115 S Saratoga Cir RES19-0281 Entry Door rf % RESIDENTIAL PERMIT PERMIT NUMBER
CITY OF ATLANTIC BEACH RES19-0281
ISSUED:SEMINOLE ROAD SSUED: 9/26/2019
ATLANTIC BEACH. FL 32233 EXPIRES: 3/24/2020
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
JOB ADDRESS: PERMIT TYPE: DESCRIPTION: ; VALUE OF WORK:
115 S SARATOGA CIR RESIDENTIAL ALTERATION ENTRY DOOR $1047.00
RESIDENTIAL
TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION:
CONSTRUCTION: NUMBER: GROUP:
171768 0000 ATLANTIC BEACH VILLA#
02
COMPANY: ADDRESS: CITY: STATE: ZIP:
LOWES HOME CENTERS 4948 TELSON PL ORLANDO FL 32812
INC
OWNER: ADDRESS: CITY: STATE: ZIP:
CLEMENT LARRY E 551 CAMELIA TERRACE DR NEPTUNE BEACH FL 32266
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
u,.
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $60.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $30.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
Issued Date:9/26/2019 1 of 2
i„.:Sy.-- City of Atlantic Beach APPLICATION NUMBER
# ' :,, Building Department
(To be assigned by the Building Department.)
a- 800 Seminole Road (/� 7��\ 1
ri :1 R ES1 A ^ �t
Atlantic Beach, Florida 32233-5445
'\Jv v Phone(904)247-5826 - Fax(904)247-5845
"?o;t►l)'” E-mail: building-dept@coab.us Date routed:
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: l l 5 S RA(('pC,R LDepartment review required Ye No
uilding
Applicant: L O LoE� (Y1 E
C��3 (� Planning&Zoning
Tree Administrator
Project: �P�TfZL( re___ Public Works
Public Utilities
Public Safety
Fire Services
Review fee $ Dept Signature
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: F pproved. ❑Denied. ❑Not applicable
(Circle one.) Comments:
BUILDIN
PLANNING &ZONING Reviewed by: Date: 9 /'/9
TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: Approved as revised. ❑Denied. ❑Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
Building Permit Application OFFICE COPY
^ Updated 10/9/IS
.....r, City of Atlantic Beach Building Department
J
**ALL INFORMATION
` t,J, ! 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
Phone: (904) 247-5826 Email: Building-Dept@caab.us IS REQUIRED.
Job Address: /1 S~ .5 it - i,. ./-zziz` /1'/1 l..../Permit Number: RC-SI - �C) li
legal Description 31-13 38-2S-29E ATLANTIC BEACH VILLA UNIT 2 LOT 2 BLK 3 REIT 171768-0000
Valuation of Work(Replacement Cost)$ 1047.00 Heated/Cooled SF Non,-.Hem --t-I ---.)
_--•- --_-_•-_ --•--
• Class of Work: ONew UAddition ❑Alteration °Repair ❑Move ODemo DPool i ' '- --": '" '" -"
• Use of existing/proposedf_
structure(s): OComrnercial residential
• If an existing structure,is a fire sprinkler system installed?: °Yes ONoSEP 1 6 2019
• Will tree(s)be removed in association with proposed project? [(Yes(must submit separate Tree Removal Permit) Ci o L.__ I
Describe in detail the type of work to be performed: REPLACING 1 DOOR SIZE FOR SIZE
i,e p J ter ,f: ' i ri /k. t Jr,-rw V l t z
Florida Product Approval 11 16468.1 for multiple products use product approval form
Property Owner Information
Name ..`TG` C'"0h (1 I e- )1 I c r 1 ) Address 11 7 :534./- Vit.;:ill't. ' /21 f . 5 •
City i' I%i l I-I I e._. /-!
Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv...
Product Approval Method Method 1 Option D OFFICE COPY
Date Submitted 04/22/2019
Date Validated 04/22/2019
Date Pending FBC Approval 04/29/2019
Date Approved 06/18/2019
Summary of Products
FL# Model,Number or Name Description
16468.1 A Design Pro /Smooth Pro / Single (X) Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing .
V
Studio Fiberglass and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R13 II A010861A X.OPO SS 2019-04-22.Ddf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16468 R13 AE PER4655.1 SS 2017-11-17.pdf
Created by Independent Third Party: Yes
16468.2 B Design Pro /Smooth Pro Single (X) Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing
Fiberglass and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R13 II A010862B X, GLZ SS 2019-04-22.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16468 R13 AE PER4430.2 X GLZ SS 2019-04-22.pdf
Created by Independent Third Party: Yes
16468.3 C Design Pro/Smooth Pro/ Double (XX) Opaque Door 6-0 x 6-8 and 6-0 x 8-0
Studio Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R13 II A010863A X. OPO SS 2019-04-22.Ddf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16468 R13 AE PER4656.1 SS 2017-11-17.pdf
Created by Independent Third Party: Yes
16468.4 D Design Pro /Smooth Pro Double (XX) Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing
Fiberglass and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468_R13_II_A010864A XX, GLZ SS 2019-04-22.pdf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16468 R13 AE PER4432.2 XX GLZ SS 2019-04-22.pdf
Created by Independent Third Party: Yes
16468.5 E Design Pro/ Smooth Pro / Single with sidelite(s) (X,O/O,X/O,X,O) Opaque Door 9-0
Studio Fiberglass x 6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R13 II A010865A XOX, OX,OPO SS
Approved for use outside HVHZ: Yes 2019-04-22.Ddf
Impact Resistant: No Verified By: Hermes F. Norero, P.E. 73778
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Evaluation Reports
FL16468 R13 AE PER4657.2 OXO OPO SS
2019-04-22.odf
Created by Independent Third Party: Yes
16468.6 F Design Pro /Smooth Pro Single with sidelite(s) (X,O/O,X/ O,X,O) Glazed Door 9-0
Fiberglass x 6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16468 R13 II A010866B XOX, OX, GLZ SS
Approved for use outside HVHZ: Yes 2019-04-22.pdf
Impact Resistant: No Verified By: Hermes F. Norero, P.E. 73778
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Evaluation Reports
FL16468 R13 AE PER4434.2 OXO GLZ SS 2019-04-22.pdf
Created by Independent Third Party: Yes
16468.7 G Design Pro /Smooth Pro / Double with sidelite(s) (XX,O/O,XX/O,XX,O) Opaque Door
Studio Fiberglass 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
2 of 3 7/15/2019, 7:46 AM
DESIGN PRO / SMOO -�'FH PRO /STUDIO
NON-110F'ACT
FOR USE IN THE HIGH VELOCITY,HURRICANEZONE (HVHZ)
GFNIFRAI NIhTPc-
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EWILUATED ACCORDING TO THE FOLLOWING:
• TAS 202-94
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED
HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT.
4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED CIN THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
5. 6 -PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. P,DDITIONAL PANEL CONFIGURATIONS AND FLUSH
DOORS ARE QUALIFIED.
6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF.
REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT
PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY
OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH _ OH HEIGHT IS >_ 1.0
TABLE OF CONTENTS
. WIDTH
�v
SHEET
REVISION
WIDTH
SHEET DESCRIPTION
1
A
TYPICAL ELEVATIONS,
DESIGN PRESSURES, AND GENERAL NOTES
2
A
TYPICAL
ANCHOR LAYOUTS AND NOTES
3
B
OPTIONAL 2X BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS
4
A
NON -IMPACT
VERTICAL ASSEMBLIES
5
A
HORIZONTAL ASSEMBLIES, GLAZING DETAIL
6
A
50
WOOD SUBSTRATES
7
A
CDNCRETE SUBSTRATES
8
A
COMPONENTS
& BILL OF MATERIALS
37 1/2" MAX.:
O.A. WIDTH
iii=1 IMI
x
00 QD
. WIDTH
�v
DESIGN PRESSURE (PSF)
MISSILE
IMPACT
RATING
WIDTH
z
� I
OUTSWING
POS.
0
POS.
NEG.
X
3'-0"
6'-8"
v
65
.1
65
NON -IMPACT
X
POoaQE)OO
87-0"
50*
50
•
50
NON -IMPACT
o
,
ACTIVE
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LU
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Lo
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Q TYP. ELEVATION 1
1 6'-8" DOOR HEIGHT
V
OFFICE COPY
37 1/2" MAX.
v�
. WIDTH
�v
DESIGN PRESSURE (PSF)
MISSILE
IMPACT
RATING
WIDTH
I I
INSWING
OUTSWING
POS.
0
POS.
NEG.
X
3'-0"
6'-8"
v
65
.1
65
NON -IMPACT
X
T-0"
87-0"
50*
50
•
50
NON -IMPACT
o
,
o z
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3 4 5 6 7 8 9
4 4 4 4 4 4 4
r2_-� TYP. ELEVATION 2
1 8'-0" DOOR HEIGHT
NOTE:
DOORS SHOWN ABOVE MAY BE LEFT
OR RIGHT HAND OPERATING DOORS.
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED BY: - DATE:
CONFIGURATION
MAX. OVERALL
NOMINAL SIZE
DESIGN PRESSURE (PSF)
MISSILE
IMPACT
RATING
WIDTH
HEIGHT
INSWING
OUTSWING
POS.
NEG.
POS.
NEG.
X
3'-0"
6'-8"
65*
65
65*
65
NON -IMPACT
X
T-0"
87-0"
50*
50
50*
50
NON -IMPACT
JCC UCIVCL(HL INU I t b, )Ht:t 1 1, FUK VVAILK INFILI KAI ]ON APPROVED SILLS.
PREPARED RV
/(k
BUILDING DROPS, INC.
398 E. DANIA BEACH BLVD., STE. 338
DANIA BEACH, FL 33004
PH: (954)399-8478
FAX:(954)744.4738
WEB: www.buildi"gd,ops.co
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REMARKS
BY DATE
Add ADA sill,
Multi -Point Lock
GL 06/19/14
AND SHALL NOT BE REPRODUCED IN WHOLE OR PART
WITHOUT WRITTEN CONSENT OF BUILDING DROPS, INC.
ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER
MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND
INVALIDATE OUR CERTIFICATION.
®0 S A OF •'
igitally signed by Hermes F Norero
eason: I am approving this document
ate: 2019.04.22 20:23:56 -04'00'
DATE: 02.05.14
DWG. Y: CHK. BY:
GL�TJM SS/MSS
SCALE: NTS
DWG. #: A010861A
SHEET: OF 8
1
INSTALLATION NOTES: I
PREPARED a
1.
ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH AN(:HOR LOCATION SHOWN.
8'0" DOORS
ANCHOR TYPE
ANCHOR
OFFICE COPY
MIN.
MIIN.
12�
2.
SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE
SIZE
EMBEDMENT
DISTANCE
MAX. O.C.
MAX. O.C.
SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BEA
BUILDING
DROPS, INC.
NON-COMPRESSIBLE COMPOSITE OR BETTER.
JAMBS
JAMBS
WOOD SCREW
#10
2X WOOD BUCK
3/4"
17-1/2"
17-1/4"
398 E. DANIA BEACH BLVD., STE. 338
3.
MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE Wy4lL FINISHES, INCLUDING BUT NOT LIMITED TO
ITW TAPCON
3/16"
CONCRETE/CMU
DANIA BEACH, FL 33004
PH: (954)399-8479
STUCCO, FOAM, BRICK VENEER, AND SIDING.
17-1/2"
17-1/4"
ELCO ULTRACON
1/4"
CONCRETE/CMU
1-3/8" - CONIC.
AX:(95www.b)744.4738
FAX: (954)744.4738
1"
17-1/2"
17-1/4"
1-1/4" - CMU
WEB:
m
4.
INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL
ITW TAPCON
3/16"
CONCRETE/CMU
1-1/4"
1"
10"
14-3/8"
OR HAVE A CORROSION RESISTANT COATING, AND SHALL HE INSTALLED IN ACCORDANCE WITH ANCHOR
o
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
^ �
5.
FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
37 1/2" MAX.
O
�
�
Fpm L
JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE CIF BLOCK OR EDGE OF MORTAR JOINT INTO FACE
3" TYP O.A. WIDTH
O
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Ln00u,
00 00
SHELL OF BLOCK.
C2 C2
3" TYP.
Z
a ti
aQ
a F
6.
FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK
OO
Z
m < Q
CONCRETE/MASONRY CONSTRUCTION.
F_
Q
az
1
m
Q
7.
INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
O Z
C]
A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0.55.
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>_
a
F-10
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B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
- - _
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Q
C. GROUT FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
DO CD
00
w
w
m
w
-
a
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000
Q
CO
i.�
O
90
PSL
m ,
c
cc
p
=
3
D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
z <
0
O
OF 2000 PSI.
p
Z
z
N q
z
w
v
z
Q
Q
7
8.
SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR
O
�
w
-I
LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING.
0 z Q
Lu
vwi
FF_
9.
OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
REMARKS
BY DATE
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED,
I
Add ADA sill, Multi -Point Lock I GL 06/19/1
ANCHOR TABLE
6'8" DOORS
8'0" DOORS
ANCHOR TYPE
ANCHOR
SUBSTRATE
MIN.
MIIN.
EDGE
SIZE
EMBEDMENT
DISTANCE
MAX. O.C.
MAX. O.C.
SPACING AT
SPACING AT
JAMBS
JAMBS
WOOD SCREW
#10
2X WOOD BUCK
3/4"
17-1/2"
17-1/4"
OR FRAMING
ITW TAPCON
3/16"
CONCRETE/CMU
1-1/4"
2-1/2"
17-1/2"
17-1/4"
ELCO ULTRACON
1/4"
CONCRETE/CMU
1-3/8" - CONIC.
1"
17-1/2"
17-1/4"
1-1/4" - CMU
ITW TAPCON
3/16"
CONCRETE/CMU
1-1/4"
1"
10"
14-3/8"
B2
2- #9 X 2 1/2" PFH
PFH SCREWS
DETAIL B2
TYP. HOPPE 1- BOTTOM SHOOT
MULTI -POINT SHOOT BOLT BOLT PLATE
PLATE LOCATION HOPPE #2098911
SILL SECTION VIEW
7 / INSWING SHOWN OUTSWING SIMILAR
SEE DETAIL B2
2- #9 X 2 1/2" PFH
SCREWS
DETAIL D2
TYP. HOPPE
MULTI -POINT SHOOT BOLT
PLATE LOCATION
(RH PLATE SHOWN)
i D2,,
[C-) HEAD SECTION VIEW
2 INSWING SHOWN DUTSWING SIMILAR
SEE DETAIL D2
22
TYP. ANCHOR LAYOUT
2 6-8" & 8'-0" DOOR HEIGHT
NOTE:
NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) JON.
NOTE:
INACTIVE AND ACTIVE DOOR PANEL
ORIENTATION IS INTERCHANGEABLE.
AND SHALL NOT BE REPRODUCED IN WHOLEORPART
WITHOUT WRITTEN CONSENT OF BUILDING DROPS, INC.
ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER
MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND
DATE: 02.05.14
DWG. BY: CHK. BY:
GL/TJM I SS/MSS
SCALE: NTS
DWG. #: A010861A
SHEET: OF8
0