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 • —_ -- --
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�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
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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 • �,,
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- „fr.
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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
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STATE OF i f
•, w w it •
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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