Expiration Date: 11127106 Client: Bell-View, Inc. ----- P.O. Box #208 E—amjner signature Wrightsville, GA 31096 License No., -------~ 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 7, "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 therm lly broken. One (1) metal cam-type sweep lock was located at 8-1/2"from each end of the inte for 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 botto rails. The frame was of double screw coped corner construction using(#8 x 3/4')PPH screws. The active sash were of double screw coped corner construction using(#8 x 3/4')PPH screws. The fixed meeting stiles were fastened to the head and sill at 28-112"from each jamb with two ( (#8 x 3/4") 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 r ll formed aluminum glazing bead. The insulated glass consisted of two (2) lites of 0.125"thi k 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 vi yl weatherstrip (0.170"high) was located at each fixed meeting stile. PROFESSIONALS IN THE SC ENCE OF TESTING Aqs Bell View, Inc. NCTL-210-2883-3 Weeps: One (1) weep hole measuring 1-112"x 5/ 2"was located at 5"from each end of the screen retainer sill track. One (1) weep hole measuring '/. 'x 5/32"was located at 6-112"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 2 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 prings. GATEWAY PERFO CE TEST RESULTS NOTE. The following gateway performance and optional water resistance test results were obtained from NCTL report number 210-2883-2, tet 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 % (0.0221) <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) 0.06 cfm/fta 0.3 cfm/ft2 2.1.3 * Water Resistance -ASTM E547 5.0 gph/ft' WTP= 4.5 psf No Leakage No Leakage Bell View, Inc. NCTL-210-2883-3 GATEWAY PERFORMANC TEST RESULTS (Cont.) Par. No. Title of Test & Method Measured Allowed 2.1.4.2 ** Uniform Load Structural -ASTM 330 Permanent Set 45.0 psf Exterior 0.02" 0.237" 45.0 psf Interior 0.03" 0.237' 2.1.8 Forced Entry Resistance -ASTMF588 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 5.0 gph/ft' WTP= 7.5 psf No Leakage No Leakage NOTE Unit was tested with a 2.250"sill height to achieve WTP= 7.5 psf 4.4.4.2 ** Uniform Load Structural -ASTMELT30 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 1112 7/02 The tested specimen meets (or exceeds) the performance levels specified in Table 2.1 of ANSI/AAMA/ NWWDA 101/I.S.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 30 110x62(HS - C45 110x62 with sill riser) product designation. Detailed drawings were availa le for laboratory records and compared to the test specimen at the time of this report. A copy o this report along with representative sections of the test specimen will be retained by NCTI,for a period of four(4)years. The results obtained apply only to the specimen tested. No concl sions of any kind regarding the adequacy or inadequacy of the glass in the test specimen may t e drawn from this test. This report does not constitute certification of the product which may onIj be granted by a certification program validator. NATION CERTIFIED T NG LABORATO IES DANIEL C NYERS f Laboratory Manager g 3 Bell View, Inc. NCTL-210-2883-3 NOTE: The following forced entry test results were obtained from NCTL report number 210- 2883-2, test date 11/27/02. APPEN IX 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 RE ULTS 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 Al L1=150 lbf Minute No Entry No Entry 10.2.1.2-Test A2 L1=150 lbf Minute No Entry No Entry L2= 75 lbf interior 10.2.1.3-Test A3 L1=150 lbf 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 i 0 0 m j0 --A . o N c o 0 �. CD gU1L 5INd PLAt48 LXAWN' Y� ' R VIEWED FOR i �—•. LL c0 COMPLIANCE � D KEER THIS PLA MAY 13 2003 z � m Building& oning Insp al, jIu•Jax., FL. r— tp Examiner ignature Pi0 -- `' z Cn s O � m APP � y T ANT1G BEACH 1 f� m —+ r � N mMAK � M O` Z co t� 1t� Florida Building Code Online Page 1 of 2 • r r r ,r it Overview Product Search Organization Pr iduct , Search APP cation User: Public User -Not Associated witf. Organization- Application#: FL1658 Need Heli; Date Submitted: 10/05/2004 Product Manufacturer: Bell-View,Inc. Address/Phone/email: P.O. Box 208 150 Industrial Blvd. Wrightsville,GA 31096 (478)864-2227 Technical Representative: Bell-View,Inc. Technical Representative Address/Phone/ mail: P.O.Box 208 Wrightsville,GA 31096 (478)864-2227 bvi@bellsouth.net Quality Assurance Representative: Bell-View,Inc. Quality Assurance Representative P.O.Box 208 Address/Phone/email: Wrigthsville,GA 31096 (478)864-2227 bvi@bellsouth.net Category: Windows Subcategory: Horizontal Slider Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Section Standard Year Code: AAMANWWDA 1997 101/I.S.2- 97/ASTM F588- 97(FER) Certification Agency: American Architectural Manufacturers Association Quality Assurance Entity: Validation Entity: http://www.floridabuilding.org/pr/pr_detl.asp?IPT=1658& V=0&fm=ROSrch 3/16/2005 Florida Building Code Online Page 2 of 2 Authorized Signature: Robert Bell bvi@bellsouth.net Evaluation/Test Reports Uploaded: Installation Documents Uploaded: Product Approval Method: Method 1 Option A Application Status: Approved Date Validated: 10/27/2004 Date Approved: 11/03/2004 Page: Page 1/1 pp/Seq Product Model#or Model Limits of Use # Name Description " Frame Depth Not For use in HVHZ 1658.1 Blue Chip Single Hung luminum Single +105.0 psf- 105.0 psf un Window DCBCCO PA 201-94, PA 1658.2 PA20 Single Hung Large Missile 02-94, PA 203-94(with JF pact product no deviations)Qualifying: STM E283, E330, E331 1/2" Frame Not for use in HVHZ 1658.3 Series 500 Single Hung jDpth Aluminumdow 60psf-60psf 1658.4 eries 600 Vinyl Single lly Welded Not For use in HVHZ Hun C Window 52.5 psf-52.5 psf copyright and Disclaimer;02 0 The state of Florida.All rights reserved. Il+aorrrr�►tl hq://Www.floridabuilding.org/pr/pr detl.asp?IPT=1658& V=0&fm=ROSrch 3/16/2005 L NATIONAL CER71FIED TESTING LABORATORIES 1464 GEMINI I IOULEVARD-ORLANDO, FLORIDA 32837 PHONE 407)240-1356-FAX(407)240-8882 www.nctlinc.com STRUCTURAL PERFORMAME 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 "Blu Chip" Single Hung Aluminum Prime Window (H-R70 52x72). Test Specification: ANSIIAAMA1NWWDA 101/I S.2-97, "Voluntary Specifications for Aluminum, Vinyl(PVC), and Vood Windows and Glass Doors." TEST SPECIMEN DESCRIPTION General: The test specimen was a one-over-one singe hung aluminum prime window measuring. 47'wide by 610"high overall. The active sash measured 47'wide by 3'0-718"high. The active sash was removable via a single balance system with locki g 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 earh 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"flathead)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 do ble 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"h h)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 w 28 located at each end of the exterior vertical sill screen retainer leg. PROFESSIONALS/N THE SC/FNCE OF TESTING i Bell-View Incorporated - - NC71-210-2883-6 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 3'11-1/2"wi by 46-112"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 RE ULTS 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/fts 0.30 cfm/ft' 2.1.3 * Water Resistance -ASTM E547 5.0 gph/ft' WTP=4.50 psf No Leakage No Leakage 2.1.4.2 ** Uniform Load Structural-ASTME3 0 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 % (0.0281) <100% Bottom Rail(70 lbfl 3.4 % (0.017') <100% Left Hand Stile (50 lb}) 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&ASYM E331 50gph/ft' WTP= 10.50 psf No Leakage No Leakage 4.4.2 ** Uniform Load Structural -ASTME33 1050 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 I Bell-View Incorporated NCTL-210-2883-6 TEST COMPLETED 11127102 The tested specimen meets (or exceeds)the performc nce levels specified in Table 2.1 of ANSI/AAMAI NWWDA 101II.S.2-97 for air infilti ation. The listed results were secured by using the designated test methods and indicate compliande with the performance requirements of the referenced specification paragraphs for the H-R70 2x72 product designation. Detailed drawings were available for laboratory re rds and comparison to the test specimen at the time of this report. A copy of this report along with epresentative sections of the test specimen will be retained by NCTL for a period of four(4)years. a results obtained apply only to the specimen tested. No conclusions of any kind regarding the quacy or inadequacy of the glass in the test specimen may be drawn from this test. This report es not constitute certification of the product which may only be granted by a certification program validator. NATIONAL CERTIFIED TESTING LABORATORIES MICHAZZ E. LANE Division Manager Bell-View Incorporated NCTL-210-2883-6 APPENDIXA Forced Entry Resistance Test Results Test Methods ASTM F588-97, "Standard Test Me hod for Measuring the Forced Entry Resistance of Window Assemblies, xcluding Glazing Impact". TEST ULTS Paraeraph No. Loads )uration Measured Allowed 10.1-Lock Manipulation Minutes No Entry No Entry 10.2.1.1-Test Al L1=200 lbf IMInute No Entry No Entry 10.2.1.2-Te8t A2 L1=200 lbf Minute No Entry No Entry L2--100 lbf interior 10.2.1.3-Test A3 L1=200 lbf Minute No Entry No Entry L2=100 lbf exterior 10.2.1.4-Test A4 L1=200 lbf I 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 I 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 �s 's y CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001609 Date 11/24/08 Property Address . . . . . . 1668 SEA OATS DR Application type description PLU4BING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ----------- ------------------------------------ Application desc 1 FIXTURE -------- ------------------------------------ Owner Contractor ------------------------ ------------------------ CROWDER, THOMAS E. ATLANTIC COAST PLUMBING CORP. 1668 SEA OATS DRIVE DBA:ATLANTIC COAST PLUMB. &TILE ATLANTIC BEACH FL 32233 Q/A: PARRISH, NICHOLAS JACKSONVILLE FL 32224 (904) 249-5381 ---------- ------------------------------------ Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date Valuation 0 Expiration Date . . 5/23/09 ---------- ------------------------- ----------- Fee summary Charged aid Credited Due ----------------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 r PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OFA LANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Nov 24 08 11 :22a Susan Parrish 904-246-3673 p. 1 i CITE' OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION � Date: Property Address: Owner. AK11 ,/ I /� tyf"QY fi� 5 Contractor: A-Z,4A rr�" �. 4 f! :6 iY1 r J.rV �:' 1 A.4; �t i —,, T ekp oae #; �' ',5 Z Contractor Address: J' `1. �'� N it V` '� f`'C 7_Z -- r' Fax A::_e. In oonsidetuion of ----- permit b'rven for doing the+cork as describes in the ve st�temertt,eve hereby agree to;,;a ren y„ork ie"` accordance Kith tete artactted plans and spe%ti8cntions which aro a pun hereof and in uovordance with the Cita oi'Arlurtua Beach ; ordinance and stwxWds of good practice listed therein. lnstotlatiun of plumbing and fixtures must be iut accordance with the Code. use recent edition of the ; em auhSttaNtard Plumbing Plumbing Type: If otherconstruction is being done on this building or site, 0 New list the building permit number: 0 Re-Pipe Number of Fixtures: Bath Tubs Showers . Closets Shower Pans Dishwashers Sinks, Disposals Urinals ' r Floor Drains + � Washing Machine Lavatory �.� � ` Water Sewer r Water Heaters Other Fees Permit Lssuing Fee: S35.00 Tata!Factures: X$7.00 + S35.00 tici L 800 Seminole Road- Atlantic Beach Ftotida 32233-5445 Phone: (904) 247-Moo - Fax: (904)347-5845. ttp:Iiwww-ci-atlantic-boach,fi,us i W �A F z LLo g z -i- W Z � , i Mfg v� Q Doc #. 2005103375, OR BK 12377 Page 2455, 1 1 Df 1 Filed & Recorded 03/30/2005 at 02:03 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT Permit No. State of Florida County of The'undersigned hereby gives notice that improverner its will be made to certain real property,and in accordance with section 713.13 of the Florida Statute ,the following information is provided in this NOTICE OF COMMENCEMENT. Legal description of property(Include Street Address, available) 51 0q-2-5-Zqe - ti i.ot i o l3 V General description of Improvements �S Owner Address Owner's Interest in site of the Improvement Fee Simple Title holder(if other than owner) Name Address Contractor rReWGq%Ric //��4 D� Address I&T%211133M3 AVE, Kl t l�-F-c rSUn?ty jACL4jQMLLFFL 32367 .rp : Address Amount of bond$ Any person making a loan for the construction of the Improvements: i Name Address Person within the State of Florida designated'-by-owner upon whom notices or other documents maybe served as provided by Section 713.13(1)(a)7,Florida tatutes. Name Address In addition to himself,owner designates Of to receive a copy of the Uenor's Notice as provided in ection 713.13(1)(b),Florida Statutes. Expiration date of Notice of Commencement(the expi tion date is one(1)year from the date of recordim unless ff t date is specified) er Printed Name of owner Notary Rubber.stamp Seal 1 I have roil d'upon-the toll6w4identi8cadon of the Affiant Sworn to a ad#scribed hef-ore the thi ay of 30� AP arY Signature 1 4, - �ted MUM FELDER * , MVC MISSION A DD 239510 EXPIRE S:December],2007 fibbed Thru Budget Notary Saviree - y�ll1f CITY OF ATLANTIC BEACH s f 800 SEMINOLE ROAD r� ATLANTIC BEACH,FL 32233 NSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001791 Date 10/22/09 Property Address . . . . . . 1668 SEA OATS DR Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ----------------------------------------------- Application desc 6 FIXTURES ---------------------------------------- ------------- Owner Contractor ------------------------ -------------------- CROWDER, THOMAS E. ATLANTIC COAST PLUMBING CORP. 1668 SEA OATS DRIVE DBA:ATLANTIC COAST PLUMB. &TILE ATLANTIC BEACH FL 32233 F Q/A: PARRISH, NICHOLAS JACKSONVILLE FL 32224 (904) 249-5381 --------------------------------------- ------------------------------------ Permit PLUMBING PERMIT Additional desc Permit Fee . . . . 77 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 4/20/10 Fee summary Charged aid Credited Due _ __ ---------- r------ ---------- Permit Fee Total 77 . 00 ; 77 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 77 . 00 77 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF kTLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. I Oct 22 09 10:43a Susan Parrish 904-246-3673 P. 1 CITY OF ATLANTIC BEACH 09- $30 SEMINOLE ROAD.ATLANTIC BEACH.FL 32!33 OFFICE(ac4)247-B=a FAX 140.:(904)247-58 3 BL1ILoM4)EPT@COA9.US ICJ! DUVAL COUNTY PLUMBING PERMIT APPIL TION ATF::V Ila MERM, OWAV /0 J:No C�S PERMIT 1: 6.PHONE. S.ADDRESS IF FROM.leADDRESS: 4.NAM-e e.A) T.NAME OF COUPARY; ADOR 11.FAX No. ID.CEL P zvs�-, 4-1 9.STATE OF )AL$CENSEN0' 12.EMAIL ADDRESS: 113.OFF.ICE PHT ✓ I certify that all work vvill.be performed to meet the Applicatim is hereby made to obtain a Pem*to do the work and installations atom within Six(6) int iusisdictlon. This permit becomes null and void if work is not commenced standards of all laws regulating construction work mence months,or if construction or work is suspended or abandoned for a period of six(6)mol ithslat arty 4me coNTRAc-roRs WWATI.RE: IXCOV� :11 "TURE OF WOR [3,06 FLORIDABUILDING CODE- 0 NEW PLUMBING [3 RE-PIPE 0 OTHER: BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SIINK DRINKING FOUNTAIN \�!ATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHiNG MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY URINALS LAUNDRY TRAY OTHER(SPECIFY): ROOF DRAIN . 2o.PLUMBIMP TFE PERMIT ISSUING FLEE: $35.00 TOTAL FIXTURES: __,6_ x $7.00 (PER FIXTURE + $35.00 ............ 6-LDW3parrMApple0on?lumbi'.211&20W /710 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT f`7 TO THE CHIEF ELECTRICAL INSPECTOR: DATE: �� /ig-73 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING HE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANC WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ,ARFF,A-PART, HERWF AND IN ACCORDANCE WITH HE ELECTRICAL REGULATIONS, CODES AND CITY OF ATrA17ITl-6Ef1`O IAN �LLSTATE ��t ,Z .��,L 3 { R Inc. Post Office Box SJ64 Jacksonville, Florida 3221L 6n, 09/C ELECTRICAL FIRM: ASTER ELECTRICI Y SIGNATURE JOURNEYMAN NAME f. A21/2#0[ ,b ADDRESS: /7// _11--,04 *7-,S Cy'.ERFD BOX BLDG.SIZE L 2 ._ /v /S- .�E�v /. tk'i.0 BETWEEN: RES.( ) APT. ( ) COMM. ( ) PUBLIC( ► INDUS. ( 1 NEW( ) OLD ( 1 REW. ( ► ADDITION ( ) TRAILER ( ) TEMP.b" SIGNS ( ) SO. FT. SERVICE: NEW( 1 INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE T AMPS 6 C) COPPER ( ) ALUM. OCr pp ZC SWITCH OR BREAKER Cv v AMPS PH ..3 W /A., OLT , RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS I MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OYER 600 V. NO. I KVA NO. IKVA NO.NEON TRANSF. NO. VA. MA. MOT R SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES `QC., f f I R CITY OF ATLANTIC BEACH, FLORIDA Approvod by APPLICATION FOR E LECTRICAL PE I RMIT (/ TO THE CHIEF ELECTRICAL INSPECTOR: DATE: l 9- 19 73 IMPORTANT NOTICE: I IN CONSIDERATION OF PERMIT GIVEN FOR DOING HE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANC WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH 1 HE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 743 5422 ELECTRICAL FIRM: MASTER E.-L-ECTRICIAN SIGNATURE NAME- Fa.P on BuitdoiA ADDRESS: 1749 qod OfftA Dxiuc, RFD BOX BLDG.SIZE BETWEEN: RES.( ) APT. ( ) comm. ( ) PUBLIC ( 1 INDUS. ( 1 NEW( ) OLD ( 1 REW. ( ► ADDITION ( ) TRAILER ( 1 TEMP.(X► SIGNS ( ) SO. FT. SERVICE: NEW( ) INCREASE ( 1 REPAIR ( ► UNDERGROUND SERVICE FEE CONDUCTOR SIZE 413 AMPSCOPPER ( ) ALUM. X ) SWITCH OR BREAKER 60 AMPS I PH 3 W 230 VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS ALMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS I MISCELLANEOUS TRANSFORMERS: UNDER 600 V. VER 600 V. NO. KVA NO. lKVA NO. NEON TRANSF. NO. VA. MA. MOT R SIZE SWITCHI FLASHER EACH SIGN FORWARDED TOTAL FEES 2.00 CITY OF ATLANTIC OEACH, FLORIDA p Approved by APPLICATION FOR ELECTRICAL PERMIT �4 i TO THE CHIEF ELECTRICAL INSPECTOR: DATE: nuttita R 19 73 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING HE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANC WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH HE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 743 5422 T" ntey ELECTRICAL FIRM: MASTER ELECTRICIA SIGNATURE AN NAME._Faecon Bt._.Z.P_deu ADDRESS: RFD BOX BLDG.SIZE ,.,y �, ( �y�, BETWEEN: RES.( 1 APT. ( ) comm. ( ► PUBLIC ( 1 INDUS. ( ► NEW( 1 OLD ( ! REW. ( ! ADDITION ( ) TRAILER ( 1 TEMP.f X► SIGNS I ) SQ. FT. SERVICE: NEW( 1 INCREASE ( 1 REPAIR ( ► Undehgnound SeAvi.0 FEE CONDUCTOR SIZE 4/3 AMPS 60 COPPER ( 1 ALUM. (X ) SWITCH OR BREAKER 60 AMPS 1 PH 3W 230VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE [SWITCH—[ FLASHER EACH SIGN FORWARDED TOTAL FEES 2.00 CITY OF ATLANTIC REACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT G TO THE CHIEF ELECTRICAL INSPECTOR: DATE: Janyoll 8. 19 73 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANC WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 743 5422 Detta EtectAi.c Co. ELECTRICAL FIRM: MASTER ELECTRICIAY SIGNATURE JOURNEYMAN NAME Fatcon BuUdeu ADDRESS: 1762 Sea Oath. Drive —RFD—BOX— BLDG. FDBOXBLDG.SIZE � � BETWEEN: RES.( 1 APT. ( 1 comm.( 1 PUBLIC l 1 INDUS. ( 1 NEW( 1 OLD ( 1 REW. ( 1 ADDITION ( ) TRAILER ( 1 TEMP.W SIGNS ( ) SO. FT. SERVICE: NEW( ) INCREASE ( 1 REPAIR ( ) UNDERGROUND SERVICE FEE CONDUCTOR SIZE 413 AMPS 60 COPPER ( ) ALUM. ( ) SWITCH OR BREAKER 60 AMPS I PH 3W 2 30VOLT RACEWAY 2.00 EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS, 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS r MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO.NEON TRANSF. NO. VA. MA. Jj'MOT0R SIZE SWITCHFLASHER EACH SIGN FORWARDED TOTAL FEES 2.00 � FOR OFFICE USE ONLY CITY OF ATLANTIC BEACH Valuation $--- ....... Application is hereby made for the -approval of the detailed statemen 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 cf the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of th-a 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 Atlanile 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 verihed. ts This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. footing. 1. When steel is in place and ready to pour 2. When steel is in place and ready to pour columns and/or lintel. 3. When steel is in place and ready to pour beam. 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is Avered. Q 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 doin the work as described in the above statement, we hereby agree to perform said it 11 t a part hereof, and in accordance with the building work in accordance with the attached pl and speei 'cations, which are ���woo' '--'---------' Signature of --------'---'—'_—_-- Signature otOwner - --- ...----------------------------------------...................... Address--------------------------------------............................................................ ..+i �r S? 1"ffiy` 000,49112 -5,01 ��i't� �roVf7rnS`+5� xt! SEA JUTS, P.RtV6- OLARt FLORIDA 32233 fV,gI .l + kSect ton 1 poo t E t O tt a 4 a 3aasproy DOWNERAi CROW !+�. y :A'�` tit - �.�;----.-- Ttt I" SEA to T A� gp� y { rp �Rt �i{R��r g f C SZAC �";i�ew#L d.i.}+? 1rw g ...a +t.+wa " fY awi..q•>Mr.'. �,� Y ^`"� #fiu T' I ,t�1yy. VAT i re a .r.s *A VAS �� 1 twit q e0 HYD p S Y �U .2C HARE Mkt.00 a'�°KCT REI: .00I _ ` EUOTr> 4i I r. NOTICE--J# .IE.C£I RE FiQt M$AND FoolrINGS MU BE INSPE&E©BEFU#iE URING x .. n , f i t � pID SIX MONTHS AFTE DATE OF ISSUE y o- BUitDtPIf3 MATERIA FY-I � A DE$R, FRUM1A THIS WORK MUST NOT BE PLACED IN PUBLIC.�SPACE,AND MUST'BE GI.ERE }UP AN© It (1LEQ I1Y, EiTt iIR CdIVTRAC fOR OR OW ER.. `c '. L1. RET GE ' 'STH THE MECHA ICS' LIEN LAW CAN,,RESULT. IN �. TWICE F R BUIL[�►11�G IN�PRtVEMENTS. „ ISS J�� jp ACdORdIN ,TO A� {{D 'LANt WHICH ARE PART OF HIS PERMIT AND SUBJECT iO'RI=1/f7CAT14NFOR TI41d OF APDL 4EI.E` ; f t 1l~?N$OF LAW. z' ATLAMtftC BRACH BUILIDINO DEIP RTMENT BIA x, DEPARTMENT OF BUILDING FOR OFFICE USE ONLY r CITY OF ATLANTIC BEACH, FLORIDA197.3 Date `-------- Permit # Fees Application for Permit Valuation $. d*� for MisC« Alterations Housa # r and` Repairs E ESCRIBEQ a (state Fif to repair, alter, add to o move building, erect Y"awnings or signs etc. ) wilding on: Lot 10. Blk No. Sub.DivA. ... 9.�.�r ddress " ' ��" Valuation Owner`sNan+ BUILDINGS & OCCUPANCY uilding Use .- Residential or Business at Plumbng work to be done? ize of Pr*aent 'Bldg. Size of Ebctension t size s Material of Roof of stories now after altezed terial of Present Building Material of Extension t PLUS MUST BE SUBMITTED HEREWITH f SIGNS ze Classification (state whether grbund, roof, wall, projecting banner) terial of Construction lluminatec?_Type of illumination (StatB whether lamps or neon) YAill sign lie over' public property? SUBMIT DRAWING SHOWING CONSTRUCTION OF SIGN AND M NG e � 13AT WRITE ADDITIONAL INFO TION BELOW ` (For c6,nvas awnings' prouide dimensioned drawing on reserve side) Ix PORTANT NOTICE e . In consideration of permit given €o doing the work a,a, described the abov+ a here res o by agree perform said work, iz ordance "wit tai` the attached-plans _. a f scat iorx ► c "are "a p rt hereof, and in accordance with the luilding regulations of the C 'ty, o ,Atlantic Beach. Southern Stand 11dBu dlpg 2D4e) eture Of Build r or er ds r Ph APPROV r ' ec I Co o iftee ........ . ....... .................. ........... .. . ............. ........ .. DATE:. Y ...... i CITY OF ATLANTIC OEACH DEPARTMENT OF B ILDING 800 Seminole Road-Atlantic Beach, FL 322331-Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT - -- LOCA It I1,INI~ORM T1 PERMIT;INFt' [RIATION VPermit Number: 22007 Add ss: 1668 SEA OATS DRIVE ATLANTIC BEACH, FLORIDA 32233 Permit Type: PLUMBING Class of Work: ALTERATION Tow ship: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section:0 Square Feet: Sub ivision: seaspray Est.Value: Par el Number: -- Improv. Cost: t E-R INFORMATIQN Date Issued: 5/21/2001 N me: THOMAS CROWDER Total Fees: 25.00 Add ss: 1668 SEA OATS DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 5/21/2001 _ Pf one: (904)249-5381 Work Desc: REPLACER—SEWER COItICTt3R S ' T E.ICATI+D FEES 'ATLANTIC COAST PLUMBIN TILE '� R IT � E 7777 k t 1 sSa k irk FINAL � F' s NOTICE- INSPECTION , ST BE REQUESTED AT EAST 24 HOURS t[IOR TO.# 1SPECTtON BUILDING MATERIAL RgBBISH AN EBRIS FROM THIS WORK NOT BE PLACED IN PUBLIC T BE CRED t� i AULED AWA BY.F. ONTRA&OR OR OWNER SPACE, AND MUS ��+ ,;�-- "FAILURE TO COMPLY WITIW�tHE#0NS?kII�CTT'O L-EN, SESULT IN THE PROPERTY OWNER PAYING T 1OR L 1 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PA T OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. a PAID 14 A1- TIC BEACH BUILDING DEPT. Date 5n1/11 DI Receipt: IMM ----� IgD1113�1w i I f CITY OF ATLANTIC BEACH APPLICATION FOR PLVMBlNG PERMIT JOB LOCATION: �� �- /I OWNER OF PROPERTY: �{�(/v 4-S C&,w o PHONE NO. PLUMBING CONTRACTOR ZZ-tel C CONTRACTOR' S ADDRESS: �Z- '`e STATE LICENSE NUMBER: Yo TELEPHONE: Y� HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE OTHER TOTAL FIXTURES: x $3 . 50 S15. 00 MINIMUM PERMIT FEE - $25. 00 SIGNATURE OF OWNER: r 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 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904:) 247-5834 i This plan approved subject to the foll�wing provisions being included in the building; In hollow masonry unit construction each unit cell shall be reinforced with at least one No. 5 bar at all corners; poured and tamped with concrete; such reinforcing shall be properly tied into the footing and spandrelbeam. All wood truss rafters-- roof construction shall be securely fastened to the exterior walls with approved hurricane anchors or clips. Footings shall be continuous monolithic concrete under exterior walls, reinforced with two 5/8" deformed reinforcing rods for one- story buildings and three 5/8" deformed reinfor- AP„ iD cing rods for two-story buildings. Reinforcing CITY of A LAiti i IU BEACH rods shall be placed in the lower one-third of the BUILDING FICE the footings, properly placed and fastened on metal saddles with wire. Footings shall be 20" Date.- wide and 8" thick minimum. TMz '^� l��' !`-`� �� /f,^ �1 � �L'r... G✓fit"'. / PLOT PLAN SE L\/4 .MAR, I A L 0 T l BLOCKr3.. UNIT PLAT BOOK 34- PAGE (S) 5 l.� CURRENT RECORDS, DUVAL COUNTY, FLORIDA SCALE I" = 20' ) 1 i 0 +►l.q F-ll.q 5_4,^4" ! ISS _ ..-Q 14- F)IA 4-F,N. FE... IF-LeY. - 13,c7 N+ i F Il.`i � �- ►1.�1 2.L- 3'C oNc. loWALk- � `0 coNC. � 85' - APPROVED 10' - G�Q _ _ _---- ural Con 1 mml ee SEA OATS DRIVE .. DATE.... .........4...... � ........... f� TYPICAL WA L. L SECTION FOR 8" CONCRETE BLOCK CONSTRUCTION SCALE: 3/4" a V - 0" i i I ASPHALT SHINGLE ROOFINGHURRICANE ANCHORS EACH TRUSS l 10 T & G SHEATHING CW, %Zn PLYWO 2"x61, © 16" o. o. o REFAB ' ROOF TRU8SEI PRESSED"HARDBOARD £SEE ELEVATION SHEET SOFFIT 14f SCREEN VENTS FOR R0 OF PITC14 INSULATION 8" X 8" LINTEL BLOCK as 1 TH TWOr � a I,P � DRIP CONTI NUOU8 2 X 8 MET ; TREATED * `. TR M I X 2 NAILER PLATTr 2 X 6 FASCIA X 2 :..�h. ANCHORS 61 .00 O.c. MAX. ( 1-0 NOT LESS THAN TWO BOLTS IN EACH PIECE I OVERHA X 2 45e& L rmV. CELL CONCRETE BLOCK WITH . PRESSURE F- GdtarT"rcaN4 ( TREATED BOLT THROUGH miLDLE r FURRING CELL, MIDDLE CELL TO BE ? STRIPS FILLED WITH GROUT. i { iN SHEET- ROCK, SEE I SPECS. 6 CONCRETE BLACK WALL • c NQ B: PROVIDE REINF- 8"X80 P" JoA.St LINTEL SLOCK OVER ALL WINDOW AN� DOOR OPENINGS• i i 1 i 40 CONC. A8 TYPICAL W I TH 6" X�M BASE NO. 10 / 10 FINISH WELDED WIRE FLOORING EXPANSION JOINT 4 MESH REI We I L ! FINISH FLOOR LINE 777 , F N I S4 GRADE LINE j WELLCOMPAACTEL FILL R llflll 11111 b " i TR EATMENIIIIIf_.. AM& RODS CONT 1 Gous . @CtUta,'0 ETE FOO fl t DO* mmitts ................ TE•••••••••••••r••ar.�frrrsrr�iTilr�rrrrararurtt ' � L e x t.. v j5 n r `x .T*OOD SHEA TN I NQr-- PREFAB,. TROOSts ` x ni YWOOD $OFF t T v } ' HURR I GAN AWAO#8 U ?tl _. 7 .......... r � x TOF q# '!►LATE: s N SOL �» or .• x sotTtrllNor,em � 1 :102L T m ON Iib FASIC tA MYL.` D0 i R O I x2 fit.v 244 t * a 1_ 614 N6RIVEGI AN Z, etia oft A i n 10' i x - V lit � e }yam 'Fullow SPIES MIS N v R E S I ' i. 6 rc 1 v 4p /��wyii A�►►T> 5 & rv " 011x3 . T ,rICUNT I 'o AL W AL A 0T, 1 0 ' rp SPANS, .Qzr i 461.0a SKALk-1144 -00140. TU SEAJW A ` , .. 8445 GOUT. o si ,APPROVED r � e�tural Co omm' r r• •rr. , - r , y DATE: -° ,y ri aiTq It SEE ELEVATION FOR PITCH PREFAB TRUSSES SEE SPECS . FOR NSULATiOtl ' FOR ROOFING SEE SPECS* TOP OF PLATE } ANCHOR EACH TRUSS E 1 r C 112K PLYWOOD SHEATHING 2 - 211 X 411 • WOOD PLATE METAL DRIP TOP OF WINDOW FIN . I "XSSEE � 3/30 PLYWOOD WITH VENTS ELEVATI N FREEZE BOARD I/2" SHEETROOK 211 X 4" FRAME WALL t� 160 4 .C. 1 C10 ` O ONT NUOUS FILM VAPOR BARRIER ON FACE OF STUD BEHIND METAL LATH c�- 4M — 3 COAT STUCCO ON META LAT" 411 CONCRETE SLAB ( SEE SPECS - FOR I FINISHED FLOORING 2" 411 P .T. PLATE WITH 1/2" ROUND BY M LONG 6OLTS Q 7211 ON CENTER ' ' FIN - FLOOR ELEVATION 3/4" STUCCO ON MASONRY BttXSNX 6a CONCR[7E _ _ N BLOCK FOUNDATION —' FiN . GRADE ELEVATION WALL CONTINUOUS mill ApPReVED Ct al Co tr Com e 4, ....... WELL TAMPED FILL A - 711 'Z(:)`OX 8" DEEP....CO'N'T'1^ •• U-0 ....�Gy.�K.CRE.11... ..... 2 11 FOOTING WITH DATF4...l�,sp�-...PAP..4 A! I . TYPICAL WALL SECTION SHOWING ` STUCCO ON METAL.. LATH ON WOOD FRAME PPT ION e • r •^ .. .'l. • + 1 « r r N a ' w f y l Eft Pli;l; � F at � E ! APVED ; u ral tr Co itteeIr r, .. ` .. � �� �� "� � � 4� +� DATE:........MAY„ ,