275-277 1st St 02-00025314 Enclose Carport s CITY OF ATLANTIC BEACH
Y 800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247-5826
N F'
Application Number . . . . . 02-00025314 Date 12/20/02
Property Address . . . . . . 275 77 1ST ST
Tenant nbr, name . . . . . . ENCLOSE CARPORT
Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 11987
Owner Contractor
------------------------ ------------------------
REDICK, RICHARD BARNETTE CONSTRUCTION INC.
275-77 1ST STREET 447-3 ATLANTIC BLVD.
ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233
(904) 249-9839
----------------------------------------------------------------------------
Permit . . . . . . BUILDING PERMIT
Additional desc . .
Permit Fee . . . . 90 . 00 Plan Check Fee 45 . 00
Issue Date . . . . Valuation . . . . 11987
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 90 . 00 90 . 00 . 00 . 00
Plan Check Total 45 . 00 45 . 00 . 00 . 00
Grand Total 135 . 00 135 . 00 . 00 . 00
1
r
BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE.AND MUST BE CLEARED
UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN
RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS
WHICH PART OF THIS PE AND UBIECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
Com....
BUILDING OFFICIAL
N, DEC 1 6 2002
# Q s
City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445
Phone: (904)247-5800 FAX (904)247-5805 • http://www/ci.atlantic-beach.fl.us
BUILDING PERMIT APPLICATION
FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX CONSTRUCTION
(INCLUDING NEW CONSTRUCTION, REMODEL-, ADDITIONS
AND ALTERATIONS, MOVING OR DEMOLITION)
DATE
JOB ADDRESS o� 7 5 02`?7 Fi r-W s:i6
APPLICANT--&
ADDRESS 11)6'5— 146& ,hz !�� PHONE:
LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER_/.3 ZONING DISTRICT
CONTRACTOR STATE LICENSE NUMBER G Rgf
ADDRESS y,�j'�I i4{ H�rG :�,,A, 3 PHONE
CITY %F14.,�,t �ictcG, STATE ' . ZIP 3 dz 33 FAX
DESCRIBE PROPOSED USE AND WORK TO BE DONE
PRESENT USE OF LAND OR BUILDING(S)
VALUATION OF PROPOSED CONSTRUCTION /lam 1 g�J
Is this an addition? j2A If yes,what are the dimensions of the added space: feet by feet
Will the added area be heated and cooled? 01,:5 New electrical or increase in service? L 5
New plumbing fixtures? �2 v New fireplace? by New heating/air conditioning? ,2c-1
Is approval or Homeowner's Association or other private entity required? ny If yes,please subtmit with this application.
WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL
MATERIAL?
[�NO._applicant certifies that no change in site grade or fill material will be used on this project.
❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit.
PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all
information as appropriate.)
STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the
Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's
Real Estate Number available.
STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical
survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of
Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834
6/18/02
STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete
sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic .
Beach,FL 32233 Telephone:(904)247-5826
In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being
performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner.
1. Current survey showing the property boundary with bearings and distances and the legal description.
2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any
existing structures and uses.
3. Existing and/or proposed driveways.
4. If required by the Department of Public Works,a pre-construction topographical survey.
5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies.
6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.)
7. Other information as may be appropriate for individual applications.
I HEREBY CERTIFY THAT L INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT./�
SIGNATURE OF OWNER ATE- ('
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 CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS
REQUIRED. j
SIGNATURE OF CONTRACTO _ DATE
ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING
THIS APPLICATION (PLEASE PRINT)
NAME
MAILING ADDRESS
PHONE FAX E-MAIL
SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF
STATE OF FLORIDA,COUNTY OF DUVAL
ll
NOTARY'S SIGNATURE
1 O-z' sa vada Paler tll
AS TO OWNER: 4Personally known �,y�pp,p�
Produced identification �aZPuatt6 2006
Type of identification produced
AS TO CONTRA It—Irpersonally known
1ENNIFERSCI$�DR Produced identification
`��',' MY COMMISSION#DD 121301 Type of identification rodu /
ao„aEeaXnlRNaaMPAC yP P
6/19/02
CITY OF ATLANTIC BEACH
1Jy 800 SEMINOLE ROAD
J� ATLANTIC BEACH,FLORIDA 32233-5445
TELEPHONE:(904)247-5800
J FAX:(904)247-5805
-rjj SUNCOM: 852-5800
j' http://ci.atlantic-beach.fl.us
PLAN REVIE . . COMMENTS
Permit Application # j
Applicant: Ra/'»e
Address:
Project:
)( Your application is approved '
o Your permit application has been reviewed and the following items need
attention:
Please re-submit your application when these items have been completed.
Reviewed by
Signed - Date___/
�V
Contractor Notiied Date
TY OF
CI 800 SE INATLANTIC
E CH
ROAD
1Jc3 q ' ATLANTIC BEACH,FLORIDA 32233-5445
s 1isI TELEPHONE:(904)247-5800
} FAX:(904)247-5805
—' SUNCOM: 852-5800
http://ci.atlantic-beach.fl.us
PLAN REVIEW COMMENIS
Permit Application # .�)- -311
Applicant: 61,E r eH Cdn'yfYiJc h 0
Address: a ZSProject: f c%OSP l c?r 4201-+
o Your application is approved
o Your permit application has been reviewed and the following items need
attention:
Please re-submit your application when these items have been completed.
Reviewed by
Signed Date
Contractor Notified Date
9Ev DATE DESCRIPTIM
10/95 DESIGN LOAD WAS +3a/-38; G-40 WAS G-60
LISTED2 3/2000 ADDED LHR TRACK OPTIM NOTE
3 /2000 MODIFIED JAMB ATTACHMENT. DEI. M/N 82/90
4 11/2000 QTY. (1) WAS (2) TRACK BOLTS
'.ES PER SECTION ATTACH
'P do BOTTOM)
31VE (ALONG CENTER) m
A
HORIZONTAL TRACK SUPPORT BY
®® DOOR INSTALLER (TO SUIT)
' TM
OPTIONAL 1/8* ACRYLIC REP O R T#9 6 0 6 C
OR DSB GLASS UTES. FEACH
GALV.N STEEL FLAG BRACKET.
(SEE SECTION B-B) NED TO W000 JAMB WITH
THIS DOOR MEETS OR EXCEEDS THE DESIGN1-1/2" W000 LAG SCREW..
LOADS FOR 100 MPH BASIC WIND SPEED
FOR THE 1997 OR 1999 STANDARD URATION
BUILDING CODE FOR THE FOLLOWING
CONDITIONS:
1) 35' OR LESS MEAN ROOF HEIGHT D
2 DOOR HAS 2' OF WIDTH IN BUILDING'S w �{Qg DOUBLE TRACK HEIGHT 7'
END ZONE = LOW HEADROOM IS - 7
3 EXPOSURE C ¢ AVAILABLE AS AN OPTION 7-0 76
4 USE FACTOR OF 1.0 7-
5 ANY ROOF SLOPE 8-0 88
2" GALV. STEEL TRACK,
TWO POINT LOCKING 1 TRACK THICKNES%Ipffi"VIEWEDqpi_rtfJ8 F i i14JiRJti
INrO TRACK FRONT FRAME WITH U.V. 7" OR
COATING ON OUTSIDE SURFACE a CODE COMPLIANCE
OPTIONAL 10 = TYP. 2-1/2'x WW GJal1r�4ST>Ds11 7AACW
SCREW WINDOW LITE n n z (4) TRACK BRACKET PER SIOEI DIST
LJ
TRACK BRACKETS NOT TO EXCEED 30' O.C.
SECTION B-B ��� � � :�,�
01
MOLDED INSIDE DSB GLASS OR 1/8' ACRYLIC �J
LTTE RETAINER. /8x3/4" PAN HEAD SCREW Uwilding&Z nLglns�pection-UIV2JU,,FII,,
(10 SCREWS PER LITE)
JAMB TO SUPPORTING STRUCTURE ATTACHMENT icensee . --"
License I o. lam(/
J1 THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK HORIZONTAL (TOP) JAMB
'0 THE 2x6 VERTICAL YELLOW PINE (GRADE /2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR (NO LOAD FROM DOOR)
S TRANSFERRED TO THE HORIZONTAL (TOP) JAMB.
,u JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE
)OD FRAME BUILDINGS
ID WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x4 (UP TO 9'Wx8'H) FASTENER
TYPE
(3) 2x6 (UP TO 16'2'Wx8'H) PRESSURE TREATED GRADE #2 OR BETTER WOOD STUDS OF A STRESS
DE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (Fb).
ID WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS.
90 BLOCK WALL OR 2000 PSI MIN. CONCRETE MAX. O.C. MIN. No.
OF FASTENERS
5 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. I PER VERTICAL
OCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING BARS EXTENDING JAMB
0 THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS
FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE
SIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD. 2x8 VERTICAL JAMB
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS
DOORS UP TO 9'Wx8'H
MAXIMUM
MIN. No. OF ON CENTER ORIGINAL DRAWINGS ARE SIGNED IN BLUE
FASTENERS
PER VERTICAL BIETWEEN INK WITH A RAISED SEAL (EMBOSS).
TYPE FASTENER TYPE JAMB FASTENERS
M 7 • 1' O.D WASHER 4 4"
SI MIN. CONCRETE 1 4 x 1-3 4 MIN. EMBED TAPCON ANCHOR 1 O.D. WASHER REQ D 5 20
LOCK WALL 1
LMK WALL 546 x - 24
SI MIN. CONCRETE 318- x 1-5 8 MIN. EMBED SLEEVE ANCHOR BOL WASHER INCLUDED 4 24
Q
ENGINEER: MARK WESTERFIELD, P.E. DESIGN LOADS: +37.0 P.S.F. & —40.0 P.S.F.
FLORIDA P.E. #48495 TEST LOADS: +55.5 P.S.F. & —60.0 P.S.F.
r NOTED *DDae s>2&
CLOPAY BUILDING PRODUCTS COMPANY 9'0'W X 8'0"H
_
818pay 312 WALNUT STREET DATE' 3/15/95 DESCRWTU"
SUITE 1600 uuvN BY, M/N 73/75/84A/94 DES. 37 PSF
,AL SCREWS. Building Products CINCINNATI OHIO 45202 MWW —VM NKK3b
(513) 381 - 4800 CNE BY.
Company B 101348 D4
MODELS 84A, 94 (24 GAUGE)
MODELS 73. 75 (25 GAUGE)
END STILES ATTACHED TO DOOR SKIN WITH PATENTED
END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM (TOP, BOTTOM, & CENTER)
TOG-L-LOC SYSTEM (TOP, BOTTOM. & CENTER)
(3) INTERMEDIATE STILES PER SECTION ATTACH (3) INTERMEDIATE STI
WITH TOG-L-LOC (TOP & BOTTOM) WITH TOC URETHANE
(T
AND URETHANE ADHESIVE (ALONG CENTER) AND URETHANE ADHE
A
SEE END HINGE
B DETAIL.
C
o SEE INTERMED. HINGE o f f r ! f f
DETAIL c^
9 0FS a
�� 111 IF-11 I 111 11 1111 1�
WO Z0
S �U
TWO POINT LOCKING 80
0
INTO TRACK
.0
�v
L OPTIONAL OUTSIDE KEYED LOCATION OF A
LOCK POSITION OPTIONAL VENT --- ��
MAX. DOOR WIDTH - 9'-O" OPTIONAL OUTSIDE KEYED LOCATION OF
INSIDE ELEVATION END LOCK POSITION OPTIONAL VENT
STILE MAX. DOOR WIDTH - 9'-0
SNAP LATCH ENGAGES INTER. INSIDE ELEVATION
ONTO VERTICAL TRACK. STILE
ONE SNAP LATCH ON SLIDE BOLT
EACH SIDE OF DOOR. END LOCK ENGAGES
OUTSIDE STILE INTO VERTICAL
tf
INTER STILE HANDLE TRACK. ONE
LOCK ON
EACH SIDE
LOCK BAR OF DOOR. 1�4P
ENGAGES IN )
OUTSIDE KEYED END TRACK ON INSIDE SLIDE 80L7
HANDLE STILE OUTSIDE KEYED LOCK EACH SIDE LOCK OPTION
LOCK BAR LOCKING OF DOOR. 2)
INSIDE HANDLE
OUTSIDE KEYED LOCK
LHR TOP BRACKET r 2" THICK Wl
SNAP LATCH LOCK OPTION DOUBLE HORIZONTAL
TRACK
STI
NOTE, THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS OF.
SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF GR;
RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE SIL
WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING, DOUBLE TRACK
IOW HEADROOM OPTION C-
(4) #14 SHEET METAL SCREWS ROLLER BRACKET. EACH 2 GA. GALV. STEEL P 2x
BRACKET ATTACHED W/(4) BL
25 GA MIN. G-40 GALV. IM
STEEL SKIN WITH A SCR#14EWS. SHEET METAL TO
BAKED-ON PRIMER AND SCREWS. DE
A BAKED-ON POLYESTER SHIP LAP JOINTS.
TOP COAT APPLIED TO
BOTH SIDES OF STEEL
(4) 1/4- DIA SELF TAPPING SCREWS SKIN.
14 GA GALV. STEEL
14 GA. END HINGE 18 GA. INTERMEDIATE HINGE END HINGE EACH
FASTENED TO END
T
STILES W/(4) /14x5/8"
SHEET METAL SCREWS
STOP MOULDING BY DOOR T (4) 1/4" SELF
TAPPING SCREWS.
INSTALLER (TO SUIT)
20 GA. MIN. GALV. STEEL END STILE BUILDIN
20 GA MIN. GALV. STEEL INTER. STILE 3" TAIL x 20 GA GALV.
2x6 YELLOW PINE JAM STEEL U-BAR. TWO U-BARS loco ",00
12 GA GALV. STEEL TRACK ON BOTTOM, THIRD, AND BRACKET FASTENED TO WOOD FIFTH SECTIONS. SECOND ANDJAMB WITH ONE 5/16"x1-5/8" FOURTH SECTIONS HAVE ONE
WOOD LAG SCREW PER BRACKET. SCREWS
U-BAR. EACH U-BAR ATTACHED
18 GA GALV. STEEL INTER. HINGE WITH 1/4- SELF TAPPING
FASTENED TO 2" GALV. STEEL TRACK EACH #14x5/8'CENTER
3 EET METAL STILE SCREWS. AT EACH END)AND
FASTENED TO TRACK BRACKETS. INTERMEDIATE STILE
EACH BRACKET ATTACHED WITH ONE 14 GA GALV. STEEL END HINGE LOCATION.
1/4"x5/8" BOLT & NUT 4$ FASTENED TO END STILES W/(4) EACH
TWO 1/4" RNETS. #/4x55ELFSHEET METAL TAPPG SCREWS & (4)
JAMB CONFIGURATION
SECTION C-C 13 GA GALV. STEEL BOTTOM BRACKET.
2" STEEL ROLLER. ATTACHED WITH (2) #14x5/8" SHEET MF
PREPARATION OF JAMBS BY OTHERS. oRnKAL DRAWINGS ANE QED IN BIDE SECTION A-A ALUMINUM EXTRUSION
INK W(rH A RIMED SEAL(EMBOSS)_ & VINYL WEATHERSTRIP.
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address 7- S 2 '7- F/ic a T 57- ((0,00JExr- A)n
.Date - 2---
Heated Square Footage @ $ per sq ft= $
Garage/ Shed @ $ per sq ft= $
Carport/Porch @ $ per sq ft= $
Deck Nit @ $ per sq ft= $
Patio �51L @ $ per sq ft= $
TOTAL VALUATION:
Totaf Valuation 1St $ 11 u5 5f-�
Remaining Value $ . per thousand
or portion thereof
CONSTRUCTION TYPE: TOTAL BVALDING FEE $
ZONING: + %z Filing Fee $
FLOOD ZONE: ( ) Fireplaces @ $15.00 $ — d
IMPERVIOUS SURFACE:
BUILDING PERMIT FEE $
WATER IMPACT FEE $
SEWER IMPACT FEE $
WATER METERITAP $
CAPITAL IMPROVEMENT$
SEWER TAP $
C ( ) RADON Fk1 50050 $
SECTION H PAVING ( ) $
HYDRAULIC SHARES $
CROSS CONNECTION $
ST( ) SURCHARGE $
OTHER $
GRAND TOTAL DUE: $