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Permit Garage Door 5607 Fleet Landing 2011 . ;� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 0 - -:4 4 ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 Application Number 11- 00002403 Date 7/29/11 Property Address 5607 FLEET LANDING BLVD Application type description WINDOW AND /OR DOOR Property Zoning TO BE UPDATED Application valuation . . . 1100 Application desc REPLACE GARAGE DOOR Owner Contractor NAVAL CONTINUING CARE OVERHEAD DOOR CO. OF JAX RETIREMENT FOUNDATION, INC 6884 PHILIPS PARKWAY DR. N. 1 FLEET LANDING BLVD JACKSONVILLE FL 32256 ATLANTIC BEACH FL 322334599 (904) 268 -1627 Permit WINDOW AND /OR DOOR PERMIT Additional desc . Permit Fee . . . 60.00 Plan Check Fee . . 30.00 Issue Date . . . Valuation . . . . 1100 Expiration Date . 1/25/12 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONA1 ELECTRIC CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Other Fees STATE DCA SURCHARGE 2.00 STATE DBPR SURCHARGE 2.00 Fee summary Charged Paid Credited Due Permit Fee Total 60.00 60.00 .00 .00 Plan Check Total 30.00 30.00 .00 .00 Other Fee Total 4.00 4.00 .00 .00 Grand Total 94.00 94.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. $ ' ` \ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 '� > Application Number 11- 00002403 Date 7/29/11 Property Address 5607 FLEET LANDING BLVD Application type description WINDOW AND /OR DOOR Property Zoning TO BE UPDATED Application valuation . . . 1100 Application desc REPLACE GARAGE DOOR Owner Contractor NAVAL CONTINUING CARE OVERHEAD DOOR CO. OF JAX RETIREMENT FOUNDATION, INC 6884 PHILIPS PARKWAY DR. N. 1 FLEET LANDING BLVD JACKSONVILLE FL 32256 ATLANTIC BEACH FL 322334599 (904) 268 -1627 Permit WINDOW AND /OR DOOR PERMIT Additional desc . Permit Fee . . . 60.00 Plan Check Fee . . 30.00 Issue Date . . . Valuation . . . . 1100 Expiration Date . 1/25/12 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONA1 ELECTRIC CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Other Fees STATE DCA SURCHARGE 2.00 STATE DBPR SURCHARGE 2.00 Fee summary Charged Paid Credited Due Permit Fee Total 60.00 60.00 .00 .00 Plan Check Total 30.00 30.00 .00 .00 Other Fee Total 4.00 4.00 .00 .00 Grand Total 94.00 94.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. (904)247 -5828 • FAX NO.:(904)247.5845 CITY OF ATLANTIC BEACH 0 $ / / `am.* f rr 800 SEh8NOLE ROAD, ATLANTIC BEACH, FL 32233 �I r fi�!►i� v '' �� ,::::1 OFFICE: r kii rr ' ` ` BUILDING.OEPTrCOAB.US ' BUILDING PERMIT APPLICA ; JUL 2 7 . i D.`� ' COUNTY ❑ NEW BUILDING ❑ DEMOLITION _ _ DIVISION • •• '• LOT BLOCK SUB . E . 7 r ❑ADDm CONVERTING USE E, ` a El ALTERATION ❑ ACCESSORY BLDG. E 1 7 �I ! a J I` REPAIR ❑ POOL/ SPA ❑ YES 0 N/A • i d a ° i ! L I / . 0 /4 • ❑ MOVE ❑ OTHER 0 • —_ -- -- — _ },. jam ---. [. : :�a cl,f .;i c o _.. — -- .... F , c. ,, • �y s - - -�:�, ■ L . . -,� *� �.. . �+.E.4.4�}I.'S:__ � �.::e :__ . .. .� .: -1 - _� . '�_ -, - .' �.- :' .,. _�Jh_Fl;.;li �j'� � �.l Jlrl -A 15. COMPANY NAME: 23. COMPANY NAME: � i , , e ate I •?l ' 4 /!. 1 NI ' , 24 LICENSEE NAME in. L V 1 ' 10. ADDRESS: 17. STATE • - DA c - NO.: 25. STATE OF FLORIDA UCENSE NO.: • o 4.4ilik , 2 I Al / LI 18. ADDRESS . / � J , 28. ADDRESS 0 . pA7).4-4..,),6 Ale tt, ? 2.2_ c.)c.). 0 4. E..:.11,....gfur. ir , n 11. OFFICE PHONE: , ./ 112. FAX NO.: •. OFFICE PHONE FAX NO.: 27. OFFICE PHONE 28. FAX g:. roc/ 35 L / . ra y - 2 l� /GZ2 a o ' - 265 - 7 z�. ' A 13. CELL PHONE: 21. r PHONE 29. CELL PHONE ►''0 Sys 52> vE,. - 14. EMAIL ADDRESS: 22. EMAIL ADDRESS: 30. EMAIL ADDRESS: O dl 3 LU _ • 1 +til s rs V-:.,11.': , 31. NAME 35. NME — - _ ` 8 32. ADDRESS: 34. ADDRESS: 38. ADDRESS: 4. r 0 Application is hereby made to obtain a permit to do the work and installations as indicated. i certify that no work or instal : has 0 commenced prim to the issuance of a permit and that all work will be performed to meet the standar* of all laws regulating oonstrii • i • this p� jurisdiction. This permit becomes null and void If work is not commenced within sbc (6) months, or if construction or work Is sus - -, -- abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in. compliance with all applicable laws regulating construction and zoning. 1 will not occupy or use the referenced bulking or any part Moot until all inspections are flnaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by Taw . - ..�.....:._ ' WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR A.1. ' PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF i , ® COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SiTE BEFORE THE 1 FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WiTH YOUR W LENDER OR AN � ATTORNE � Y BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. K1, .. :ilril1it . J x , ! E -`i d 9,V ., •ned: �.��, _ B ate :7f -1 r�y" (-G- / ` � A l - Da ta 7 , Before me this i. ' day of � the county of Before me this /7d ay of - ., / _ —,d Waenin . county of Duval, State of Flo • a. has • _ - •/appeared ,W./ Duval, State of Florida, has �i • • - 7) /1 . herin by himself 1 herself and affirms that all statements and declarations are herin by himself / herself and affirms that all stetimpiritupd a \111t rri/ declarations are true and accurate. \ % 011111 /// true and accurate. ��� A, LA i/i , A r r ,yi yG Nootary�P blic at Large, 'I' ••° �t ; • ,v /Gt i-.--- Notary Public at Large, State of �- • °; :- 'e • % , sone ltyKnovm \ � „ ter 1B -1-.6.*. • •• � ❑ PersonallyKn ! .z O� r i 8 , a • ❑ Produced !den -. / ❑ Produced I.. ■ • / ! / . . I7 ; 3 P ° / Notary Signature: • / i ��.� f. I %� �� Notary Signature: 14 ! /f� / ` ■ IlDU yvot e I J e .� S�7t• #O[) NU' 'alit i ii /riipt►tft domiim e WAS FORM BLDG01: REVISED: 11/8/200, ' STRUCTURAL SOLUTIONS, P.A. Structural Engineering • Investigations • Consulting GARAGE DOOR STATIC PRESSURE TEST REPORT Garage Door No.: IRC- 6009 - 140-15 Test Date: 10/10/2002 Project No.: (02 -052 Design Pressures: +31.0 psf, -35.1 psf Report Date: 9/12/2005 Test Pressures:1 +46.5 psf, -52.6 psf Test Location:1 Amarr Garage Doors, Kernersville, NC ASCE 7 -98/02 Criteria: ! 140 mph, Exposure B, 30' Mean Roof Height, 5' in Edge Strip Witnessed By: ;Danny Joyner - Amarr Garage Doors; Thomas L. Shelmerdine, PE - Structural Solutions, P.A. Description of Test Specimen: A 9' -0" wide x 7-0" high residential steel sectional garage door, one (1) section wide by four (4) sections high, each section being 2" inches thick by 21" high galvanized steel sheet. The bottom and third sections were each reinforced with one (1) 2" x 20 gauge galvanized steel strut located at the bottom of the section; the bottom, second and third sections were reinforced with one (1) 3" x 20 gauge galvanized steel strut located at the top of each section; the top section was reinforced with one (1) 3" x 20 gauge galvanized steel strut located at the center of the section. The door sections were connected together with one (1) 14 gauge galvanized steel end hinge at each end stile and one (1) 14 gauge galvanized steel center hinge at the interior stile as shown on the drawing. Garage door Model No. 600 manufactured by Amarr Garage Doors was used in the test. The test unit is further described on drawing IRC -6009- 140 -15. Manner of Testing: The specimen was tested for static pressure structural performance in substantial conformance with the procedures described in DASMA 108 "Standard Method for Testing Sectional Garage Doors - Determination of Structural Performance Under Uniform Static Air Pressure Difference ", and ASTM E330 "Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference ". Both positive and negative pressures were tested. The specimen was installed in an enclosure measuring approximately 4' deep, 9' high, and 20' long. The enclosure was framed with shop welded steel angles and covered with 3/4" thick plywood. The door was covered with plastic sheeting to prevent leakage of air pressure. At one end of the enclosure, a "Dwyer" Series 477 Digital manometer was attached to measure pressure inside the enclosure. Two duct fans were attached in series to the enclosure with flexible ducting to provide the positive and negative pressures. Test Procedure: The specimen was subjected to the above pressures for the following durations. Positive pressure was applied on the exterior face of the door first, and then negative pressure was applied. Step 1. Preload the door to 50% of the Design Pressure and hold for 10 seconds. Step 2. Unload the door for 1 to 5 minutes. Step 3. Load the door to 100% of the Design Pressure and hold for 60 seconds. Step 4. Unload the door for 1 to 5 minutes. Step 5. Load the door to 150% of the Design Pressure (which equals -100% of the Test and hold for 10 seconds. Step 6. Repeat 1 through 5 above for negative pressure. Observations: No failures occurred as a result of the noted loadings. The door remained operable after both positive and negative tests. Summary: The 9' x 7' Model 600 as described on Drawing IRC- 6009 - 140 -15 meets or exceeds the testing criteria as described above. By comparison to the construction of the 9' x 7' Model 600, the following doors also meet or exceed the above testing criteria, when constructed in accordance with Drawing IRC- 6009 - 140 -15: • 9' x 7' Model 950 doors (which are constructed of thicker 24 gauge steel in lieu of 25 gauge steel) • 8 obi 6'MVi®4e1600, 650 and 950 doors with heights of 6' -6" through 14' -0" SubaktekkG EN S • �,, .. r • (titp 48 - „fr. /2, 0,- 7 S `u L t . 14 gate l nezdir}y,?P nda PE #0048579) 0,7 1, ■16 tfriendly Avenue • Greensboro, North Carolina 27410 • (336) 856 -2686 • Fax (336) 856 -2687 +rlJrrrrm"' STRUCTURAL SOLUTIONS, P.A. Structural Engineering • Investigations • Consulting June 4, 2008 Mr. Steven White Amarr Garage Doors 165 Carriage Court Winston- Salem, NC 27105 Re: Wind Load Pressures on Garage Doors Calculated per ASCE 7 -98, 7 -02 and 7 -05 Amarr Garage Doors Project No. 08 -001 To Whom It May Concern: The wind load pressures on garage doors are the same whether they are calculated using ASCE 7 -98, 7 -02 or 7 -05. Where Amarr Garage Door drawings indicate that pressures were calculated using ASCE 7 -98 or ASCE 7 -02, the wind load pressures are still valid for ASCE 7 -05. Sincerely 0, 40** wi + 'r w V w • a • STATE OF i f •, w w it • +wwt +ar.taaaa� r STRUCTURAL SOLUTIONS, P.A. Thomas L. Shelmerdine, PE President 5921 -G West Friendly Avenue • Greensboro, North Carolina 27410 • (336) 856 -2686 • Fax (336) 856 -2687 rS1 4 1. City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) J ` , 800 Seminole Road x.11 E'' / v S i ,. Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 • Fax (904) 247 -5845 7 �, 1 / • `;.w109 E -mail: building- dept(gtcoab.us Date routed: City web -site: http: //www.coab.us APPLICATION REVIEW AND TRACKING FORM /� Property Address: �/�/ 0 AiTaf�s r ent review required Ye No Building Applicant: C/ V M // a 7 6 la —e g 8 Zoning Tree Administrator Project: Tyldtec 9a .d Q / Public Works Public Utilities Public Safety Fire Services •. �. s'S, ..r: x. ;. ab•LcL i** �}; 4 p�/s� ;�'��33k�(���iN�' t�i+t R:016v� fe 1 LR i'n _ kf ti if Bre zr' FY? +i: r . .7 Ifs ;4 Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: (Approved. ['Denied. (Circle one.) Comments: BUIL DIN PLANNING & ZONING 9 Reviewed by: � � Date: !`off - 7 - TREE ADMIN. Second Review: []Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. ['Denied. Comments: Reviewed by: Date: Revised 07/27/10