2400 SEMINOLE RD - REVISION 5-16-18RECENED
CITY OF ATLANTIC BEACH
800 Seminole Road
MAY 16 Atlantic Beach, Florida 32233
REVISION REQUEST / CORRERiA( 4 � RMPVI��W COMMENTS
�- a
Date-�.�J l= G� Revision to Issued Permit � Corrections to Comments Permit # 0t
Project Address�,'>
Contractor / Contact Name ' '`€
Phone Email Email'/�Gi.S to,�4,
Description of Proposed Revision / Corrections: Permit Fee Due $C>. 6
;
(( -) _ •.' `11
Additional Increase in Building Value $
Additional S.F.
By signing below, Iaffirm the Revision is inclusive of the proposed changes.
(printed name)
Signature of Contractor/Agent (Contractor must sign if increase in valuation)
(Office Use Only)
Approved Denied
Revision/Plan Review Comments Gory kec 7"0
De artment Review Required:
Plan n g & Zoning
Tree Administrator
Public Works
Public Utilities
Public Safety
Fire Services
D e
Not Applicable to Department
CJReviewed By
$/2 6 /20/ ;
Date
CRAWL SPACE
HVAC AREA
VO -21
REVISIONS:
MAY 10, 2018
MAY 01, 2018
APR 02, 2018
MARCH 17, 2018
MARCH 12, 2018
_1L AL — tL
— — — — — — — — — — — — — ------- —
MATCHLINE
s 015
016
STORAGE GARAGE
016 D —1 —41
(00005)
ELEVATOR HALL
V7 4-
22'-8" 2-4" 7,-7"
L 32-- 7"
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16'-9" 51-0" 5'-10"
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001 LAUNDRY HVAC ROOM
- 0041 Q05
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1,0 SEMINOLE ROAD
'LANTIC BEACH, FL. 32233
0 � 0
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0175
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— — — — — — — — — — — — —
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MATCHLINE 2-_7X"
0l5
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MARK HAMPTON LLC
654 MADISON AVENUE
NEW YORK, N.Y. 10065
DATE: FEBRUARY 16, 2018
SCALE : V4"=1'-0"
DRAWN BY: DS
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
DATE: 26
REVIEWED BY: —T+ 4�/
DRAWING #
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— — — — — — — — — — — — —
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MATCHLINE 2-_7X"
0l5
F
MARK HAMPTON LLC
654 MADISON AVENUE
NEW YORK, N.Y. 10065
DATE: FEBRUARY 16, 2018
SCALE : V4"=1'-0"
DRAWN BY: DS
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
DATE: 26
REVIEWED BY: —T+ 4�/
DRAWING #
Am00j
6
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REVISIONS. -
MAY 10, 2018
APRIL 23, 2018
APRIL 12, 2018
APRIL 02, 2018
MARCH 17, 2018
MARCH 6, 2018
4'-6"
8'-8"
33'-0X"
LIVING ROOM
110-41
on
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35A'15" 4A" ..15"j 5-46"
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REVISIONS. -
MAY 10, 2018
APRIL 23, 2018
APRIL 12, 2018
APRIL 02, 2018
MARCH 17, 2018
MARCH 6, 2018
4'-6"
8'-8"
33'-0X"
LIVING ROOM
110-41
on
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15" 5X"
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118
IAN -WARD RESIDENCE
EMINOLE ROAD
NTIC BEACH, FL. 32233
FRA ING PLAN
FIRS FLOOR
4-4-
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118
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EMINOLE ROAD
NTIC BEACH, FL. 32233
FRA ING PLAN
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4-4-
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M
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MARK HAMPTON LLC
654 MADISON AVENUE
NEW YORK, N.Y. 10065
DATE: FEBRUARY 15, 2018
SCALE : %4"=1'-0"
DRAWN BY: DS
IDRAWING #
120
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MARK HAMPTON LLC
654 MADISON AVENUE
NEW YORK, N.Y. 10065
DATE: FEBRUARY 15, 2018
SCALE : %4"=1'-0"
DRAWN BY: DS
IDRAWING #
C?
M
F_
MARK HAMPTON LLC
654 MADISON AVENUE
NEW YORK, N.Y. 10065
DATE: FEBRUARY 15, 2018
SCALE : %4"=1'-0"
DRAWN BY: DS
IDRAWING #
N
4T -
18'-6X"
PORCH
225
10'-6/14" 11
3-0" 1 1'_9"
REVISIONS:
MAY 10, 2018
MAY 01, 2018
APRIL 239 2018
APRIL 129 2018
APRIL 04, 2018
MARCH 219 2018
MARCH 17, 2018
FEBRUARY 15, 2018
co
3' -TX"
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.1iTIC BEACH, FL. 32233
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REVISIONS:
MAY 10, 2018
MAY 01, 2018
APRIL 239 2018
APRIL 129 2018
APRIL 04, 2018
MARCH 219 2018
MARCH 17, 2018
FEBRUARY 15, 2018
co
3' -TX"
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654 MADISON AVENUE
NEW YORK, N.Y. 10065 AM& An&
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DATE: FEBRUARY 13, 2018 A�2u`2
SCALE :1/4"=1'-0"
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ELECTRICAL SYMBOL LEGEND
JAMB SWITCH
--{} WALL SCONCE LIGHT FIXTURE
0 RECESSED CEILING LIGHT FIXTURE
-- CEILING MOUNT LIGHT FIXTURE
STAIR LIGHT
-� WALL MOUNTED PICTURE LIGHT FIXTURE
KP KEY PAD
IP iPAD
TV TELEVISION OUTLET
H D im MOTORIZED WINDOW SHADE- INSIDE MOUNT
SHAD oM MOTORIZED WINDOW SHADE- OUTSIDE MOUNT
DUPLEX OUTLET
GROUND FAULT INTERRUPTER DUPLEX OUTLET
oFl
DUPLEX OUTLET W/ SWITCHED LEFT RECEPTACLE
-0 CLOCK OUTLET
- — - L.E.D. STRIP LIGHTS
DUPLEX FLOOR OUTLET W/ SWITCHED LEFT RECEPTACLE
DUPLEX FLOOR OUTLET'N/ FULL SWITCHED RECEPTACLE
EXHAUSTFAN
GFCI GFCI PLUGMOLD
VISIONS:
MAY 09, 2018
APR 27, 2018
APR 06, 2018
MARCH 17, 2018
MARCH 12, 201.8
mc
+88
CRAWL SPACE
HVAC AREA
002
HUMIDIFIER
AIR HANDLER
- 88
NOTE:
THE FOLLOWING ITEMS ARE TO BE
MOUNTED AT THE FOLLOWING HEIGHTS,
UNLESS OTHERWISE NOTED.
THERMOSTATS 60" AFF
THERMOSTAT SENSORS 60" AFF
SWITCHES 40°" AFF
KEYPADS (KP) 48" AFF
iPADS (IP) 60" AFF
087 1087
0
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001
087 087 �— 087
93 ❑ +93
HVAC HEAT
EXCHANGER / PUMP
ROOM
006
-- 93- 93
SLEI -WARD RESIDENCE
2400 S MINGLE ROAD
ATLA TIC BEACH, FL. 32233
ELECTRICAL PLAN
LOWER LEVEL
93 + 93
GARAGE
014
105
I\
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0
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IP
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100 JJ
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0100 100
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100 100
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BEDROOM
SUITE
VESTIBULE
008
MATCHLINE
MARK HAMPTON LLC
654 MADISON AVENUE
NEW YORK, N.Y. 10065
DATE: MARCH 3, 2018
SCALE : i
DRAWN BY: DS
LOCATION OF (4) FLOOR
OUTLETS TO BE DETERMINED.
OFFI Cl COP Y
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CW CD CD
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92+ I
090
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090
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HEATER
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93 ❑ +93
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006
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2400 S MINGLE ROAD
ATLA TIC BEACH, FL. 32233
ELECTRICAL PLAN
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93 + 93
GARAGE
014
105
I\
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10
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100 100
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SUITE
VESTIBULE
008
MATCHLINE
MARK HAMPTON LLC
654 MADISON AVENUE
NEW YORK, N.Y. 10065
DATE: MARCH 3, 2018
SCALE : i
DRAWN BY: DS
LOCATION OF (4) FLOOR
OUTLETS TO BE DETERMINED.
OFFI Cl COP Y
om
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0 RECESSED CEILING LIGHT FIXTURE
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KP KEY PAD
qE iPAD
F -H TELEVISION OUTLET
Fu im MOTORIZED WINDOW SHADE- INSIDE MOUNT
Foots MOTORIZED WINDOW SHADE- OUTSIDE MOUNT
DUPLEX OUTLET
GROUND FAULT INTERRUPTER DUPLEX OUTLET
DUPLEX OUTLET W/ SWITCHED LEFT RECEPTACLE
CLOCK OUTLET
L.E.D. STRIP LIGHTS
DUPLEX FLOOR OUTLET W/ SWITCHED LEFT RECEPTACLE
DUPLEX FLOOR OUTLET W1 FULL SWITCHED RECEPTACLE
1'71 EXHAUSTFAN
VN
GFCI
. m m m . .. GFCl PLUGMOLD
REVISIONS:
MAY 10, 2018
MAY 09, 2018
APR 06, 2018
MARCH 17, 2018
NOTE:
THE FOLLOWING ITEMS ARE TO BE
MOUNTED AT THE FOLLOWING HEIGHTS,
UNLESS OTHERWISE NOTED.
THERMOSTATS 60" AFF
THERMOSTAT SENSORS 60" AFF
SWITCHES 40" AFF
KEYPADS (KP) 48" AFF
iPADS (IP) 60" AFF
13
0
+6
LIVING ROOM
Ml
D
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MAY 09, 2018
APR 27, 2018
APR 06, 2018
MARCH 17, 2018
MARCH 12, 2018
88-88
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654 MADISON AVENUE
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MAY 10, 2018
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MARCH 17, 2018
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654DISON AVENUE
NEW;. ORK, N.Y. 10065
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® EXHAUST FAN
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MAY 09, 2018
APR 27, 2018
APR 16, 2018
APR 06, 2018
MARCH 17, 2018
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654 MADISON AVENUE
NEW YORK, N.Y.10065
DATE: MARCH 3, 2018
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GENERAL NOTES & DESIGN CRlTERIA:
CODES:
FLORIDA BUILDING CODE 6th EDITION (2017) BUILDING, ATTIC, NDS, AWPA & APA,
ASCE 7-10, AISI, ANSI, AITC, & FIRE RESISTANCE MANUAL (LATEST EDITIONS).
CLASSIFICATION OF WORK:
REPAIR _ _ _ _PER CHAPTER 5, SECTION 502 & CHAPTER 6
DESIGN LIMITATIONS:
THIS DESIGN AND THESE DRAWINGS ARE LIMITED TO ONLY THE STRUCTURAL ASPECTS OF THE
APPLICABLE CODES AS THEY PERTAIN TO THE FOLLOWING:
— THE REINFORCEMENT OF THE EXISTING FLOOR FRAMING
— THE REMOVAL OF A SEGMENT OF MASONRY WALL AT THE AREA INDICATED
THE NEW ELEVATOR SHAFT AT THE BASEMENT LEVEL
REPAIR OF THE CRACKED ELEVATED CONCRETE SLAB ADJACENT TO THE ELEVATOR SHAFT.
LOADS:
GRAVITY:
ROOF LIVE LOAD: 20 PSF (w/ CODE REDUCTIONS)
ATTIC w/ STORAGE 30 PSF
RESIDENTIAL FLOORS: 40 PSF
WIND LOAD:
BASIC WIND SPEED, V (ULTIMATE) 129 MPH
RISK CATEGORY 2
EXPOSURE CATEGORY D
INTERNAL PRESSURE COEFFICIENT ±0.18 (ENCLOSED BLDG.)
PRESSURES ON COMPONENTS & CLADDING N/A
STRUCTURALSTEEL:
STRUCTURAL STEEL (C -SHAPES) ASTM A36
BRACE AND MAINTAIN ALL STEEL IN ALIGNMENT UNTIL OTHER PARTS OF CONSTRUCTION
NECESSARY FOR PERMANENT SUPPORT ARE COMPLETED. INSTALL TEMPORARY
SHORING AS REQUIRED FOR THE STABILITY OF THE STEEL FRAME UNTIL ALL
STRUCTURAL ELEMENTS HAVE BEEN COMPLETED AND THE BUILDING IS ENCLOSED.
POST -INSTALLED ANCHORS & EPDXY:
MECHANICAL ANCHORS (U.O.N.) SIMPSON "TITEN HD" (FL15730.7)
OR ENGINEER APPROVED EQUAL
EPDXY SIMPSON "SET -XP" (FL15730.6)
OR ENGINEER APPROVED EQUAL
INSTALL ANCHORS TO MEET THE REQUIREMENTS INDICATED IN THE DRAWINGS AND THE
MANUFACTURER'S RECOMMENDATIONS.
LOCATE BY NON-DESTRUCTIVE MEANS, AND AVOID ALL EXISTING REINFORCEMENT PRIOR TO
INSTALLATION OF ANCHORS. IF EXISTING REINFORCING LAYOUT PROHIBITS THE INSTALLATION
OF ANCHORS AS INDICATED IN THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
OF RECORD IMMEDIATELY.
INSTALL MASONRY ANCHORS IN SOLID MASONRY OR IN HOLLOW MASONRY THAT HAS BEEN
GROUTED SOLID AT LEAST ONE COURSE ABOVE, ONE COURSE BELOW, AND ONE COURSE ON
EACH SIDE OF THE ANCHOR.
WOOD:
LUMBER: WOOD CONSTRUCTION IN ACCORDANCE WITH CHAPTER 23
OF THE FLORIDA BUILDING CODE.
ALL LUMBER: SOUTHERN YELLOW PINE, MC19, No. 2
ENGINEERED WOOD PRODUCTS:
1 -JOIST BLOCKING TJI 560 (FL1630-R8)
.LVL GP -LAM 2.0E (FL1630.2)
FASTENERS: PER TABLE 2306.1 FBC U.O.N. INSTALL PER MANUFACTURER'S INSTRUCTIONS.
MANUFACTURER OF GUN NAILS MUST MEET COMMON NAIL SPECIFICATIONS
FOR FRAMING APPLICATIONS.
MISCELLANEOUS NOTES:
A. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING THAT IS
REQUIRED DURING CONSTRUCTION TO KEEP THE STRUCTURE SAFE &
PLUMB UNTIL THE ENTIRE STRUCTURE IS ERECTED. BRACING SHOWN ON DRAWINGS
IS FOR THE COMPLETED STRUCTURE ONLY.
B. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL
ELECTRICAL, AND PLUMBING EQUIPMENT SHALL BE VERIFIED
WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK.
C. VERIFY ALL EXISTING DIMENSIONS PRIOR TO COMMENCING CONSTRUCTION.°
D. ALL LUMBER SHALL BE IDENTIFIED BY THE GRADEMARK OF AN APPROVED LUMBER
GRADING OR INSPECTION BUREAU OR AGENCY.
RENOVATION NOTES:
A. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS & CONDITIONS
OF EXISTING STRUCTURE & SITE THAT ARE AFFECTED BY NEW WORK.
B. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS & REPORT
ANY STRUCTURE & SITE DEVIATIONS & DISCREPANCIES IMMEDIATELY
TO THE ENGINEER.
STRUCTURE MAINTENANCE STATEMENT:
ALL STRUCTURES REQUIRE PERIODIC MAINTENANCE TO EXTEND LIFESPAN AND TO
ENSURE STRUCTURAL INTEGRITY FROM EXPOSURE TO THE ENVIRONMENT. A PLANNED
PROGRAM OF MAINTENANCE SHALL BE ESTABLISHED BY THE STRUCTURE OWNER. THIS
PROGRAM SHALL INCLUDE SUCH ITEMS SUCH AS BUT NOT LIMITED TO PAINTING OF
STRUCTURAL STEEL, PROTECTIVE COATING FOR CONCRETE, SEALANTS, CAULKED JOINTS,
CONTROL JOINTS, SPALLS AND CRACKS IN CONCRETE, AND PRESSURE WASHING OF
EXPOSED STRUCTURAL ELEMENTS EXPOSED TO A SALT ENVIRONMENT OR OTHER
HARSH CHEMICALS.
MirefflUlavaLTAYMIM
I X004 9 .We]za MA I_� 1%
PROJECT ADDRESS:
2400 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233
SHEET INDEX
NUMBER SHEET NAME
S-0 GENERAL NOTES & DESIGN CRITERIA
S-1 EXISTING SECOND FLOOR FRAMING PLAN
S-2 SECOND FLOOR FRAMING REPAIR PLAN
S-3 SECTIONS & DETAILS
OFFICE V. r
REVIEWED FOR CODECOMPLIANCE
CITY OF ATLANTIC
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED 13y: DATE-_-
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1. MINIMUM OF 1/8" OF WEB AT TOP AND BOTTOM
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4. HEADER - (3) -PLY 13/4"x9l/4" LVL 2.0. FASTEN PLIES
TOGETHER w/ 16d NAILS @ 12" o.c. BOTH SIDES TOP C.
& BOTTOM. STAGGER ROWS TO PREVENT FOULING. PROVIDE
(2)-2x6 JACK STUDS AND (2)-2x6 KINGS STUDS EA. END.
5. NEW FRAMED WALL - 2x6 @ 16" o.c. w/ DBL. 2x6 TOP
AND 2x6 BLOCKING AT MID -HEIGHT.
ALL NEW & EXISTING JOISTS TO HAVE FULL BEARING.
SHIM AS REQUIRED.
6. EXISTING (2) -PLY 2x12:
REINFORCE w/ (1)-2x12 SISTERED TO EXISTING BUILT-UP
BEAM w/ 10d COMMON NAILS @ 8" o.c. TOP AND BOTTOM.
C5 w/ SIMPSON "TITEN HD"
7. EXISTING (1) -PLY 2x12: SCREW ANCHOR. SEE PLAN
REINFORCE w/ (1)-13/4"x117/, LVL 2.OE. SISTER TO EXISTING
I FOR SIZE & SPACING
2x12 w/ 16d COMMON NAILS @ 12" o.c. TOP & BOTTOM.
8. CROSS -BRIDGING:
REMOVE EXISTING JOIST BRIDGING AND REINSTALL AT JOIST )13
POINTS AFTER INSTALLING JOIST REINFORCING. WALL SECTION
9. TJI JOIST REPAIR:
"
REINFORCE THE EXISTING TJI JOISTS IN ACCORDANCE WITH SCALE: 1 2 1'_0
DETAIL B/S-3.
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SECTION X—X
PROJECT NO.
17044
ISSUE DATE
5/10/18
REVISIONS:
DRAWN BY:
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