1221 MAYPORT RD COMM21-0001 Grey Matter Int BuildoutOWNER:ADDRESS:CITY:STATE:ZIP:
SHOPPES OF A1A NORTH
LLC 4237 SALISBURY RD N STE 212 JACKSONVILLE FL 32216
COMPANY:ADDRESS:CITY:STATE:ZIP:
Morton Building &
Construction 1198 Wood Duck Hollow Fl 32259
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
171090 0100 ROYAL PALMS UNIT 01
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
1221 MAYPORT RD COMMERCIAL ALTERATION
COMMERCIAL
INTERIOR BUILDOUT - GREY
MATTER DISTILLERY $20000.00
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $155.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $77.50
FIRE DEPARTMENT FEE 45500002080800 0 $150.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.49
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
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.
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.
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.
1 of 2Issued Date: 3/4/2021
PERMIT NUMBER
COMM21-0001
ISSUED: 3/4/2021
EXPIRES: 8/31/2021
COMMERCIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.33
TOTAL: $388.32
2 of 2Issued Date: 3/4/2021
PERMIT NUMBER
COMM21-0001
ISSUED: 3/4/2021
EXPIRES: 8/31/2021
COMMERCIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
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Jason Canning hereby expressly reserves the rights to this drawing and it is not to be reproduced or copied in any format or manner whatsoever without first obtaining permission and consent.
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M
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M
B
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S
.
CHAIN
1
2
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1
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1
0
2
P
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S
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1
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1
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4
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5
0
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6
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F
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F
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B
CODE SUMMARY1. USE AND OCCUPANCY CLASSIFICATION - MIXE
D
U
S
E
(FBC-B: CHAPTER 3, SECTION 309.1)GROUP M: MERCANTILE(NFPA 101 6.1.10.1 MERCANTILE)(FBC-B: CHAPTER 3, SECTION 306.2)GROUP F-1: MODERATE-HAZARD FACTOR
Y
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N
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U
S
T
R
I
A
L
(
D
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S
T
I
L
L
E
R
Y
)
(NFPA 101 6.1.12.1 GENERAL PURPOSE IN
D
U
S
T
R
I
A
L
)
NO FLAMMABLE LIQUID STORAGE OVER 3
0
G
A
L
L
O
N
S
2. GENERAL BUILDING HEIGHTS AND AREAS - (FB
C
-
B
:
C
H
A
P
T
E
R
5
)
GROSS BUILDING AREA: 2,507 SF EXISTIN
G
No. OF STORIES ALLOWED: 1No. OF STORIES PROVIDED: 1 EXISTING B
U
I
L
D
I
N
G
MAX. SF ALLOWED: 8,500 SF EXISTING BUI
L
D
I
N
G
BUILDING HEIGHT: EXISTING BUILDING; T
E
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
O
N
L
Y
No. UNITS PER FLOOR: N/AMEZZANINE: NO3. TYPES OF CONSTRUCTION - (FBC-B: CHAPTER
6
)
TYPE VB - EXISTING (FBC-B: TABLE 601) NON-S
P
R
I
N
K
L
E
R
E
D
4. ACCESSIBILITY-( FBC-B: CHAPTER 11)ADA COMPLIANT: YES 100%5. INTERIOR FINISHES- (FBC-B: CHAPTER 8- TABL
E
8
0
3
.
1
1
)
GROUP M : NON-SPRINKLEREDEXIT PASSAGE: B FINISHCORRIDORS: C FINISHROOMS ENCLOSED SPACE: C FINISH6. MEANS OF EGRESS - (FBC-B: CHAPTER 10)TOTAL OCCUPANT LOAD = 48 (TABLE 1004
.
1
.
1
)
MERCANTILE: 568 SF @ 60 GROSS SF/PE
R
S
O
N
=
9
POS: 37 SF @ 100 GROSS SF/PERSON = 1ASSEMBLY TABLES & CHAIRS: 381 SF @ 1
5
S
F
/
P
E
R
S
O
N
=
2
5
BAR SEATING: 24"/PERSON @ 3' DEPTH =
4
(
N
F
P
A
1
0
1
.
7
.
3
.
2
.
1
)
DISTILLERY: 794 SF @ 100 GROSS SF/PER
S
O
N
=
8
OFFICE: 140 SF @100 GROSS SF/PERSON
=
1
EGRESS WIDTH PER OCCUPANT SERVED: 0.2 P
E
R
O
C
C
U
P
A
N
T
=
1
0
"
(SECTION 1005)SPACES WITH ONE MEANS OF EGRESS (TABLE
1
0
1
5
.
1
)
M
A
X
L
O
A
D
=
4
9
MAX. TRAVEL DISTANCE TO AN EXIT: 200 FT WI
T
H
O
U
T
S
P
R
I
N
K
L
E
R
S
Y
S
T
E
M
(TABLE 1016.1)MIN. NUMBER OF EXITS: (SECTION 1021) = 17. AUTOMATIC SPRINKLER SYSTEMS - (FBC-B: CH
A
P
T
E
R
9
-
S
E
C
T
I
O
N
9
0
3
)
NO EXISTING SPRINKLER SYSTEM IN PLACE8. PLUMBING FIXTURE - (FBC-P: CHAPTER 4)MINIMUM NUMBER OF REQUIRED PLUMBING FI
X
T
U
R
E
S
(
F
B
C
-
P
:
T
A
B
L
E
4
0
3
.
1
)
FIXTURES REQUIRED BASED ON TOTAL O
C
C
U
P
A
N
C
Y
:
4
8
P
E
R
S
O
N
S
WATER CLOSETS: 1:100 MALE / FEMALE =
1
M
/
1
F
LAVATORIES: 1:100 MALE / FEMALE = 1 M /
1
F
DRINKING FOUNTAIN: 1 HI-LO PROVIDEDSERVICE SINK: 1 REQUIRED (1 PROVIDED)NOTE:1. EXISTING ACCESSIBLE PARKING SPACES AND
R
A
M
P
S
A
R
E
I
N
PLACE. THE SIDEWALK IS FLUSH WITH THE FL
O
O
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L
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V
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L
O
F
THE INTERIOR SPACE AND THE THRESHOLD D
O
E
S
N
O
T
EXCEED THE HEIGHT LIMIT.2. PROVIDE LIGHT GAUGE METAL ROOF TRUSS T
Y
P
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S
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M
B
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"R" FOR THIS BUILDING.
6
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3
6
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(
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CLTACTILE EXIT SIGN MOUNT AT 4' TO 5' A.F.F.18"MIN.CENTERED ONTACTILECHARACTERS 18"MIN.LAVATORY15"PAPER TOWELDISPENSER WALL HUNG MIRROR12"MIN.LC12"MAX.42" MIN 54" MIN7"-9"TOILETPAPERHOLDER PROVIDE INSULATION AT ALL EXPOSED PIPING FOR"ACCESSIBLE" OR HANDICAPPED LAVATORIES. PIPEINSULATION SHALL COMPLY WITH APPLICABLE REQ. OFTHE AMERICAN W/DISABILITIES ACT (ADA).24"MIN.HANDLESIDE16"-18"BA
S
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17"-19"15"-30"33"-36"29" MIN40" MAX34" MAX03'1.5'5'SCALE: 1/2"=1'-0"SCALE: 1/2" = 1'-0"2A1.0 TYPICAL TOILET ELEVATIONS NOTE: WALLS WITHIN 2 FEET OF URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH HARD, NONABSORBENT SURFA
C
E
T
O
A
H
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I
G
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OF 4 FEET ABOVE THE FLOOR, AND EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL
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O
F
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THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. (FBC-B 1210.2)
T
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APPROACH MINIMUM CLEARANCES 1. APPROACH REQUIREMENTS ARE FOR SWINGING DOORS ONLY 2. DIMENSIONS ARE MEASURED FROM FINISH SURFACESNOTE: X=12" IF DOOR HAS BOTH A CLOSER AND A LATCHPUSH SIDE54"MIN NOTE: Y=48" MIN IF DOOR HAS BOTH A CLOSER AND A LATCHNOTE: Y=48" MIN IF DOOR HAS A CLOSERPUSH SIDE YY48"MIN NOTE: Y=54" MIN IF DOOR HAS A CLOSERX24"MIN PULL SIDEX24"MIN LATCH-SIDE APPROACH XY42"MIN NOTE: X=36" MIN IF Y=60" X=42" MIN IF Y=54"18"MIN 60"MIN48"MINHINGE-SIDE APPROACHPULL SIDE FRONT APPROACHPULL SIDEXPUSH SIDEY42"MIN
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Jason Canning hereby expressly reserves the rights to this drawing and it is not to be reproduced or copied in any format or manner whatsoever without first obtaining permission and consent.
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TENANT IMPROVEMENT FOR
GREY MATTER DISTILLERY
1221 MAYPORT RD
ATLANTIC BEACH, FL 32233
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LIFE SAFETY PLAN
CODE SUMMARY
DETAILS
1
0
5
W
O
M
E
N
SHELVING
1
5
0
G
A
L
M
A
S
H
T
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N
F
D
P
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L
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T
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1
0
6
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1
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A
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1
0
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A
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L
100 GAL
COLLECTION TABLE
BARREL RACK
4
8
"
L
O
W
W
A
L
L
CHAIN
1
0
4
E
X
I
S
T
I
N
G
O
F
F
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E
1
0
3
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S
S
I
B
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E
3
4
"
4
2
"
H
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B
I
B
B
SHELVING
1
0
0
R
E
T
A
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L
1
0
1
L
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E
1
0
2
P
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S
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:
1
/
4
"
=
1
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-
0
"
0
2
.
5
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5
'
1
0
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N
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:
1
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=
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1
A
1
.
1
1
2
'
-
3
"
7
'
-
9
"
5'-6"38'-6"
8'-0"11'-8"
8
'
-
0
"
2
'
-
0
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B
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2
A
1
.
1
3
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1
.
1
W
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1 LAYER 5/8"GWB EACH SIDE2X4 WALL STUD @16" O.C.ASCALE: 3/4" = 1'-0"PARTITION TYPE NON-RATED, NON LOAD BEARING STUD WALL 2X4 PT BOTTOMPLATE NEW GB CEILING,SEE RCP3 1/2" ACOUSTICBATT INSUL.OPTIONAL OPEN CEILING02'1'4'SCALE: 3/4"=1'-0"
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:
3
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4
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1
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B
4'-0"
0
2
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1
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1 LAYER 5/
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EACH SIDE 2X4 WALL
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1
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4
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6
'
-
8
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_
W
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GENERAL NOTES1. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITHAPPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK.2. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICALDETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOBUNLESS NOTED OTHERWISE ON THE PLANS.3. DIMENSIONS ARE TO FACE OF STRUCTURAL FRAMING, UNLESS OTHERWISE NOTED.4. DO NOT SCALE DRAWINGS. WHERE NO DIMENSIONS, OR DISCREPANCIES OCCUR,VERIFY CORRECT LOCATION WITH ARCHITECT PRIOR TO ERECTION, FABRICATION ORINSTALLATION.5. PROVIDE PROPER SEPARATION BETWEEN ALL DISSIMILAR MATERIALS.6. GC REQUIRED TO PATCH AND REPAIR ALL EXISTING AREAS EFFECTED BY NEWWORK. FINISH, COLOR, TEXTURE TO MATCH EXISTING.7. ARCHITECT IS NOT RESPONSIBLE FOR ANY UNFORSEEN CONDITIONS DISCOVEREDONCE DEMOLITION BEGINS.8. THERE SHALL BE NO DEVIATIONS FROM ARCHITECTURAL DRAWINGS WITHOUTWRITTEN APPROVAL OF THE ARCHITECT.9. BLOCKING IN PARTITIONS SHALL BE PROVIDED IN ALL AREAS WHERE REQUIRED,WHICH WILL INCLUDE, BUT IS NOT LIMITED TO, OPEN AND CLOSED SHELVING, COATPOLES AND SHELVES, CABINETRY, TENANT SUPPLIED WALL MOUNTED FURNITURESYSTEMS, COUNTERS, GRAB BARS, FIXTURES OF ANY KIND, AND MOLDINGS/TRIM.10. GC TO VERIFY ALL DIMENSIONS IN THE FIELD.11. DIMENSIONS NOTED AS "CLEAR" SHALL BE FROM FINISHED FACE TO FINISHEDFACE.12. GC TO PROVIDE OWNER WITH ALLOWANCE FOR ALL NEW PLUMBING, MECHANICALAND ELECTRICAL FIXTURES.13. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF EXISTING WALLSURFACES TO RECEIVE NEW FINISHES AS SCHEDULED.SECTIONSCALE: 1/2" = 1'-0"2A1.1 3'-6"BAR WALL 1'-0"1'-2"S
E
C
T
I
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S
C
A
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E
:
1
/
2
"
=
1
'
-
0
"
3A1.10
3
'
1.5'
5
'
SCA
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:
1
/
2
"
=
1
'
-
0
"
3/4" PLY WDBRACKETHANDICAPCLEARANCE
2'-10"
3'-6"
(2) 3/4" PLYWOODCOUNTERTOP W/LAMINATE FINISHSELECTED BY OWNER2X4 @ 16" O.C.2X4 PT BASE 1'-
6
"
1/2" SHEET ROCK LVT OVER 1/2"PLY WD03'1.5'5'SCALE: 1/2"=1'-0"
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Jason Canning hereby expressly reserves the rights to this drawing and it is not to be reproduced or copied in any format or manner whatsoever without first obtaining permission and consent.
A
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Jason Canning hereby expressly reserves the rights to this drawing and it is not to be reproduced or copied in any format or manner whatsoever without first obtaining permission and consent.
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PLUMBING GENERAL NO
T
E
S
1. SEE SPECIFICATION F
O
R
A
D
D
I
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I
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A
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F
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A
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2. COORDINATE HVAC E
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INFORMATION.3. DO NOT INSTALL PIPI
N
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A
B
O
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E
E
L
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C
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A
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P
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.
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LOCATION WITH ELECT
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A
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C
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N
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A
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T
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.
4. RUN ALL HORIZONTAL
C
O
L
D
&
H
O
T
W
A
T
E
R
P
I
P
I
N
G
A
B
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S
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N
L
E
S
S
O
T
H
E
R
W
I
S
E
N
O
T
E
D
.
5. INSTALL ALL WORK IN
A
N
E
A
T
A
N
D
W
O
R
K
M
A
N
L
I
K
E
M
A
N
N
E
R
,
U
S
I
N
G
O
N
L
Y
W
O
R
K
M
E
N
T
H
O
R
O
U
G
H
L
Y
Q
U
A
L
I
F
I
E
D
I
N
T
H
E
T
R
A
D
E
O
R
DUTIES THEY ARE TO P
E
R
F
O
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M
.
R
O
U
G
H
W
O
R
K
W
I
L
L
B
E
R
E
J
E
C
T
E
D
.
6. MAINTAIN A MINIMUM
1
0
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C
L
E
A
R
A
N
C
E
B
E
T
W
E
E
N
H
V
A
C
E
Q
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T
F
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A
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N
T
A
K
E
S
A
N
D
S
A
N
I
T
A
R
Y
V
E
N
T
S
.
7. FIELD VERIFY ALL EXI
S
T
I
N
G
P
I
P
I
N
G
A
N
D
P
I
P
I
N
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C
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E
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D
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N
T
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E
DRAWING, EXISTING CO
N
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D
B
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D
FINISHED WALL OR BEL
O
W
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A
N
D
A
B
A
N
D
O
N
E
D
I
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P
L
A
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E
.
8. PROPERLY CONNECT
N
E
W
P
L
U
M
B
I
N
G
S
Y
S
T
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M
A
N
D
F
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.
P
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T
I
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S
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Q
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D
F
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PROPER CONNECTION.
C
L
E
A
N
A
L
L
E
X
I
S
T
I
N
G
S
A
N
I
T
A
R
Y
L
I
N
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S
.
9. FIELD VERIFY EXISTIN
G
B
U
I
L
D
I
N
G
S
T
R
U
C
T
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A
L
.
N
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F
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I
F
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X
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B
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I
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D
I
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G
STRUCTURE IMPEDES P
L
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B
I
N
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I
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S
T
A
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L
A
T
I
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N
.
S
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A
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A
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D
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S
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C
T
I
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N
.
10. DOMESTIC WATER S
H
U
T
-
O
F
F
V
A
L
V
E
S
L
O
C
A
T
E
D
A
B
O
V
E
D
R
Y
W
A
L
L
C
E
I
L
I
N
G
S
S
H
A
L
L
B
E
G
R
O
U
P
E
D
T
O
G
E
T
H
E
R
T
O
P
R
O
V
I
D
E
ACCESS FROM SINGLE
A
C
C
E
S
S
P
A
N
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L
S
I
F
P
O
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S
I
B
L
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.
P
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I
D
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W
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T
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I
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T
I
F
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A
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I
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D
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A
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A
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A
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V
A
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V
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CONTROLS.11. UNLESS OTHERWISE
D
I
R
E
C
T
E
D
,
A
L
L
D
O
M
E
S
T
I
C
W
A
T
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R
A
N
D
G
A
S
P
I
P
I
N
G
S
H
A
L
L
B
E
L
O
C
A
T
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D
A
S
H
I
G
H
A
S
P
O
S
S
I
B
L
E
,
T
I
G
H
T
T
O
BOTTOM OF STRUCTUR
E
.
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
D
I
R
E
C
T
E
D
,
S
A
N
I
T
A
R
Y
A
N
D
V
E
N
T
P
I
P
I
N
G
S
H
A
L
L
B
E
L
O
C
A
T
E
D
A
S
H
I
G
H
A
S
P
O
S
S
I
B
L
E
,
TIGHT TO BOTTOM OF S
T
R
U
C
T
U
R
E
,
W
I
T
H
M
I
N
I
M
U
M
S
L
O
P
E
R
E
Q
U
I
R
E
D
B
Y
A
P
P
L
I
C
A
B
L
E
C
O
D
E
R
E
Q
U
I
R
E
M
E
N
T
S
.
12. COORDINATE ALL LA
T
E
R
A
L
C
O
N
N
E
C
T
I
O
N
S
W
I
T
H
C
I
V
I
L
E
N
G
I
N
E
E
R
I
N
G
D
R
A
W
I
N
G
S
,
A
N
Y
C
O
N
F
L
I
C
T
S
T
O
B
E
R
E
S
O
L
V
E
D
P
R
I
O
R
T
O
START OF CONSTRUCTI
O
N
.
13. CLEANOUTS ON 6" A
N
D
S
M
A
L
L
E
R
P
I
P
I
N
G
S
H
A
L
L
B
E
P
R
O
V
I
D
E
D
W
I
T
H
A
C
L
E
A
R
A
N
C
E
O
F
N
O
T
L
E
S
S
T
H
A
N
1
8
"
F
O
R
R
O
D
D
I
N
G
.
14. HEAT TRAPS -- WAT
E
R
-
H
E
A
T
I
N
G
E
Q
U
I
P
M
E
N
T
N
O
T
S
U
P
P
L
I
E
D
W
I
T
H
I
N
T
E
G
R
A
L
H
E
A
T
T
R
A
P
S
A
N
D
S
E
R
V
I
N
G
N
O
N
C
I
R
C
U
L
A
T
I
N
G
SYSTEMS SHALL BE PR
O
V
I
D
E
D
W
I
T
H
H
E
A
T
T
R
A
P
S
O
N
T
H
E
S
U
P
P
L
Y
A
N
D
D
I
S
C
H
A
R
G
E
P
I
P
I
N
G
A
S
S
O
C
I
A
T
E
D
W
I
T
H
T
H
E
E
Q
U
I
P
M
E
N
T
.
HEAT TRAPS ARE REQUI
R
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
F
E
C
C
C
4
0
4
.
3
15. INSULATION OF PIPI
N
G
-
-
P
I
P
I
N
G
F
R
O
M
A
W
A
T
E
R
H
E
A
T
E
R
T
O
T
H
E
T
E
R
M
I
N
A
T
I
O
N
O
F
T
H
E
H
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A
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D
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A
T
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R
F
I
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T
U
R
E
S
U
P
P
L
Y
P
I
P
E
SHALL BE INSULATED IN
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
A
B
L
E
C
4
0
3
.
2
.
1
0
O
F
T
H
E
F
E
C
C
16. ON BOTH THE INLET
A
N
D
O
U
T
L
E
T
P
I
P
I
N
G
O
F
A
S
T
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A
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W
A
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A
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R
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H
E
A
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D
W
A
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T
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A
G
E
T
A
N
K
,
T
H
E
P
I
P
I
N
G
T
O
A
HEAT TRAP OR THE FIR
S
T
8
F
E
E
T
(
2
4
3
8
M
M
)
O
F
P
I
P
I
N
G
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PLUMBING SYSTEMS.A. PIPE MATERIALS: 1. DWV (DRAIN, WASTE, AND VENT) PIPING: FITTING SHALL BE LONG RADIUS FITTINGS, EXCEPT FITTING IN VENT PIPING MAY BE SHORT RADIUS FITTINGS. MINIMUM SIZE PIPING SHALL BE 2 INCHES FOR BURIED PIPING AND 1-1/4 INCHES FOR ABOVEGROUND PIPING. A. ABOVE AND BELOW GRADE: PVC, SCHEDULE 40, MEETING ASTM D1785, WITH SOLVENT WELD JOINTS MEETING ASTM D2564. 2. DOMESTIC WATER PIPING: A. BELOW GRADE: 1. COPPER, MEETING ASTM B88: TYPE K, COATED WITH COAL TAR SHELLAC, 955 SOLDERED JOINTS OR B. ABOVE GRADE: 1. CPVC, MEETING ASTM D2846 AND F441. PIPING UP TO 1-1/4" SHALL BE SCHEDULE 40. C. DIELECTRIC UNIONS: SHALL BE USED AT ALL JOINTS OF DISSIMILAR PIPE MATERIALS.B. PIPING INSULATION: 1. ELECTRIC WATER COOLER WASTE: A. 3/4-LB., 1-1/2 INCH BLANKET. B. FSK JACKET. 2. DOMESTIC HOT WATER MAINS AND RISERS: A. MINIMUM 1-INCH STANDARD FIBERGLASS. B. FACTORY JACKET AND FITTING COVERS. 3. DOMESTIC WATER PIPING EXPOSED TO EXTERIOR: NITRILE RUBBER BASED ELASTOMERIC SHEET INSULATION; ARMSTRONG "ARMAFLEX 2". MINIMUM INSULATION THICKNESS SHALL BE 3/4-INCH. 4. CPVC WATER PIPING AND PVC WASTE, VENT AND ROOF DRAIN PIPING RUN IN RETURN AIR PLENUMS: WRAP WITH A FIRE PROTECTIVE JACKET WITH A MAXIMUM FLAME SPREAD RATING OR 25 AND A SMOKE DEVELOPMENT RATING OF 50 IN ACCORDANCE WITH NFPA-90A, PARAGRAPHS 2-3.3.1 AND 2-3.10.1. 5. PIPING TO BE UNINSULATED: PIPING RUN-OUTS TO FIXTURES (EXCEPT AS NOTED FOR HANDICAP- ACCESSIBLE FIXTURES). C. ACCEPTABLE MANUFACTURERS: 1. MANUFACTURERS' MODEL NUMBERS ARE LISTED TO ESTABLISH A STANDARD OF QUALITY AND LEVEL OF PERFORMANCE 2. EQUIVALENT ITEMS OF THE FOLLOWING MANUFACTURERS ARE ACCEPTABLE: A. FIXTURE TRIM: SEE FIXTURE SCHEDULE 1. AMERICAN-STANDARD, KOHLER, SPEAKMAN, MOEN, DELTA, T&S BRASS, CHICAGO FAUCET SYMMONS, BRIGGS. 3. DRAIN AND FIXTURE SPECIALTIES: J.R. SMITH, JOSAM, ZURN. A. FLOOR AND EXTERIOR CLEANOUTS: ZURN-1440 OR EQUAL B. WALL CLEANOUTS: ZURN-1441 OR EQUAL W/ SMOOTH SECURED COVER. C. FLOOR DRAINS: SEE SCHEDULE. 4. WATER COOLERS: SEE FIXTURE SCHEDULE, OASIS, ELKAY, HALSEY TAYLOR. 5. WATER HEATERS: SEE FIXTURE SCHEDULE. 6. WATER SYSTEM SPECIALTIES. A. WATER HAMMER ARRESTORS SHALL CONFORM TO PDI WH201 AND ASSE 1010 ACCEPTABLE: ZURN SHOKTROLS Z-1700 OR EQUAL.PIPING SPECIALITIESA. ESCUTCHEONS SHALL BE MANUFACTURED WALL, CEILING AND FLOOR PLATES; DEEP-PATTERN TYPE WHERE REQUIRED TO CONCEAL PROTRUDING FITTINGS AND SLEEVES. CONSTRUCT OF ONE-PIECE CAST BRASS WITH POLISHED CHROME PLATE FINISH AND SET-SCREW.HANGERS AND SUPPORTSA. PROVIDE HANGERS, RODS, AND SUPPORT CLAMPS AS REQUIRED TO PROPERLY SUPPORT PIPING FROM STRUCTUREB. PROVIDE BUILDING ATTACHMENTS OR CONCRETE INSERTS APPROPRIATE FOR BUILDING MATERIALSSLEEVES:A. WALLS AND PARTITIONS: 1. PIPE SLEEVES 8-INCH DIAMETER AND SMALLER (ABOVE GRADE): SLEEVES SHALL BE MILD STEEL PIPE OR PLASTIC SLEEVES BUILT INTO WALL, PARTITION OR BEAM, SIZED TO PASS PIPING AND COVERING, LEAVING A CLEAR SPACE OF 1/4 -INCH MINIMUM BETWEEN COVERING AND SLEEVE. PENETRATIONS OF FIRE RATED BARRIERS SHALL HAVE MILD STEEL SLEEVES. 2. PIPE SLEEVES INSTALLED IN EXTERIOR WALLS BELOW GRADE: SCHEDULE 40 STEEL HOT DIPPED GALVANIZED AFTER FABRICATION OR CAST IRON SLEEVE WITH 1/4-INCH X 3-INCH CENTER FLANGE (WATER STOP) AROUND THE OUTSIDE.B. PIPE SLEEVES IN FLOORS (ABOVE GRADE): SLEEVES SHALL BE 14 GAUGE GALVANIZED SHEET STEEL OR PLASTIC, SET BEFORE FLOOR IS POURED, SIZED TO PASS PIPE AND COVERING, LEAVING A CLEAR SPACE OF 1/4-INCH BETWEEN COVERING AND SLEEVE, AND SHALL EXTEND 1/2-INCH ABOVE FINISHED FLOOR.C. SEALING OF SLEEVES: 1. SLEEVES BELOW GRADE: CAULK ANNULAR SPACE BETWEEN PIPE AND SLEEVE USING OAKUM AND POURED LEAD BOTH SIDES MINIMUM ONE INCH DEEP TO MAKE WALL PENETRATION WATER TIGHT. 2. SLEEVES ABOVE GRADE: OPENINGS AROUND PIPES, DUCT, ETC., PASSING THROUGH SLEEVES SHALL BE MADE DRAFT FREE AND VERMIN-PROOF BY PACKING SOLIDLY WITH MINERAL WOOL OR FIBERGLASS 3. SEALING OF SLEEVES THROUGH FIRE RATED BARRIERS: OPENINGS AROUND PIPES, ETC., THROUGH FIRE RATED BARRIERS SHALL BE SEALED USING AN U.L. APPROVED METHOD RATED AT LEAST EQUAL TO THE WALL BEING PENETRATED.INSTALL ONE (1) INCH THICKNESS PIPE INSULATION ON HOT WATER PIPING.
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Jason Canning hereby expressly reserves the rights to this drawing and it is not to be reproduced or copied in any format or manner whatsoever without first obtaining permission and consent.
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RECEPTACLESRECEPTACLESRECEPTACLES SPARE AHUCOND1.52011/2
1
2
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1
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1
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1
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1
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100 GALLON STILLSPACESPACESPACESPACE 23/481023/484.0
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1.52011/2
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2306.23/4100 GALLON STILL2306.23/4 9.85023/4
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WATER HEATER2303/4103.0 10 10EXTRA HEATING ELEMENT2303/4103.1
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Jason Canning hereby expressly reserves the rights to this drawing and it is not to be reproduced or copied in any format or manner whatsoever without first obtaining permission and consent.
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TENANT IMPROVEMENT FOR
GREY MATTER DISTILLERY
1221 MAYPORT RD
ATLANTIC BEACH, FL 32233
12
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1
POWER PLAN
PANEL SCHEDULE
RISER DIAGRAM / LOAD CALCS
FAILED
Returned for Corrections:
The plans submitted for review have been returned for corrections. Please correct and or provide the additional requested
information to obtain plans approval. When resubmitting corrected sheets, provide a type written itemized narrative letter
responding to our comments and directing the plans reviewer to the sheets the changes have taken place. FAILURE TO
SUPPLY RESPONSE LETTER “WILL” RESULT IN A RETURNED FOR CORRECTIONS PERMIT STATUS. Revised
sheets should be clouded, clearly showing areas were changes or corrections have occurred and re-inserted with the
original set of drawings with old sheets removed. Unbound plans will not be reviewed. If this is an electronic submission
please make sure that written narrative is submitted under correspondence along with a “complete set” (not just the
revised sheets) of electronic documents. When submitting electronic plans, each discipline shall upload a single PDF file
containing multiple sheets rather than separate PDFs for each sheet. Please re-upload in this fashion.
1.PROTECTION FROM HAZARD SEPARATION . NFPA 101 12.3.2
2. Occupant Load & Capacity of Means of Egress:
Please re-calculate occupant load as follows:
Occupant load is determined by the nature of the “use” of a building or space and the amount of space available for that
“use”. NFPA 101, Table 7.3.1.2 has established occupant load factors for each “use”. The use of an area may differ from
its occupancy classification. For example, a meeting room for fewer than 50 people in an office building is not assembly
occupancy; it is business occupancy, but its occupant load is based on assembly.
An occupant load is established for use in sizing the means of egress systems and in determining thresholds at which
additional provisions, such as mandatory sprinklers, fire alarm, panic hardware etc. become applicable.
Egress capacity and life safety features must be provided for the occupant load (expressed in number of persons)
determined by dividing each “use” area of the space by the appropriate occupant load factor. The corresponding
calculated occupant load must serve as the minimum starting point for egress sizing, and required life safety features
regardless of whether the building operator claims that the occupant load will never reach the occupant load determined
by calculation.
The occupant load in any building or portion thereof assigned for use is determined by dividing the floor area assigned to
that use by the occupant load factor for that use as specified in table 7.3.1.2 of NFPA 101 FFPC.
PLEASE CALCULATE OCCUPANT LOAD AS FOLLOWS:
1. Determine proper occupant load factor(s) to be used per table 7.3.1.2 of NFPA 101 for each use area.
2. Determine “net” or “gross” floor area to be calculated.
3. Calculate expected occupant load in table form showing each use area with each area added separately to correspond
with square footages. It is understood that some unoccupied areas such as bathrooms, corridors, and small circulation
areas in front of exits are not figured in net square footage or occupant load calculations.
In table form on life safety plan delineated by cross hatching, contrasting color etc. list square footage for each “use” area
and occupant load factors being applied to its use. For “use” areas using gross square footage the gross area of a space
is defined as everything within its walls. For “use” areas using net square footage, the area is determined by measuring all
of the non-occupied spaces, and then subtracting this area from the gross area and applying the appropriate “use” factor.
In general, “net floor area” is where the public is expected to or can assemble. Accessory areas such as bathrooms,
corridors, and small circulation areas in front of exits are not figured in net square footage or occupant load calculations.
When dealing with a multiple use occupancy where both gross and net area figures are given for the same building,
calculations shall be made by applying the gross area figure to the gross area portion of the building devoted to that “use”
for which the gross area figure is specified and by applying the net area figure to the net area portion of the building
devoted to the use for which the net area figure is specified. “Use” area square footage should correspond with your
occupant load calculations minus any non-occupied areas or spaces as mentioned above.
Frequently used occupant load factors with examples include:
• One person for every 7 square feet (concentrated use) Examples are dance floor, standing or waiting areas, and rows
of non-fixed chairs.
• One person for every 15 square feet (less concentrated use) Examples are non-fixed tables and chairs in a restaurant
or club.
• One person for every 18 linear inches of bench type seating.
• One person for every 24 linear inches of standing or sitting bar top space. Please allow for a 3 foot buffer area
measured perpendicularly along the length of the bar that will not be calculated in “use” area to account for space taken
up by chairs.
• One person for every fixed seat (seating that is secured to buildings structure).
• Designated waiting spaces should not encroach on required egress width of any exit and be restricted to areas other
than the required means of egress. Allowable waiting areas occupant load factor should be based off use, not to exceed 1
person for every 5 sq. ft.
• One person for every 100 square feet in kitchens and employee service areas.
• One person for every 500 Square feet in storage for other than storage or mercantile occupancies.
Note: Please make sure that all “use” areas are factored in and shown in occupant calculation. The number calculated
may or may not exceed number of actual chairs on floor plan. This number is worst case scenario and to be used for
sizing number of exits, egress inches, and fire protection features.
4. Determine and show required egress inches required vs what is provided for the calculated occupant load. Provided
should be equal to or greater than what is provided.
From: Gindlesperger,Toni [mailto:tgin@coab.us]
Sent: Wednesday, January 6, 2021 9:51 AM
To: Dipierri, Miguel
Cc: Johnson, Charles; Padgett, Hardy; Groff, James; Ellis, Robert; Spicer, William
Subject: 1221 Mayport Rd
EXTERNAL EMAIL: This email originated from a non-COJ email address. Do not click any links or open any attachments
unless you trust the sender and know the content is safe.
COMM21-0001 - Grey Mater Distillery interior buildout
See attached for review.
Toni Gindlesperger
Building Permit Technician
City of Atlantic Beach
904-247-5800
BUILDING-DEPT@COAB.US
CERTIFICATIONS
I hereby certify that the plans and specifications covered by this calculation are in compliance with the
Florida Energy Code
Prepared By: Michael Chmura Building Official: __________________
Date: _________________ Date: __________________
I certify that this building is in compliance with the FLorida Energy Efficiency Code
Owner Agent:__________________ Date: __________________
If Required by Florida law, I hereby certify (*) that the system design is in compliance with the Florida Energy
Efficiency Code
Architect: __________________Reg No: __________________
Electrical Designer: __________________Reg No: __________________
Lighting Designer: __________________Reg No: __________________
Mechanical Designer: __________________Reg No: __________________
Plumbing Designer: __________________Reg No: __________________
(*) Signature is required where Florida Law requires design to be performed by registered design
professionals. Typed names and registration numbers may be used where all relevant information is
contained on signed/sealed plans.
Florida Building Code, Seventh Edition (2017) - Energy Conservation ASHRAE 90.1-2016
COMcheck Software Version 4.1.1.0
Interior Lighting Compliance Certificate
Project Title:
90.1 (2016) Standard
Project Type:Alteration
Construction Site:
1221 Mayport Rd.
Atlantic Beach, FL 32233
Owner/Agent:
Paul Grey
Designer/Contractor:
Jason Canning
Jason Canning Architect Inc
Project Information
Energy Code:
Grey Matter Distillery
Allowed Interior Lighting Power
A
Area Category
B
Floor Area
(ft2)
C
Allowed
Watts / ft2
D
Allowed Watts
(B X C)
1-office (Common Space Types:Dining Area - Bar Lounge/Leisure)2507 0.93 2332
2332Total Allowed Watts =
Proposed Interior Lighting Power
E
(C X D)
D
Fixture
Watt.
A
Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast
B
Lamps/
Fixture
C
# of
Fixtures
office ( Common Space Types:Dining Area - Bar Lounge/Leisure 2507 sq.ft.)
LED 1: LED Panel 33W:1 24 33 792
792Total Proposed Watts =
Interior Lighting Compliance Statement
Compliance Statement: The proposed interior lighting alteration project represented in this document is consistent with the
building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting
systems have been designed to meet the 90.1 (2016) Standard requirements in COMcheck Version 4.1.1.0 and to comply with
any applicable mandatory requirements listed in the Inspection Checklist.
Name - Title Signature Date
Interior Lighting PASSES
Project Title:
Data filename:
Grey Matter Distillery
C:\Users\kalos\Kalos Engineering\PROJECTS\2020 Projects\Commercial\Grey Matter
Distillery\Energy Forms\grey matter.cck
01/04/21Report date:
121 ofPage
COMcheck Software Version 4.1.1.0
Mechanical Compliance Certificate
Project Title:
90.1 (2016) Standard
Project Type:Alteration
Location:Atlantic Beach, Florida
Climate Zone:2a
Construction Site:
1221 Mayport Rd.
Atlantic Beach, FL 32233
Owner/Agent:
Paul Grey
Designer/Contractor:
Jason Canning
Jason Canning Architect Inc
Project Information
Energy Code:
Grey Matter Distillery
Mechanical Systems List
Quantity System Type & Description
Split System Heat Pump
Heating Mode: Capacity = 60 kBtu/h,
Cooling Mode: Capacity = 60 kBtu/h, , No Economizer , Economizer exception: None
Fan System: Unspecified
SYSTEM COMPLIANCE EXEMPTION APPLIES
Exemption: Modification or repair without energy use change.
1 HVAC System 1
Electric Storage Water Heater, Capacity: 30 gallons
Proposed Efficiency: 1.20 SL, %/h (if > 12 kW), Required Efficiency: 1.20 SL, %/h (if > 12 kW)
SWH COMPLIANCE REQUIRED.
1 Water Heater 4
Mechanical Compliance Statement
Compliance Statement: The proposed mechanical alteration project represented in this document is consistent with the building
plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been
designed to meet the 90.1 (2016) Standard requirements in COMcheck Version 4.1.1.0 and to comply with any applicable
mandatory requirements listed in the Inspection Checklist.
Name - Title Signature Date
Project Title:
Data filename:
Grey Matter Distillery
C:\Users\kalos\Kalos Engineering\PROJECTS\2020 Projects\Commercial\Grey Matter
Distillery\Energy Forms\grey matter.cck
01/04/21Report date:
122 ofPage
Inspection Checklist
Requirements: 100.0% were addressed directly in the COMcheck software
COMcheck Software Version 4.1.1.0
Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
Energy Code: 90.1 (2016) Standard
Section
#
& Req.ID
Plan Review Complies?Comments/Assumptions
4.2.2,
6.4.4.2.1,
6.7.2
[PR2]1
Plans, specifications, and/or
calculations provide all information
with which compliance can be
determined for the mechanical
systems and equipment and
document where exceptions to the
standard are claimed. Load
calculations per acceptable
engineering standards and
handbooks.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
4.2.2,
7.7.1,
10.4.2
[PR3]1
Plans, specifications, and/or
calculations provide all information
with which compliance can be
determined for the service water
heating systems and equipment and
document where exceptions to the
standard are claimed. Hot water
system sized per manufacturer's
sizing guide.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
4.2.2,
8.4.1.1,
8.4.1.2,
8.7
[PR6]2
Plans, specifications, and/or
calculations provide all information
with which compliance can be
determined for the electrical systems
and equipment and document where
exceptions are claimed. Feeder
connectors sized in accordance with
approved plans and branch circuits
sized for maximum drop of 3%.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
4.2.2,
9.4.3, 9.7
[PR4]1
Plans, specifications, and/or
calculations provide all information
with which compliance can be
determined for the interior lighting
and electrical systems and equipment
and document where exceptions to
the standard are claimed. Information
provided should include interior
lighting power calculations, wattage of
bulbs and ballasts, transformers and
control devices.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
6.7.2.4
[PR5]1
Detailed instructions for HVAC
systems commissioning included on
the plans or specifications for projects
>=50,000 ft2.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement does not apply.
Additional Comments/Assumptions:
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title:
Data filename:
Grey Matter Distillery
C:\Users\kalos\Kalos Engineering\PROJECTS\2020 Projects\Commercial\Grey Matter
Distillery\Energy Forms\grey matter.cck
01/04/21Report date:
123 ofPage
Section
#
& Req.ID
Footing / Foundation Inspection Complies?Comments/Assumptions
6.4.3.7
[FO9]3
Freeze protection and snow/ice
melting system sensors for future
connection to controls.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement does not apply.
Additional Comments/Assumptions:
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title:
Data filename:
Grey Matter Distillery
C:\Users\kalos\Kalos Engineering\PROJECTS\2020 Projects\Commercial\Grey Matter
Distillery\Energy Forms\grey matter.cck
01/04/21Report date:
124 ofPage
Section
#
& Req.ID
Plumbing Rough-In Inspection Complies?Comments/Assumptions
7.4.4.1
[PL2]3
Temperature controls installed on
service water heating systems
(<=120ºF to maximum temperature
for intended use).
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
7.4.6
[PL4]3
Heat traps installed on non-circulating
storage water tanks.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
Additional Comments/Assumptions:
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title:
Data filename:
Grey Matter Distillery
C:\Users\kalos\Kalos Engineering\PROJECTS\2020 Projects\Commercial\Grey Matter
Distillery\Energy Forms\grey matter.cck
01/04/21Report date:
125 ofPage
Section
#
& Req.ID
Mechanical Rough-In
Inspection
Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
6.4.1.4,
6.4.1.5
[ME1]2
HVAC equipment efficiency
verified. Non-NAECA HVAC
equipment labeled as meeting
90.1.
Efficiency:_____Efficiency:_____Complies
Does Not
Not Observable
Not Applicable
See the Mechanical Systems list
for values.
6.4.3.4.1
[ME3]3
Stair and elevator shaft vents
have motorized dampers that
automatically close.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement
does not apply.
6.4.3.4.5
[ME39]3
Enclosed parking garage
ventilation has automatic
contaminant detection and
capacity to stage or modulate
fans to 50% or less of design
capacity.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement
does not apply.
6.4.3.4.4
[ME5]3
Ventilation fans >0.75 hp have
automatic controls to shut off fan
when not required.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
6.4.3.8
[ME6]1
Demand control ventilation
provided for spaces >500 ft2 and
>25 people/1000 ft2 occupant
density and served by systems
with air side economizer, auto
modulating outside air damper
control, or design airflow >3,000
cfm.
Complies
Does Not
Not Observable
Not Applicable
Exception: Systems with a
design outdoor airflow less
than 1200 cfm.
6.5.3.2.1
[ME40]2
DX cooling systems >= 75 kBtu/h
(>= 65 kBtu/h effective 1/2016)
and chilled-water and
evaporative cooling fan motor hp
>= ¼ designed to vary supply
fan airflow as a function of load
and comply with operational
requirements.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement
does not apply.
See the Mechanical Systems list
for values.
6.4.4.1.1
[ME7]3
Insulation exposed to weather
protected from damage.
Insulation outside of the
conditioned space and associated
with cooling systems is vapor
retardant.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
6.4.4.1.2
[ME8]2
HVAC ducts and plenums
insulated per Table 6.8.2. Where
ducts or plenums are installed in
or under a slab, verification may
need to occur during Foundation
Inspection.
R-_____R-_____Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
6.4.4.1.3
[ME9]2
HVAC piping insulation thickness.
Where piping is installed in or
under a slab, verification may
need to occur during Foundation
Inspection.
_____ in._____ in.Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement
does not apply.
6.4.4.1.4
[ME41]3
Thermally ineffective panel
surfaces of sensible heating
panels have insulation >= R-3.5.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement
does not apply.
6.4.4.2.1
[ME10]2
Ducts and plenums having
pressure class ratings are Seal
Class A construction.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement
does not apply.
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title:
Data filename:
Grey Matter Distillery
C:\Users\kalos\Kalos Engineering\PROJECTS\2020 Projects\Commercial\Grey Matter
Distillery\Energy Forms\grey matter.cck
01/04/21Report date:
126 ofPage
Section
#
& Req.ID
Mechanical Rough-In
Inspection
Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
6.4.4.2.2
[ME11]3
Ductwork operating >3 in. water
column requires air leakage
testing.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement
does not apply.
6.5.2.3
[ME19]3
Dehumidification controls
provided to prevent reheating,
recooling, mixing of hot and cold
airstreams or concurrent heating
and cooling of the same
airstream.
Complies
Does Not
Not Observable
Not Applicable
Exception: Cooling capacity
80 kBtu/h and capability to
unload cooling equipment.
6.5.2.4.1
[ME68]3
Humidifiers with airstream
mounted preheating jackets have
preheat auto-shutoff value set to
activate when humidification is
not required.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement
does not apply.
6.5.2.4.2
[ME69]3
Humidification system dispersion
tube hot surfaces in the
airstreams of ducts or air-
handling units insulated >= R-
0.5.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement
does not apply.
6.5.2.5
[ME70]3
Preheat coils controlled to stop
heat output whenever
mechanical cooling, including
economizer operation, is active.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
6.5.2.6
[ME106]3
Units that provide ventilation air
to multiple zones and operate in
conjunction with zone heating
and cooling systems are
prevented from using heating or
heat recovery to warm supply air
above 60°F when representative
building loads or outdoor air
temperature indicate that most
zones demand cooling.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement
does not apply.
6.5.3.3
[ME42]3
Multiple zone VAV systems with
DDC of individual zone boxes
have static pressure setpoint
reset controls.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement
does not apply.
See the Mechanical Systems list
for values.
6.5.4.2
[ME25]3
HVAC pumping systems with >=
3 control values designed for
variable fluid flow (see section
details).
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement
does not apply.
6.5.6.1
[ME56]1
Exhaust air energy recovery on
systems meeting Tables 6.5.6.1-
1, and 6.5.6.1-2.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement
does not apply.
6.5.7.2.1
[ME32]2
Kitchen hoods >5,000 cfm have
make up air >=50% of exhaust
air volume.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement
does not apply.
6.5.7.2.4
[ME49]3
Approved field test used to
evaluate design air flow rates
and demonstrate proper capture
and containment of kitchen
exhaust systems.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement
does not apply.
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title:
Data filename:
Grey Matter Distillery
C:\Users\kalos\Kalos Engineering\PROJECTS\2020 Projects\Commercial\Grey Matter
Distillery\Energy Forms\grey matter.cck
01/04/21Report date:
127 ofPage
Section
#
& Req.ID
Mechanical Rough-In
Inspection
Plans Verified
Value
Field Verified
Value Complies?Comments/Assumptions
6.5.8.1
[ME34]2
Unenclosed spaces that are
heated use only radiant heat.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement
does not apply.
7.4.2
[ME36]2
Service water heating equipment
meets efficiency requirements.
Complies
Does Not
Not Observable
Not Applicable
6.4.3.9
[ME63]2
Heating for vestibules and air
curtains with integral heating
include automatic controls that
shut off the heating system when
outdoor air temperatures > 45F.
Vestibule heating and cooling
systems controlled by a
thermostat in the vestibule with
heating setpoint <= 60F and
cooling setpoint >= 80F.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement
does not apply.
6.5.10
[ME73]3
Doors separating conditioned
space from the outdoors have
controls that disable/reset
heating and cooling system when
open.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
Additional Comments/Assumptions:
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title:
Data filename:
Grey Matter Distillery
C:\Users\kalos\Kalos Engineering\PROJECTS\2020 Projects\Commercial\Grey Matter
Distillery\Energy Forms\grey matter.cck
01/04/21Report date:
128 ofPage
Section
#
& Req.ID
Rough-In Electrical Inspection Complies?Comments/Assumptions
8.4.2
[EL10]2
At least 50% of all 125 volt 15- and
20-Amp receptacles are controlled by
an automatic control device.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement does not apply.
8.4.3
[EL11]2
New buildings have electrical energy
use measurement devices installed.
Where tenant spaces exist, each
tenant is monitored separately. In
buildings with a digital control system
the energy use is transmitted to to
control system and displayed
graphically.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement does not apply.
9.4.1.1
[EL1]2
Automatic control requirements
prescribed in Table 9.6.1, for the
appropriate space type, are installed.
Mandatory lighting controls (labeled
as 'REQ') and optional choice controls
(labeled as 'ADD1' and 'ADD2') are
implemented.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
9.4.1.1
[EL2]2
Independent lighting controls installed
per approved lighting plans and all
manual controls readily accessible and
visible to occupants.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
9.4.1.1f
[EL13]1
Daylight areas under skylights and
roof monitors that have more than
150 W combined input power for
general lighting are controlled by
photocontrols.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement does not apply.
9.4.1.3
[EL4]1
Separate lighting control devices for
specific uses installed per approved
lighting plans.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
9.6.2
[EL8]1
Additional interior lighting power
allowed for special functions per the
approved lighting plans and is
automatically controlled and
separated from general lighting.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
10.4.1
[EL9]2
Electric motors meet requirements
where applicable.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
Additional Comments/Assumptions:
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title:
Data filename:
Grey Matter Distillery
C:\Users\kalos\Kalos Engineering\PROJECTS\2020 Projects\Commercial\Grey Matter
Distillery\Energy Forms\grey matter.cck
01/04/21Report date:
129 ofPage
Section
#
& Req.ID
Final Inspection Complies?Comments/Assumptions
6.4.3.1.2
[FI3]3
Thermostatic controls have a 5 °F
deadband.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
6.4.3.2
[FI20]3
Temperature controls have setpoint
overlap restrictions.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
6.4.3.3.1
[FI21]3
HVAC systems equipped with at least
one automatic shutdown control.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
6.4.3.3.2
[FI22]3
Setback controls allow automatic
restart and temporary operation as
required for maintenance.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
6.4.3.5
[FI5]3
Heat pump controls prevent
supplemental electric resistance heat
from coming on when not needed.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
6.4.3.6
[FI6]3
When humidification and
dehumidification are provided to a
zone, simultaneous operation is
prohibited. Humidity control prohibits
the use of fossil fuel or electricity to
produce RH > 30% in the warmest
zone humidified and RH < 60% in the
coldest zone dehumidified.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
6.7.2.1
[FI7]3
Furnished HVAC as-built drawings
submitted within 90 days of system
acceptance.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
6.7.2.2
[FI8]3
Furnished O&M manuals for HVAC
systems within 90 days of system
acceptance.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
6.7.2.3
[FI9]1
An air and/or hydronic system
balancing report is provided for HVAC
systems serving zones >5,000 ft2 of
conditioned area.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement does not apply.
6.7.2.4
[FI10]1
HVAC control systems have been
tested to ensure proper operation,
calibration and adjustment of controls.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
7.4.4.3
[FI11]3
Public lavatory faucet water
temperature <=110°F.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
8.7.1
[FI16]3
Furnished as-built drawings for
electric power systems within 30 days
of system acceptance.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title:
Data filename:
Grey Matter Distillery
C:\Users\kalos\Kalos Engineering\PROJECTS\2020 Projects\Commercial\Grey Matter
Distillery\Energy Forms\grey matter.cck
01/04/21Report date:
1210 ofPage
Section
#
& Req.ID
Final Inspection Complies?Comments/Assumptions
8.7.2
[FI17]3
Furnished O&M instructions for
systems and equipment to the
building owner or designated
representative.
Complies
Does Not
Not Observable
Not Applicable
Requirement will be met.
9.2.2.3
[FI18]1
Interior installed lamp and fixture
lighting power is consistent with what
is shown on the approved lighting
plans, demonstrating proposed watts
are less than or equal to allowed
watts.
Complies
Does Not
Not Observable
Not Applicable
See the Interior Lighting fixture schedule for values.
9.4.4
[FI20]1
At least 75% of all permanently
installed lighting fixtures in dwelling
units have >= 55 lm/W efficacy or a
>= 45 lm/W total luminaire efficacy.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement does not apply.
10.4.3
[FI24]2
Elevators are designed with the
proper lighting, ventilation power, and
standby mode.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement does not apply.
7.4.3
[FI45]2
First 8 ft of outlet piping in
nonrecirculating storage system, or
branch piping connected to
recirculated, heat traced, or
impredance heated piping is
insulated.
Complies
Does Not
Not Observable
Not Applicable
Exception: Requirement does not apply.
Additional Comments/Assumptions:
1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3)
Project Title:
Data filename:
Grey Matter Distillery
C:\Users\kalos\Kalos Engineering\PROJECTS\2020 Projects\Commercial\Grey Matter
Distillery\Energy Forms\grey matter.cck
01/04/21Report date:
1211 ofPage
Project Title:
Data filename:
Grey Matter Distillery
C:\Users\kalos\Kalos Engineering\PROJECTS\2020 Projects\Commercial\Grey Matter
Distillery\Energy Forms\grey matter.cck
01/04/21Report date:
1212 ofPage
Revision Request/Correction to Comments **ALL INFORMATION
HIGHLIGHTED IN
GRAY IS REQUIRED. City of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: _____________________
Revision to Issued Permit OR Corrections to Comments Date: ________________
Project Address: ____________________________________________________________________________________
Contractor/Contact Name: ____________________________________________________________________________
Contact Phone: ______________________________ Email: _________________________________________________
Description of Proposed Revision / Corrections:
__________________________________________________________________________________________________
__________________________________________________________________________________________________
__________________________________________________________________________________________________
__________________________________________________________________________________________________
I_______________________________ affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
Will proposed revision/corrections add additional square footage to original submittal?
No Yes (additional s.f. to be added: _____________________________)
Will proposed revision/corrections add additional increase in building value to original submittal?
No *Yes (additional increase in building value: $____________________) (Contractor must sign if increase in valuation)
*Signature of Contractor/Agent: _______________________________________________________
__________________________________________________________________________________________________
(Office Use Only)
Approved Denied Not Applicable to Department Permit Fee Due $_______________
Revision/Plan Review Comments_______________________________________________________________________
__________________________________________________________________________________________________
Department Review Required:
Building _____________________________________________
Planning & Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities _____________________________________________
Public Safety Date
Fire Services Updated 10/17/18
COMM21-0001
02/17/2021
1221 Mayport Road, Atlantic Beach, FL 32233
Gene Morton
904-631-5238 genemortonii@hotmail.com
Jason Canning
Response to building department review comments from Dan Arlington
Response to Fire Marshal review comments from Miguel Dipierri
Jason Canning Architect Inc
Architecture, Planning, Interiors
1812 Atlantic Boulevard
Jacksonville, FL 32207
O: (904) 647-8690
P: (904) 755-5589
F: (904) 406-7227
jason@canningarch.com
To: Atlantic Beach Building Department
Re: Response to Review Comments
For: Grey Matter Distillery
1221 Mayport Road
Atlantic Beach, FL 32233
February 17, 2021
Permit No: COMM21-0001
Revision Number: 1
Building Department Dan Arlington 247-5813 darlington@coab.us
1. Owner/Builder permit must be for the owners of the property and must be for
their own use. The business and property cannot be sold or leased for one year
and all other agency documents must be in the same name. If the above is not the
case, a licensed contractor must sign the permit application and be responsible for
all work.
Response:
See revised permit application with contractor’s signature.
2. Please submit all documents for stills, heated vessels, and boilers, including
maximum operating pressures. Stills and boilers may require additional
protection and fire-rated walls. See Fire Marshal’s comment #1.
Response:
All the equipment is custom built. There are no cut sheets available other
than the wiring diagrams for the controllers. Those diagrams are being
provided with this submission.
In response to the email to Jason regarding the heating elements and btu
requirement, it has been determined that there are a total of 11 elements in
the distillery equipment and 2 elements in the water heater for a total of 13
@ 15,000 btu each totaling 195,000 btu’s.
3. The total occupant load appears to be more than 49, open areas near accessory
uses must also be considered assembly uses (standing room at 7sf, net). Please
document occupant load.
See Fire Marshal’s comment #2.
Response:
Please see revised A1.0 life safety plan showing areas hatched. It is not
possible to have a back door at this location so the occupant load must be 49
or less.
4. The Florida Fire Prevention Code, administered by the Fire Marshal, may have
requirements for occupant load, egress, and fire protection that are more stringent
than the Florida Building Code. When there is a conflict between the Codes, the
most stringent will apply.
Response:
See revised code summary A1.0
5. Please verify metal studs in 2-hour tenant separation wall and provide wall-
section.
Response:
The existing 2-hour fire wall was permitted and built under permit No.
COMM20.0008 for Jaguar Power Sports
6. This project is a change of occupancy with additional heat loads. Please submit
energy sheets.
Response:
Please see energy forms provided.
Fire Marshal Miguel Dipierri 630-0446 DiPierri@coj.net
1. Protection from Hazard Separation. NFPA 101 12.3.2
Response:
The existing 2-hour fire wall was permitted and built under permit No. COMM20-
0008 for Jaguar Power Sports
2 Occupant Load & Capacity of Means of Egress
Re-calculate occupant load as follows:
Occupant load is determined by the nature of the “use” of a building or space and the
amount of space available for that “use”. NFPA 101, Table 7.3.1.2 has established
occupant load factors for each “use”. The use of an area may differ from its occupancy
classification. For example, a meeting room for fewer than 50 people in an office
building is not assembly occupancy; it is business occupancy, but its occupant load is
based on assembly.
An occupant load is established for use in sizing the means of egress systems and in
determining thresholds at which additional provisions, such as mandatory sprinklers, fire
alarm, panic hardware etc. become applicable.
Egress capacity and life safety features must be provided for the occupant load
(expressed in number of persons) determined by dividing each “use” area of the space by
the appropriate occupant load factor. The corresponding calculated occupant load must
serve as the minimum starting point for egress sizing and required life safety features
regardless of whether the building operator claims that the occupant load will never reach
the occupant load determined by calculation.
The occupant load in any building or portion thereof assigned for use is determined by
dividing the floor area assigned to that use by the occupant load factor for that use as
specified in table 7.3.1.2 of NFPA 101 FFPC.
Response:
Please see revised A1.0 life safety plan showing areas hatched. It is not possible to
have a back door at this location so the occupant load must be 49 or less.
J
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Jason Canning hereby expressly reserves the rights to this drawing and it is not to be reproduced or copied in any format or manner whatsoever without first obtaining permission and consent.
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TENANT IMPROVEMENT FOR
GREY MATTER DISTILLERY
1221 MAYPORT RD
ATLANTIC BEACH, FL 32233
12
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PROJECT INFORMATION
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IDENTIFICATIONLETTER WHEREELEVATION IS TAKEN XX.X ABCDELEVATION TARGETALUMINUMARCHITECTURALACOUSTIC CEILING TILEBOARDBUILDINGCEILINGCOLUMNCONCRETECONSTRUCTIONCARPETCERAMIC TILEDETAILDIAMETERDIMENSIONDOWNDRAWINGEACHELEVATIONEQUIPMENTEXISTINGFLOOR DRAINFINISH FLOORFOOT, FEETGLASSGYPSUM WALL BOARDHEIGHTHOURHARDWAREINTERIORJOINTPOUNDSMAINTENANCEMAXIMUMMECHANICALMETALMINIMUMMISCELLANEOUSMARBLE SADDLENOT APPLICABLENOT IN CONTRACTNUMBERON CENTERWOOD FLFTGLGBHTHRHWINTJTLBMAINTMAXMECHMTLMINMISCMSN/ANICNOOCWD ALUMARCHACTBDBLDGCLGCOLCONCCONSTCPTCTDTLDIADIMDNDWGEAELEQUIPEXISTFDFIN STANDARD ABBREVIATIONS ELEVATION SYMBOLAREA SYMBOL XXXLINE 1 LINE 2
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SYMBOLS LEGENDSTANDARD DRAWING TITLESCALE: */*" = *'-*"XX SECTION OR DETAILIDENTIFICATION NUMBERPLATE NUMBER ONWHICH SECTION ORDETAIL IS DRAWNSECTION / DETAIL SYMBOL EL: 0'-0"XXVIEWSECTION APP
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COLLECTION TABLE
BARREL RACK
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TABLE
CODE SUMMARY1. USE AND OCCUPANCY CLASSIFICATION - MIXE
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(FBC-B: CHAPTER 3, SECTION 309.1)GROUP M: MERCANTILE(NFPA 101 6.1.10.1 MERCANTILE)(FBC-B: CHAPTER 3, SECTION 306.2)GROUP F-1: MODERATE-HAZARD FACTO
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NO FLAMMABLE LIQUID STORAGE OVER
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TYPE VB - EXISTING (FBC-B: TABLE 601) NON-S
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E
8
0
3
.
1
1
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GROUP M : NON-SPRINKLEREDEXIT PASSAGE: B FINISHCORRIDORS: C FINISHROOMS ENCLOSED SPACE: C FINISH6. MEANS OF EGRESS - (FBC-B: CHAPTER 10)TOTAL OCCUPANT LOAD = 34 (TABLE 100
4
.
1
.
1
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MERCANTILE: 900 SF @ 60 GROSS SF/PE
R
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8
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=
9
OFFICE: 140 SF @100 GROSS SF/PERSON
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MEANS OF EGRESS - (NFPA 101 7.3.1.2)TOTAL OCCUPANT LOAD = 49 MERCANTILE: 900 SF @ 30 GROSS SF/PE
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EGRESS WIDTH PER OCCUPANT SERVED: 0.2 P
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(SECTION 1005)SPACES WITH ONE MEANS OF EGRESS (TABLE
1
0
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M
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MAX. TRAVEL DISTANCE TO AN EXIT: 200 FT WI
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(TABLE 1016.1)MIN. NUMBER OF EXITS: (SECTION 1021) = 17. AUTOMATIC SPRINKLER SYSTEMS - (FBC-B: C
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9
-
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NO EXISTING SPRINKLER SYSTEM IN PLACE8. PLUMBING FIXTURE - (FBC-P: CHAPTER 4)MINIMUM NUMBER OF REQUIRED PLUMBING FI
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FIXTURES REQUIRED BASED ON TOTAL
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:
2
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P
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S
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N
S
WATER CLOSETS: 1:100 MALE / FEMALE =
1
M
/
1
F
LAVATORIES: 1:100 MALE / FEMALE = 1 M
/
1
F
DRINKING FOUNTAIN: 1 HI-LO PROVIDEDSERVICE SINK: 1 REQUIRED (1 PROVIDED
)
NOTE:1. EXISTING ACCESSIBLE PARKING SPACES AN
D
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PLACE. THE SIDEWALK IS FLUSH WITH THE F
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THE INTERIOR SPACE AND THE THRESHOLD
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EXCEED THE HEIGHT LIMIT.2. PROVIDE LIGHT GAUGE METAL ROOF TRUSS
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CLTACTILE EXIT SIGN MOUNT AT 4' TO 5' A.F.F.18"MIN.CENTERED ONTACTILECHARACTERS 18"MIN.LAVATORY15"PAPER TOWELDISPENSER WALL HUNG MIRROR12"MIN.LC12"MAX.42" MIN 54" MIN7"-9"TOILETPAPERHOLDER PROVIDE INSULATION AT ALL EXPOSED PIPING FOR"ACCESSIBLE" OR HANDICAPPED LAVATORIES. PIPEINSULATION SHALL COMPLY WITH APPLICABLE REQ. OFTHE AMERICAN W/DISABILITIES ACT (ADA).24"MIN.HANDLESIDE16"-18"BA
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17"-19"15"-30"33"-36"29" MIN40" MAX34" MAX03'1.5'5'SCALE: 1/2"=1'-0"SCALE: 1/2" = 1'-0"2A1.0 TYPICAL TOILET ELEVATIONS NOTE: WALLS WITHIN 2 FEET OF URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH HARD, NONABSORBENT SURFA
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OF 4 FEET ABOVE THE FLOOR, AND EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL
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APPROACH MINIMUM CLEARANCES 1. APPROACH REQUIREMENTS ARE FOR SWINGING DOORS ONLY 2. DIMENSIONS ARE MEASURED FROM FINISH SURFACESNOTE: X=12" IF DOOR HAS BOTH A CLOSER AND A LATCHPUSH SIDE54"MIN NOTE: Y=48" MIN IF DOOR HAS BOTH A CLOSER AND A LATCHNOTE: Y=48" MIN IF DOOR HAS A CLOSERPUSH SIDE YY48"MIN NOTE: Y=54" MIN IF DOOR HAS A CLOSERX24"MIN PULL SIDEX24"MIN LATCH-SIDE APPROACH XY42"MIN NOTE: X=36" MIN IF Y=60" X=42" MIN IF Y=54"18"MIN 60"MIN48"MINHINGE-SIDE APPROACHPULL SIDE FRONT APPROACHPULL SIDEXPUSH SIDEY42"MIN
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Jason Canning hereby expressly reserves the rights to this drawing and it is not to be reproduced or copied in any format or manner whatsoever without first obtaining permission and consent.
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TENANT IMPROVEMENT FOR
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GENERAL NOTES1. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITHAPPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK.2. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICALDETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOBUNLESS NOTED OTHERWISE ON THE PLANS.3. DIMENSIONS ARE TO FACE OF STRUCTURAL FRAMING, UNLESS OTHERWISE NOTED.4. DO NOT SCALE DRAWINGS. WHERE NO DIMENSIONS, OR DISCREPANCIES OCCUR,VERIFY CORRECT LOCATION WITH ARCHITECT PRIOR TO ERECTION, FABRICATION ORINSTALLATION.5. PROVIDE PROPER SEPARATION BETWEEN ALL DISSIMILAR MATERIALS.6. GC REQUIRED TO PATCH AND REPAIR ALL EXISTING AREAS EFFECTED BY NEWWORK. FINISH, COLOR, TEXTURE TO MATCH EXISTING.7. ARCHITECT IS NOT RESPONSIBLE FOR ANY UNFORSEEN CONDITIONS DISCOVEREDONCE DEMOLITION BEGINS.8. THERE SHALL BE NO DEVIATIONS FROM ARCHITECTURAL DRAWINGS WITHOUTWRITTEN APPROVAL OF THE ARCHITECT.9. BLOCKING IN PARTITIONS SHALL BE PROVIDED IN ALL AREAS WHERE REQUIRED,WHICH WILL INCLUDE, BUT IS NOT LIMITED TO, OPEN AND CLOSED SHELVING, COATPOLES AND SHELVES, CABINETRY, TENANT SUPPLIED WALL MOUNTED FURNITURESYSTEMS, COUNTERS, GRAB BARS, FIXTURES OF ANY KIND, AND MOLDINGS/TRIM.10. GC TO VERIFY ALL DIMENSIONS IN THE FIELD.11. DIMENSIONS NOTED AS "CLEAR" SHALL BE FROM FINISHED FACE TO FINISHEDFACE.12. GC TO PROVIDE OWNER WITH ALLOWANCE FOR ALL NEW PLUMBING, MECHANICALAND ELECTRICAL FIXTURES.13. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF EXISTING WALLSURFACES TO RECEIVE NEW FINISHES AS SCHEDULED.SECTIONSCALE: 1/2" = 1'-0"2A1.1 3'-6"BAR WALL 1'-0"1'-2"S
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Jason Canning hereby expressly reserves the rights to this drawing and it is not to be reproduced or copied in any format or manner whatsoever without first obtaining permission and consent.
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REFLECTED CEILING PLAN
Revision Request/Correction to Comments **ALL INFORMATION
HIGHLIGHTED IN
GRAY IS REQUIRED. City of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: _____________________
Revision to Issued Permit OR Corrections to Comments Date: ________________
Project Address: ____________________________________________________________________________________
Contractor/Contact Name: ____________________________________________________________________________
Contact Phone: ______________________________ Email: _________________________________________________
Description of Proposed Revision / Corrections:
__________________________________________________________________________________________________
__________________________________________________________________________________________________
__________________________________________________________________________________________________
__________________________________________________________________________________________________
I_______________________________ affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
Will proposed revision/corrections add additional square footage to original submittal?
No Yes (additional s.f. to be added: _____________________________)
Will proposed revision/corrections add additional increase in building value to original submittal?
No *Yes (additional increase in building value: $____________________) (Contractor must sign if increase in valuation)
*Signature of Contractor/Agent: _______________________________________________________
__________________________________________________________________________________________________
(Office Use Only)
Approved Denied Not Applicable to Department Permit Fee Due $_______________
Revision/Plan Review Comments_______________________________________________________________________
__________________________________________________________________________________________________
Department Review Required:
Building _____________________________________________
Planning & Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities _____________________________________________
Public Safety Date
Fire Services Updated 10/17/18
COMM21-0001
02/17/2021
1221 Mayport Road, Atlantic Beach, FL 32233
Gene Morton
904-631-5238 genemortonii@hotmail.com
Jason Canning
Response to building department review comments from Dan Arlington
Response to Fire Marshal review comments from Miguel Dipierri
Jason Canning Architect Inc
Architecture, Planning, Interiors
1812 Atlantic Boulevard
Jacksonville, FL 32207
O: (904) 647-8690
P: (904) 755-5589
F: (904) 406-7227
jason@canningarch.com
To: Atlantic Beach Building Department
Re: Response to Review Comments
For: Grey Matter Distillery
1221 Mayport Road
Atlantic Beach, FL 32233
February 17, 2021
Permit No: COMM21-0001
Revision Number: 1
Building Department Dan Arlington 247-5813 darlington@coab.us
1. Owner/Builder permit must be for the owners of the property and must be for
their own use. The business and property cannot be sold or leased for one year
and all other agency documents must be in the same name. If the above is not the
case, a licensed contractor must sign the permit application and be responsible for
all work.
Response:
See revised permit application with contractor’s signature.
2. Please submit all documents for stills, heated vessels, and boilers, including
maximum operating pressures. Stills and boilers may require additional
protection and fire-rated walls. See Fire Marshal’s comment #1.
Response:
All the equipment is custom built. There are no cut sheets available other
than the wiring diagrams for the controllers. Those diagrams are being
provided with this submission.
In response to the email to Jason regarding the heating elements and btu
requirement, it has been determined that there are a total of 11 elements in
the distillery equipment and 2 elements in the water heater for a total of 13
@ 15,000 btu each totaling 195,000 btu’s.
3. The total occupant load appears to be more than 49, open areas near accessory
uses must also be considered assembly uses (standing room at 7sf, net). Please
document occupant load.
See Fire Marshal’s comment #2.
Response:
Please see revised A1.0 life safety plan showing areas hatched. It is not
possible to have a back door at this location so the occupant load must be 49
or less.
4. The Florida Fire Prevention Code, administered by the Fire Marshal, may have
requirements for occupant load, egress, and fire protection that are more stringent
than the Florida Building Code. When there is a conflict between the Codes, the
most stringent will apply.
Response:
See revised code summary A1.0
5. Please verify metal studs in 2-hour tenant separation wall and provide wall-
section.
Response:
The existing 2-hour fire wall was permitted and built under permit No.
COMM20.0008 for Jaguar Power Sports
6. This project is a change of occupancy with additional heat loads. Please submit
energy sheets.
Response:
Please see energy forms provided.
Fire Marshal Miguel Dipierri 630-0446 DiPierri@coj.net
1. Protection from Hazard Separation. NFPA 101 12.3.2
Response:
The existing 2-hour fire wall was permitted and built under permit No. COMM20-
0008 for Jaguar Power Sports
2 Occupant Load & Capacity of Means of Egress
Re-calculate occupant load as follows:
Occupant load is determined by the nature of the “use” of a building or space and the
amount of space available for that “use”. NFPA 101, Table 7.3.1.2 has established
occupant load factors for each “use”. The use of an area may differ from its occupancy
classification. For example, a meeting room for fewer than 50 people in an office
building is not assembly occupancy; it is business occupancy, but its occupant load is
based on assembly.
An occupant load is established for use in sizing the means of egress systems and in
determining thresholds at which additional provisions, such as mandatory sprinklers, fire
alarm, panic hardware etc. become applicable.
Egress capacity and life safety features must be provided for the occupant load
(expressed in number of persons) determined by dividing each “use” area of the space by
the appropriate occupant load factor. The corresponding calculated occupant load must
serve as the minimum starting point for egress sizing and required life safety features
regardless of whether the building operator claims that the occupant load will never reach
the occupant load determined by calculation.
The occupant load in any building or portion thereof assigned for use is determined by
dividing the floor area assigned to that use by the occupant load factor for that use as
specified in table 7.3.1.2 of NFPA 101 FFPC.
Response:
Please see revised A1.0 life safety plan showing areas hatched. It is not possible to
have a back door at this location so the occupant load must be 49 or less.
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WORK
TABLE
CODE SUMMARY1. USE AND OCCUPANCY CLASSIFICATION - MIXE
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S
2. GENERAL BUILDING HEIGHTS AND AREAS - (F
B
C
-
B
:
C
H
A
P
T
E
R
5
)
GROSS BUILDING AREA: 2,507 SF EXISTI
N
G
No. OF STORIES ALLOWED: 1No. OF STORIES PROVIDED: 1 EXISTING
B
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I
L
D
I
N
G
MAX. SF ALLOWED: 8,500 SF EXISTING B
U
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L
D
I
N
G
BUILDING HEIGHT: EXISTING BUILDING; T
E
N
A
N
T
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P
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E
M
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N
T
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N
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No. UNITS PER FLOOR: N/AMEZZANINE: NO3. TYPES OF CONSTRUCTION - (FBC-B: CHAPTER
6
)
TYPE VB - EXISTING (FBC-B: TABLE 601) NON-S
P
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N
K
L
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R
E
D
4. ACCESSIBILITY-( FBC-B: CHAPTER 11)ADA COMPLIANT: YES 100%5. INTERIOR FINISHES- (FBC-B: CHAPTER 8- TABL
E
8
0
3
.
1
1
)
GROUP M : NON-SPRINKLEREDEXIT PASSAGE: B FINISHCORRIDORS: C FINISHROOMS ENCLOSED SPACE: C FINISH6. MEANS OF EGRESS - (FBC-B: CHAPTER 10)TOTAL OCCUPANT LOAD = 34 (TABLE 100
4
.
1
.
1
)
MERCANTILE: 900 SF @ 60 GROSS SF/PE
R
S
O
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=
1
5
POS: 73 SF @ 100 GROSS SF/PERSON = 1BAR SEATING: 24"/PERSON @ 3' DEPTH =
8
DISTILLERY: 894 SF @ 100 GROSS SF/PE
R
S
O
N
=
9
OFFICE: 140 SF @100 GROSS SF/PERSON
=
1
MEANS OF EGRESS - (NFPA 101 7.3.1.2)TOTAL OCCUPANT LOAD = 49 MERCANTILE: 900 SF @ 30 GROSS SF/PE
R
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=
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POS: 73 SF @ 100 GROSS SF/PERSON = 1BAR SEATING: 24"/PERSON @ 3' DEPTH =
8
(
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F
P
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1
0
1
.
7
.
3
.
2
.
1
)
DISTILLERY: 894 SF @ 100 GROSS SF/PE
R
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O
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OFFICE: 140 SF @100 GROSS SF/PERSON
=
1
EGRESS WIDTH PER OCCUPANT SERVED: 0.2 P
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C
U
P
A
N
T
=
8
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(SECTION 1005)SPACES WITH ONE MEANS OF EGRESS (TABLE
1
0
1
5
.
1
)
M
A
X
L
O
A
D
=
4
9
MAX. TRAVEL DISTANCE TO AN EXIT: 200 FT WI
T
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O
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S
P
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Y
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(TABLE 1016.1)MIN. NUMBER OF EXITS: (SECTION 1021) = 17. AUTOMATIC SPRINKLER SYSTEMS - (FBC-B: C
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9
-
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C
T
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N
9
0
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NO EXISTING SPRINKLER SYSTEM IN PLACE8. PLUMBING FIXTURE - (FBC-P: CHAPTER 4)MINIMUM NUMBER OF REQUIRED PLUMBING FI
X
T
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S
(
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T
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B
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4
0
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FIXTURES REQUIRED BASED ON TOTAL
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2
8
P
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R
S
O
N
S
WATER CLOSETS: 1:100 MALE / FEMALE =
1
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/
1
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LAVATORIES: 1:100 MALE / FEMALE = 1 M
/
1
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DRINKING FOUNTAIN: 1 HI-LO PROVIDEDSERVICE SINK: 1 REQUIRED (1 PROVIDED
)
NOTE:1. EXISTING ACCESSIBLE PARKING SPACES AN
D
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THE INTERIOR SPACE AND THE THRESHOLD
D
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EXCEED THE HEIGHT LIMIT.2. PROVIDE LIGHT GAUGE METAL ROOF TRUSS
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CLTACTILE EXIT SIGN MOUNT AT 4' TO 5' A.F.F.18"MIN.CENTERED ONTACTILECHARACTERS 18"MIN.LAVATORY15"PAPER TOWELDISPENSER WALL HUNG MIRROR12"MIN.LC12"MAX.42" MIN 54" MIN7"-9"TOILETPAPERHOLDER PROVIDE INSULATION AT ALL EXPOSED PIPING FOR"ACCESSIBLE" OR HANDICAPPED LAVATORIES. PIPEINSULATION SHALL COMPLY WITH APPLICABLE REQ. OFTHE AMERICAN W/DISABILITIES ACT (ADA).24"MIN.HANDLESIDE16"-18"BA
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OF 4 FEET ABOVE THE FLOOR, AND EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL
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APPROACH MINIMUM CLEARANCES 1. APPROACH REQUIREMENTS ARE FOR SWINGING DOORS ONLY 2. DIMENSIONS ARE MEASURED FROM FINISH SURFACESNOTE: X=12" IF DOOR HAS BOTH A CLOSER AND A LATCHPUSH SIDE54"MIN NOTE: Y=48" MIN IF DOOR HAS BOTH A CLOSER AND A LATCHNOTE: Y=48" MIN IF DOOR HAS A CLOSERPUSH SIDE YY48"MIN NOTE: Y=54" MIN IF DOOR HAS A CLOSERX24"MIN PULL SIDEX24"MIN LATCH-SIDE APPROACH XY42"MIN NOTE: X=36" MIN IF Y=60" X=42" MIN IF Y=54"18"MIN 60"MIN48"MINHINGE-SIDE APPROACHPULL SIDE FRONT APPROACHPULL SIDEXPUSH SIDEY42"MIN
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Jason Canning hereby expressly reserves the rights to this drawing and it is not to be reproduced or copied in any format or manner whatsoever without first obtaining permission and consent.
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TENANT IMPROVEMENT FOR
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LIFE SAFETY PLAN
CODE SUMMARY
DETAILS
1
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0
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1
5
0
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100 GAL
COLLECTION TABLE
BARREL RACK
4
8
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CHAIN
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WORK
TABLE
1 LAYER 5/8"GWB EACH SIDE2X4 WALL STUD @16" O.C.ASCALE: 3/4" = 1'-0"PARTITION TYPE NON-RATED, NON LOAD BEARING STUD WALL 2X4 PT BOTTOMPLATE NEW GB CEILING,SEE RCP3 1/2" ACOUSTICBATT INSUL.OPTIONAL OPEN CEILING02'1'4'SCALE: 3/4"=1'-0"
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_
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GENERAL NOTES1. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITHAPPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK.2. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICALDETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOBUNLESS NOTED OTHERWISE ON THE PLANS.3. DIMENSIONS ARE TO FACE OF STRUCTURAL FRAMING, UNLESS OTHERWISE NOTED.4. DO NOT SCALE DRAWINGS. WHERE NO DIMENSIONS, OR DISCREPANCIES OCCUR,VERIFY CORRECT LOCATION WITH ARCHITECT PRIOR TO ERECTION, FABRICATION ORINSTALLATION.5. PROVIDE PROPER SEPARATION BETWEEN ALL DISSIMILAR MATERIALS.6. GC REQUIRED TO PATCH AND REPAIR ALL EXISTING AREAS EFFECTED BY NEWWORK. FINISH, COLOR, TEXTURE TO MATCH EXISTING.7. ARCHITECT IS NOT RESPONSIBLE FOR ANY UNFORSEEN CONDITIONS DISCOVEREDONCE DEMOLITION BEGINS.8. THERE SHALL BE NO DEVIATIONS FROM ARCHITECTURAL DRAWINGS WITHOUTWRITTEN APPROVAL OF THE ARCHITECT.9. BLOCKING IN PARTITIONS SHALL BE PROVIDED IN ALL AREAS WHERE REQUIRED,WHICH WILL INCLUDE, BUT IS NOT LIMITED TO, OPEN AND CLOSED SHELVING, COATPOLES AND SHELVES, CABINETRY, TENANT SUPPLIED WALL MOUNTED FURNITURESYSTEMS, COUNTERS, GRAB BARS, FIXTURES OF ANY KIND, AND MOLDINGS/TRIM.10. GC TO VERIFY ALL DIMENSIONS IN THE FIELD.11. DIMENSIONS NOTED AS "CLEAR" SHALL BE FROM FINISHED FACE TO FINISHEDFACE.12. GC TO PROVIDE OWNER WITH ALLOWANCE FOR ALL NEW PLUMBING, MECHANICALAND ELECTRICAL FIXTURES.13. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF EXISTING WALLSURFACES TO RECEIVE NEW FINISHES AS SCHEDULED.SECTIONSCALE: 1/2" = 1'-0"2A1.1 3'-6"BAR WALL 1'-0"1'-2"S
E
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:
1
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=
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3A1.10
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1.5'
5
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SCA
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=
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3/4" PLY WDBRACKETHANDICAPCLEARANCE
2'-10"
3'-6"
(2) 3/4" PLYWOODCOUNTERTOP W/LAMINATE FINISHSELECTED BY OWNER2X4 @ 16" O.C.2X4 PT BASE 1'-
6
"
1/2" SHEET ROCK LVT OVER 1/2"PLY WD03'1.5'5'SCALE: 1/2"=1'-0"
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Jason Canning hereby expressly reserves the rights to this drawing and it is not to be reproduced or copied in any format or manner whatsoever without first obtaining permission and consent.
A
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Jason Canning hereby expressly reserves the rights to this drawing and it is not to be reproduced or copied in any format or manner whatsoever without first obtaining permission and consent.
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