1221 MAYPORT RD - INTERIOR BUILDOUT DRAWINGS (JAGUAR POWER)IC
L
1
SYMBOLS LEGEND
STANDARD DRAWING TITLE
SCALE: */*1, _ *1_*11
SECTION OR DETAIL
X IDENTIFICATION NUMBER
VIEW X
SECTION PLATE NUMBER ON
WHICH SECTION OR
DETAIL IS DRAWN
SECTION / DETAIL SYMBOL
EL: 01-011
B A
IDENTIFICATION ELEVATION TARGET
pXez" LETTER WHERE
X. ELEVATION IS TAKEN
xxx
C LINE 1
LINE 2
ELEVATION SYMBOL AREA SYMB L
1
2
TE
JA(:3 I
ANT IMPROVEMENTS FOR
AR POVVER P
S ORTS
1221 MAYPORT RD
ATLANTIC BEACH, FLORID
APPLICABLE GEODES
- 2017 FLORIDA BUILDING CODE: 6th EE ITION: BUILDING
- 2017 FLORIDA BUILDING CODE: 6th EITION: EXISTING BUILDING
- 2017 FLORIDA BUILDING CODE: 6th EDITION: MECHANICAL
- 2017 FLORIDA BUILDING CODE: 6th E ITION: PLUMBING
- NFPA 70 - 2014 NATIONAL ELECTRICA CODE
- 2017 FLORIDA FIRE PREVENTION CO E: 6th EDITION
BASED OFF NFPA 1 AND NFPA 101 201 EDITION
VICINITY MAP
2
NOT TO SCALE
3
Sn �� tvv
A 32233
PROJECT NARRATIVE
PROJECT CONSISTS OF THE TENANT IMPROVEMENTS OF AN
APPROXIMATELY 2,507 SF EXISTING SPACE. THE EXISTING SPACE
IS FOR MERCANTILE PURPOSES. NEW PLUMBING AND,
ELECTRICAL COMPONENTS WILL BE INSTALLED BY A LICENSED
CONTRACTOR. AN EXISTING MECHANICAL SYSTEM IS IN PLACE
AND FUNCTIONAL AND WILL BE MODIFIED TO ACCOMMODATE THE
NEW FLOOR PLAN.
KEY PLAN
NOT TO SCALE
5
It
STANDARD
ABBREVIATION
~ co
� 00
N
ALUM
ALUMINUM
FL
FLOOR
W
=
o0oI
ARCH
ARCHITECTURAL
FT
FOOT, FEET
ACT
ACOUSTIC CEILING TILE
GL
GLASS
CD Q
O
BD
BOARD
GB
GYPSUM WALL BOARD
CIO
BLDG
BUILDING
HT
HEIGHT
■
CLG
CEILING
HR
HOUR
COL
COLUMN
HW
HARDWARE
CONIC
CONCRETE
INT
INTERIOR
CONST
CONSTRUCTION
JT
JOINT
CPT
CARPET
LB
POUNDS
CT
CERAMIC TILE
MAINT
MAINTENANCE
A
DTL
DETAIL
MAX
MAXIMUM
DIA
DIAMETER
MECH
MECHANICAL
DIM
DIMENSION
MTL
METAL
DN
DOWN
MIN
MINIMUM
DWG
DRAWING
MISC
MISCELLANEOUS
EA
EACH
MS
MARBLE SADDLE
EL
ELEVATION
N/A
NOT APPLICABLE
EQUIP
EQUIPMENT
NIC
NOT IN CONTRACT
EXIST
EXISTING
NO
NUMBER
FD
FLOOR DRAIN
OC
ON CENTER
FIN
FINISH
WD
WOOD
1
2
TE
JA(:3 I
ANT IMPROVEMENTS FOR
AR POVVER P
S ORTS
1221 MAYPORT RD
ATLANTIC BEACH, FLORID
APPLICABLE GEODES
- 2017 FLORIDA BUILDING CODE: 6th EE ITION: BUILDING
- 2017 FLORIDA BUILDING CODE: 6th EITION: EXISTING BUILDING
- 2017 FLORIDA BUILDING CODE: 6th EDITION: MECHANICAL
- 2017 FLORIDA BUILDING CODE: 6th E ITION: PLUMBING
- NFPA 70 - 2014 NATIONAL ELECTRICA CODE
- 2017 FLORIDA FIRE PREVENTION CO E: 6th EDITION
BASED OFF NFPA 1 AND NFPA 101 201 EDITION
VICINITY MAP
2
NOT TO SCALE
3
Sn �� tvv
A 32233
PROJECT NARRATIVE
PROJECT CONSISTS OF THE TENANT IMPROVEMENTS OF AN
APPROXIMATELY 2,507 SF EXISTING SPACE. THE EXISTING SPACE
IS FOR MERCANTILE PURPOSES. NEW PLUMBING AND,
ELECTRICAL COMPONENTS WILL BE INSTALLED BY A LICENSED
CONTRACTOR. AN EXISTING MECHANICAL SYSTEM IS IN PLACE
AND FUNCTIONAL AND WILL BE MODIFIED TO ACCOMMODATE THE
NEW FLOOR PLAN.
KEY PLAN
NOT TO SCALE
5
It
SHEET INDEX
ARCHITECTURAL
G1.0 COVER SHEET / PROJECT INFORMATION
A1.0 LIFE SAFETY PLAN / CODE SUMMARY / DETAILS
Al. 1 FLOOR PLAN / WALL TYPES
A1.2 REFLECTED CEILING PLAN
M1.0 MECHANICAL PLAN / CALCS
P1.0 PLUMBING PLANS / RISERS
E1.0 LIGHTING PLAN
E1.1 POWER PLAN / PANEL SCHEDULE / LOAD CALCS / RISER
CODE COMPLIANCE
REVIEWED FOR ATLANTIC BEAG�1
CITY OF AT
SEE PERMITS FOR ADDITIONAL NS
REQUIREMENTS AND rCO
8Y=
REVIEWED
'DATE:
RI ICIKICCC nl' fr l IDA KIT
ELECTRICAL
DISCONNECT
2]
-SITE LIGHTING
& t'HKKINU
SITE LIGHTING
21
MAYPORT RD
.JASON CANNING
ARCHITECT INC
ARCHITECTURE PLANNING INTERIORS
1812 Atlantic Blvd.
Jacksonville, Florida 32207
O: 904.647.8690
C: 904.755.5589
F: 904.406.7227
jasonga canningarch.com
D ( PROJECT ARCHITECT
IC
110011
JASON T. CANNING
t�
FLORIDA LICENSE NO. AR95310
PROJECT TEAM
OWNER
SHAWN JACKREL
ARCHITECT
JASON T. CANNING
904.647.8690
[DATE ISSUE
24 SEPT 2018 PERMIT
Wz
JI
O
SHEET INDEX
ARCHITECTURAL
G1.0 COVER SHEET / PROJECT INFORMATION
A1.0 LIFE SAFETY PLAN / CODE SUMMARY / DETAILS
Al. 1 FLOOR PLAN / WALL TYPES
A1.2 REFLECTED CEILING PLAN
M1.0 MECHANICAL PLAN / CALCS
P1.0 PLUMBING PLANS / RISERS
E1.0 LIGHTING PLAN
E1.1 POWER PLAN / PANEL SCHEDULE / LOAD CALCS / RISER
CODE COMPLIANCE
REVIEWED FOR ATLANTIC BEAG�1
CITY OF AT
SEE PERMITS FOR ADDITIONAL NS
REQUIREMENTS AND rCO
8Y=
REVIEWED
'DATE:
RI ICIKICCC nl' fr l IDA KIT
ELECTRICAL
DISCONNECT
2]
-SITE LIGHTING
& t'HKKINU
SITE LIGHTING
21
MAYPORT RD
.JASON CANNING
ARCHITECT INC
ARCHITECTURE PLANNING INTERIORS
1812 Atlantic Blvd.
Jacksonville, Florida 32207
O: 904.647.8690
C: 904.755.5589
F: 904.406.7227
jasonga canningarch.com
D ( PROJECT ARCHITECT
IC
110011
JASON T. CANNING
t�
FLORIDA LICENSE NO. AR95310
PROJECT TEAM
OWNER
SHAWN JACKREL
ARCHITECT
JASON T. CANNING
904.647.8690
[DATE ISSUE
24 SEPT 2018 PERMIT
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PROJECT NO: 1877
DRAWN BY: DS
CHECKED BY: JTC
SHEET NO:
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APPROACH MINIMUM CLEARANCES
1. APPROACH REQUIREMENTS ARE FOR SWINGING DOORS ONLY
2. DIMENSIONS ARE MEASURED FROM FINISH SURF CES
FRONT APPROACH
NOTE; X=12" IF DOOR HRS BOTH
A CLOSER AND A LATCH
PULL SIDE PUSH SIDE
I—
z
18"
MINI
HINGE -SIDE APPROACH
NOTE: X=36" MIN IF Y=60" NOTE: Y=48" MIN IF DOOR HAS BOTH
X=42" MIN IF Y=54" A CLOSER AND A LAT(,*H
PULL SIDE PUSH SID
54"
MIN
z
>- N a
LATCH -SIDE APPROACH
NOTE: Y=54" MIN IF DOOR NOTE: Y=48" MIN IF DOOR
HAS A CLOSER HAS A CLOSER
PULL SIDE PUSH SIEJE
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— 7
-
X
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MAX. TRAVEL DISTANCE TO AN EXIT: 200 FT WITHOUT
24" a
(TABLE 1016.1)
0 FEB
MIN
MOUNT AT 4' TO 5'A. F. F.
boar
118`1
„CENTERED ON
' 18 ' TACTILE
MIN. CHARACTERS
TACTILE EXIT SIGN
1
2
CODE SUMMARY
1. USE AND OCCUPANCY CLASSIFICATION - (FBC-B: 309.1 & NFPA 101)
GROUP M: MERCANTILE
NO CHANGE OF USE
2.
GENERAL BUILDING HEIGHTS AND AREAS - (FBC-B: Cl-APTER 5)
GROSS BUILDING AREA: 2,507 SF EXISTING
No. OF STORIES ALLOWED: 1
No. OF STORIES PROVIDED: 1 EXISTING BUILDIN
MAX. SF ALLOWED: 9,000 SF EXISTING BUILDING
BUILDING HEIGHT: EXISTING BUILDING; TENANT IMPROVEMENT ONLY
No. UNITS PER FLOOR: N/A
MEZZANINE: NO
3. TYPES OF CONSTRUCTION - (FBC-B: CHAPTER 6)
TYPE VB - EXISTING (FBC-B: TABLE 601) NOWSPRINKL RED
4. ACCESSIBILITY-( FBC-B: CHAPTER 11)
ADA COMPLIANT: YES 100%
5. INTERIOR FINISHES- (FBC-B: CHAPTER 8- TABLE 803.11)
GROUP M: NON-SPRINKLERED
EXIT PASSAGE: A FINISH
CORRIDORS: B FINISH
ROOMS ENCLOSED SPACE: C FINISH
6. MEANS OF EGRESS - (FBC-B: CHAPTER 10)
TOTAL OCCUPANT LOAD = 36 (TABLE 1004.1.1)
MERCANTILE: 2,044 SF @ 60 GROSS SF/PERSON = 34
ACCESSORY STORAGE: 250 SF @ 300 GROSS SFPERSON _ 1
BUSINESS AREA: 140 SF @100 GROSS SF/PERSO = 1
EGRESS WIDTH PER OCCUPANT SERVED: 0.2 PER OC
dUPANT= 7"
(SECTION 1005)
SPACES WITH ONE MEANS OF EGRESS (TABLE 1015.1)
MAX LOAD = 49
MAX. TRAVEL DISTANCE TO AN EXIT: 200 FT WITHOUT
SPRINKLER SYSTEM
(TABLE 1016.1)
0 FEB
MIN. NUMBER OF EXITS: (SECTION 1021) = 1
7. AUTOMATIC SPRINKLER SYSTEMS - (FBC-B: CHAPTER
- SECTION 903)
NO EXISTING SPRINKLER SYSTEM IN PLACE
8. PLUMBING FIXTURE - (FBC-P: CHAPTER 4)
VIDED (IN.)
MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES.
(FBC-P:TABLE 403.1
FIXTURES REQUIRED BASED ON TOTAL OCCUPA CY: 36 PERSONS
WATER CLOSETS: 1:500 MALE / FEMALE = 1 M / 1
LAVATORIES: 1:750 MALE / FEMALE = 1 M / 1 F
DRINKING FOUNTAIN: 1 HI -LO PROVIDED
SERVICE SINK: 1 REQUIRED (1 PROVIDED)
NOTE:
1. EXISTING ACCESSIBLE PARKING SPACES AND RAMP ARE IN
24" 04 PLACE. THE SIDEWALK IS FLUSH WITH THE FLOOR L VEL OF
MIN THE INTERIOR SPACE AND THE THRESHOLD DOES N T
EXCEED THE HEIGHT LIMIT.
2. PROVIDE LIGHT GAUGE METAL ROOF TRUSS TYPE S MBOL
"R" FOR THIS BUILDING.
LIFE SAFETY LEGEND
• �'
DESIGNATED EXIT
EXIT SIGN
130'
EXIT PATH AND TRAVEL DISTANCE
CO
0 FEB
FIRE EXTINGUISHER BRACKET
30 6” 36"
NO. OF OCCUPANTS/ EXIT WIDTH
Q
REQ'D. (IN.)/ EXIT WIDTH PR
VIDED (IN.)
5
2 HR. FIRE RATED PARTITIO
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PROVIDE TACTILE EXIT DOOR
SIGNAGE READING ,"EXIT"
4 I 5
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1 LIFE SAFETY PLAN
NORTH A1.0
SCALE: 1/4" = l'-0"
PROVIDE LIGHT -FRAME
TRUSS -TYPE SYMBOL "R" AT
4'MIN. TO 6' MAX. A.F.F. AND
WITHIN 24" OF DOOR.
SCALE: 1/4"=V-0"
0 2.5' 5' 10'
VALL HUNG MIRROR PROVIDE INSULATION AT ALL EXPOSED PIPING FOR
"ACCESSIBLE" OR HANDICAPPED LAVATORIES. PIPE
INSULATION SHALL COMPLY WITH APPLICABLE REQ. OF
THE AMERICAN W/DISABILITIES ACT (ADA).
PAPER TOWEL
DISPENSER
LAVATORYle
24"MIN. 12"MIN. � 12"MAX.
TOILET -
HANDLE PAPER
SKIRT CLOSURE THIS SIDE - HOLDER
SIDE o z M
`r 15„ M b M
N cM
16"-18"
SCALE: 1/2"=V-0"
3 EWC ELEVATIONS
A1.0 SCALE: 1/2" = 1'-0"
0 1.5' 3' 5'
NOTE:. WALLS WITHIN 2 FEET OF URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH HARD, NONABSORBENT SURFACE TO A HEIGHT
OF 4 FEET ABOVE THE FLOOR, AND EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE
THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. (FBC-B 1210.2)
2
TYPICAL TOILET ELEVATIONS SCALE: 1/2"=1'-0"
A1.0 SCALE: 1/2" = l'-0"
0 1.5' 3' 5'
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DATE ISSUE
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FIRESAFE SEAL VOIDS
TYP.
2-1/2" 25 GA.0-T STUDS
@ 24" O.C.
(2) LAYERS 5/8" GB
(1) LAYER 1" GB
J -TABBED TRACK
—
D EXISTING CONCRETE —
TIE BEAM
EXISTING 8" CMU
7/8" FURRING
CHANNELS
(1) LAYER 5/8"
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2 HR RATED, NON LOAD BEARING STUD WALL
UL DESIGN No. U914/V415
PARTITION TYPE
AI, _ , ,1
SCALE: 3/4 — 1 -0
SCALE: 3/4"=1'-0"
0 1' 2' 4,
C
0
NEW ACT C =-ILING
2X4 WALL UD @
16" O.C.
1 LAYER 5/ " G
EACH SIDE
2X4 PT B TTOM
PLATE
NOWTED, NON LOAD BEARING STUD WALL
PARTITION TYPE
B _ 1
SCALE: 3/4.1 — 1 -0
SCALE: 3/4"=1'-0"
0 1' 2' 4,
1 1 ' 2
EXISTING MTL—
DECK
BRACE TO
STRUCTURE AS
REQUIRED
2X6 TOP PLATE
-�--NEW 5/8" GB
CEILING
NEW ACT CEILING
1 LAYER 5/8"
GWB EACH SIDE
2X6 WALL STUD @ 3 1/2" ACOUSTIC
: BATT INSUL.
16° O.C. OPTIONAL
_tom
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2X4 PT BOTTOM %"e
PLATE _z��
NON -RATED, NON LC AD BEARING STUD WALL
PARTITION TYPE
C
SCALE: /4„ _ — 1 , -0„
SCALE: 3/4"=1'-0”
9
0 1' 2' 4'
20'-5”
101
STORAGE
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EXISTING DOOR OPENING,
CLOSE IN PER WALL TYPE A, UL # U415
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ABOVE
DOOR SCHEDULE
EXISTING WOOD
ECK-J
BRACE TO STRUC
URE
AS REQL
IRED
2X4 T
P PLATE
2 HR RATED, NON LOAD BEARING STUD WALL
UL DESIGN No. U914/V415
PARTITION TYPE
AI, _ , ,1
SCALE: 3/4 — 1 -0
SCALE: 3/4"=1'-0"
0 1' 2' 4,
C
0
NEW ACT C =-ILING
2X4 WALL UD @
16" O.C.
1 LAYER 5/ " G
EACH SIDE
2X4 PT B TTOM
PLATE
NOWTED, NON LOAD BEARING STUD WALL
PARTITION TYPE
B _ 1
SCALE: 3/4.1 — 1 -0
SCALE: 3/4"=1'-0"
0 1' 2' 4,
1 1 ' 2
EXISTING MTL—
DECK
BRACE TO
STRUCTURE AS
REQUIRED
2X6 TOP PLATE
-�--NEW 5/8" GB
CEILING
NEW ACT CEILING
1 LAYER 5/8"
GWB EACH SIDE
2X6 WALL STUD @ 3 1/2" ACOUSTIC
: BATT INSUL.
16° O.C. OPTIONAL
_tom
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2X4 PT BOTTOM %"e
PLATE _z��
NON -RATED, NON LC AD BEARING STUD WALL
PARTITION TYPE
C
SCALE: /4„ _ — 1 , -0„
SCALE: 3/4"=1'-0”
9
0 1' 2' 4'
20'-5”
101
STORAGE
y
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EXISTING DOOR OPENING,
CLOSE IN PER WALL TYPE A, UL # U415
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ABOVE
NOTES:
1. PROVIDE THUMB TURN LO KS ON THE INTERIOR OF ALL EXTERIOR DOORS
2. PROVIDE LEVER TYPE DO �R KNOB WITH PUSH BUTTON PRIVACY LOCK AT ALL SINGLE USE RESTROOMS
Cl
14'-3 3/4"
100
SHOWROOM
2'-11" i, 14'-7"
ELEC
i
10 D
ce) 100B
4>
102
B OFFICE
l Cti
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FLOOR P LAN SCALE: 1 /4"=1'-0" WALL LEGEND
N RTH A1.1 NEW WALL
SCALE: 1 /4" = 1'-0"
0 2.5' 5' 10' EXISTING WALL
TYPICAL WINDOW ELEVATION
/ SCALE: 1/211
= 1'-0"
SCALE: 1/2"=l' -O"
0 1.5' 3' 5'
4
GENERAL NOTES
5
EXISTING DOOR,
CLOSE AND REMOVE
HARDWARE
6-6"
O
103
RR 1
�i
MOP
SINK
103
B \o/ \o/
2
A1.1 EWC
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1. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH
APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK.
2. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL
DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB
UNLESS 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 OR
INSTALLATION.
5. PROVIDE PROPER SEPARATION BETWEEN ALL DISSIMILAR MATERIALS.
6. GC REQUIRED TO PATCH AND REPAIR ALL EXISTING AREAS EFFECTED BY NEW
WORK. FINISH, COLOR, TEXTURE TO MATCH EXISTING.
7. ARCHITECT IS NOT RESPONSIBLE FOR ANY UNFORSEEN CONDITIONS DISCOVERED
ONCE DEMOLITION BEGINS.
8. THERE SHALL BE NO DEVIATIONS FROM ARCHITECTURAL DRAWINGS WITHOUT
WRITTEN 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, COAT
POLES AND SHELVES, CABINETRY, TENANT SUPPLIED WALL MOUNTED FURNITURE
SYSTEMS, 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 FINISHED
FACE.
12. GC TO PROVIDE OWNER WITH ALLOWANCE FOR ALL NEW PLUMBING, MECHANICAL
AND ELECTRICAL FIXTURES.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF EXISTING WALL
SURFACES TO RECEIVE NEW FINISHES AS SCHEDULED.
5
JASON CANNING
ARCHITECT INC
ARCHITECTURE PLANNING INTERIORS
1812 Atlantic Blvd.
Jacksonville, Florida 32207
O: 904.647.8690
C: 904.755.5589
F: 904.406.7227
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JASON T. CANNING
FLORIDA LICENSE'NO. AR95310
PROJECT TEAM
OWNER
SHAWN JACKREL
ARCHITECT
JASON T. CANNING
904.647.8690
DATE ISSUE
24 SEPT 2018 PERMIT
DOOR SCHEDULE
DOOR NO.
SIZE
W
TYPE
MATERIAL
REMARKS
100A
61X6'-8"
—
ALUM/GLASS
EXISTING
100B
2'-0"X6'-8" BI -F
LD
—
WOOD
Z Q
101
61X6'-8"
—
WOOD
102
3'X6'-8"
�JQ
—
WOOD
0�~
103
3'X6'-8"
__j
0pW
—
WOOD
JW
NOTES:
1. PROVIDE THUMB TURN LO KS ON THE INTERIOR OF ALL EXTERIOR DOORS
2. PROVIDE LEVER TYPE DO �R KNOB WITH PUSH BUTTON PRIVACY LOCK AT ALL SINGLE USE RESTROOMS
Cl
14'-3 3/4"
100
SHOWROOM
2'-11" i, 14'-7"
ELEC
i
10 D
ce) 100B
4>
102
B OFFICE
l Cti
CO
FLOOR P LAN SCALE: 1 /4"=1'-0" WALL LEGEND
N RTH A1.1 NEW WALL
SCALE: 1 /4" = 1'-0"
0 2.5' 5' 10' EXISTING WALL
TYPICAL WINDOW ELEVATION
/ SCALE: 1/211
= 1'-0"
SCALE: 1/2"=l' -O"
0 1.5' 3' 5'
4
GENERAL NOTES
5
EXISTING DOOR,
CLOSE AND REMOVE
HARDWARE
6-6"
O
103
RR 1
�i
MOP
SINK
103
B \o/ \o/
2
A1.1 EWC
U)
m
z
G)
1. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH
APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK.
2. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL
DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB
UNLESS 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 OR
INSTALLATION.
5. PROVIDE PROPER SEPARATION BETWEEN ALL DISSIMILAR MATERIALS.
6. GC REQUIRED TO PATCH AND REPAIR ALL EXISTING AREAS EFFECTED BY NEW
WORK. FINISH, COLOR, TEXTURE TO MATCH EXISTING.
7. ARCHITECT IS NOT RESPONSIBLE FOR ANY UNFORSEEN CONDITIONS DISCOVERED
ONCE DEMOLITION BEGINS.
8. THERE SHALL BE NO DEVIATIONS FROM ARCHITECTURAL DRAWINGS WITHOUT
WRITTEN 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, COAT
POLES AND SHELVES, CABINETRY, TENANT SUPPLIED WALL MOUNTED FURNITURE
SYSTEMS, 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 FINISHED
FACE.
12. GC TO PROVIDE OWNER WITH ALLOWANCE FOR ALL NEW PLUMBING, MECHANICAL
AND ELECTRICAL FIXTURES.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF EXISTING WALL
SURFACES TO RECEIVE NEW FINISHES AS SCHEDULED.
5
JASON CANNING
ARCHITECT INC
ARCHITECTURE PLANNING INTERIORS
1812 Atlantic Blvd.
Jacksonville, Florida 32207
O: 904.647.8690
C: 904.755.5589
F: 904.406.7227
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JASON T. CANNING
904.647.8690
DATE ISSUE
24 SEPT 2018 PERMIT
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MINIM JM VENTILATION RATES
PEOPLE OUTDOOR AIRFLOW AREA OUTDOOR AIRFLOW RATE IN
OCCUPANCY OCCUPANT DENSITY TOTAL CFM EXHAUST AIRFLO
CLASSIFICATION SQ. FOOTAGE #/1000 SF RATE IN BREATHING ZONE, Ra CFM/ SF BREATHING ZONE REQUIRED RATE CFM/ SF
Rp CFM/PERSON
RETAIL SALES 2044 15 = 30 PERSONS 7. (x 30) = 225 0.12 (X 2044) = 245 470 -
STORAGE 250 - 0.12 (X 250) = 30 30 -
OFFICE 140 5 = 1 PERSON 5 (X 1) = 5 0.06 (X140) = 8 13 -
513 TOTAL
MECHANICAL SY
TEM SCHEDULE
DESIGNATION
MANUFACTURER
MODEL
SIZE
QTY
AHU-1
TEMPSTAR
FEM46000131-3
5 TON
1
EXHAUST FAN
COOK
GC 126-188
70 CFM
1
ION FILTER
ULTRA PURE
ION -OA
ft or more above the floor.
1
MECHANICAL SYMBOLS LEGEND
SUPPLY DIFFUS
EXHAUSTFAN
TRANSFER GRILL
THERMOSTAT
SUPPLY LINE
ASHRAE 62.1 Occupancy Category Sales (except as below)
7.5
Ceiling supply of cool air
Building Space Area (sgft) 2507'
Building Occupancy Limit 30
ASHRAE 62.1 People Outdoor Air Rate (CFM
1
ASHRAE 62.1 Area Outdoor Air Rate
Building Height (ft) 12
Building Activity Level i� Mild Exercise
225
Ceiling supply of warm air 15°F or more above space
Building Activity Multiplier 2.5
Breathing Zone Outdoor Airflow (CFM)
526
CO2 output 0.4
ASHRAE 62.1 Zone Air Distribution EffectivnesE I(Ez) 0.8
ASHRAE 62.1 Table 6.2.2.2
AIR DISTRIBUTION CONFIGURATION
7.5
Ceiling supply of cool air
1.0
Ceiling supply of warm air and floor return
ASHRAE 62.1 People Outdoor Air Rate (CFM
1
ASHRAE 62.1 Area Outdoor Air Rate
0.12
Zone Primary Airflow (CFM)
225
Ceiling supply of warm air 15°F or more above space
i a space
Breathing Zone Outdoor Airflow (CFM)
526
ASHRAE 62.1 Zone Air Distribution EffectivnesE I(Ez) 0.8
ASHRAE 62.1 Table 6.2.2.2
AIR DISTRIBUTION CONFIGURATION
Ez,
Ceiling supply of cool air
1.0
Ceiling supply of warm air and floor return
1.0
Ceiling supply of warm air 15°F or more above space
0.8
temperature and ceiling return.
0.0187870.000'3
Ceiling supply of warm air 15°F or more above space
i a space
temperature and ceiling return provided that 150 fpm
1.0
supply air jet reaches to within 4.5 ft of floor level.
Pass
Floor supply of cool air and ceiling return, provided tha
0.06150
the vertical throw is greater than 50 fpm at a height of A.5
1.0
ft or more above the floor.
Pass
Floor supply of cool air and ceiling return, provided low
Pass
velocity displacement ventilation achieves unidirectional
0.83400
flow and thermal stratification, or underfloor air
1.2
distribution systems where the vertical throw is less then
Pass
or equal to 50 fpm at a height of 4.5 ft above the floor.
Pass
Floor supply of warm air and floor return
1.0
Floor supply of warm air and ceiling return
0.7
Makup supply drawn in on the opposite side of the roorn
0.8
from the ehaust or return
Toluene
Makup supply drawn in near to the ehaust or return
0.5
location.
Pass
Total Outside Air Requirement w/o IAQ PKG 657
0.07756
Total Outside Air Desired (using IAQ)
0
Tonnage Savings (using IAQ) 1.'
Pass
BTU Savings (using IAQ) 179
3
Minimum Outside Air Requirement (using IAQ)** 8.
0.0187870.000'3
**Minimum Outside Air calcualted based on CFM required to meet OSHA CO2 levels of 5,000 ppm
given the space conditions.
i a space
Outside Air Requirement w/o IAQ PKG (CFM per person) 21:'
Pass
Outside Air Requirement with IAQ PKG (CFM per person) 6.
Pass
Supply Air 200
Return Air 0
Recirculation Flow Factor 0.00
Return Air Factor 2.29
0.06150
*Calculations based on treatment of outside 'supply' air.
Green indicates levels MEET ASHRAE regulations and WRE standards
`Orange indicates levels MEET ASHRAE regulations but NOT WRE standards
Red indicates levels DO NOT MEET ASHRAE regulations or WRE standards
Acetaldehyde
0.07756
OM
0.00836
Pass
0.00856
Pass
Benzene
0.0187870.000'3
01
2
0.00202
Pass
0.002`11
Pass
Chloroform
0.06150
0.00006
Pass
0.0000"7
Pass
1,4 - Dioxane
0.83400
0.00000
0.00000
Pass
0.00000
Pass
Tetrachloroethene
0.00515
0.000 4
0.00031
Pass
01,00032
Pass
Toluene
0.07950
0.003j2
0.00387
Pass
0 00400
Pass
1,1,1 - Trichloroethane
0.18300
0.00050
0,00038
Pass
0.00062
Pass
Xylene
0.16100
0.001 7
0.00159
Pass
0.00159
Pass
Carbon dioxide*
5000
1009
PIKEN65(75
2400
200
Pass
87
ASHRAE M
*CO2 provided to validate adequate ventilation with IAQ reduction based onSHA regulatory levels. CO2 not affected by bi-polar air purification. OSHA regulatory
levels state a max threshold of 5,000 PPM. WRE calculations run off of a ma acceptable threshold of 3,000 PPM
1
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ARCHITECTURE PLANNING INTERIORS
1812 Atlantic Blvd.
Jacksonville, Florida 32207
O: 904.647.8690
C: 904.755.5589
F: 904.406.7227
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SHAWN JACKREL
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24 SEPT 2018 PERMIT
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ARCHITECTURE PLANNING INTERIORS
1812 Atlantic Blvd.
Jacksonville, Florida 32207
O: 904.647.8690
C: 904.755.5589
F: 904.406.7227
jason@canningarch.com
PROJECT ARCHITECT
JASON T. CANNING
r
FLORIDA LICENSE NO. AR95310
PROJECT TEAM
OWNER
SHAWN JACKREL
ARCHITECT
JASON T. CANNING
904.647.8690
DATE ISSUE
24 SEPT 2018 PERMIT
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ARCHITECTURE PLANNING INTERIORS
1812 Atlantic Blvd.
Jacksonville, Florida 32207
O: 904.647.8690
C: 904.755.5589
F: 904.406.7227
jason@canningarch.com
PROJECT ARCHITECT
JASON T. CANNING
r
FLORIDA LICENSE NO. AR95310
PROJECT TEAM
OWNER
SHAWN JACKREL
ARCHITECT
JASON T. CANNING
904.647.8690
DATE ISSUE
24 SEPT 2018 PERMIT
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SURFACE MTD. CIRCUIT BREAKER TYPE
STAB-LOK
PANEL A 120/208 VOLTS 3 PHASE
200 AMP
WIRE
CKT
NO.
DESIGNATION
CIRCUIT
LARGEST MOT
CIRCUIT
BREAKER
= 1.95
KVA
R (2 X 1.5=3)
KVA
CIRCUIT
BREAKER
SF X 3VA/SF
CIRCUIT
SIGN
DESIGNATI
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CKT
NO.
WIRE
COND
POLE
TRIP
TRIP
POLE
COND
WIRE
1
AHU
8
3/4
2
60
10
1.5
20
1
1/2
12
RECEPTACLES
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3
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20
1
1/2
12
RECEPTACLES
4
5
COND
8
3/4
2
30
4.0
1.5
20
1
1/2
12
RECEPTACLES
I-
6
7
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1.5
20
1
1/2
12
RECEPTACLES
8
9
INSTA HOT
12
1/2
1
20
1.5
1.5
20
1
1/2
12
RECEPTACLES
PROJECT NO: 1877
10
11
INSTA HOT
12
1/2
1
20
1.5
1.5
20
1
1/2
12
RECEPTACLES
12
13
RECEPTACLES
12
1/2
1
20
1.5
1.5
20
1
1/2
12
RECEPTACLES
14
15
RECEPTACLES
12
1/2
1
20
1.5
1.5
20
1
1/2
12
LIGHTING
16
17
RECEPTACLES
12
1/2
1
20
1.5
1.5
20
1
1/2
12
LIGHTING
18
19
SPACE
SPACE
20
21
SPACE
SPACE
22
23
SPACE
SPACE
24
25
SPACE
SPACE
26
27
SPACE
SPACE
28
29
SPACE
SPACE
30
31
SPACE
SPACE
SPACE
SPACE
32
34
36
33
SPACE
35
SPACE
37
SPACE
SPACE
38
39
SPACE
SPACE
40
41
SPACE
SPACE
42
TOTAL
AMPS 78.5
DEMAND
K
A
28.25
42,000 AMP
SYMMETRICAL
SHORT
CIRCUIT
CURRENT RATING
@a 240V,
3PH
* ALL CONTRACTORS TO FIELD VERIFY
LOAD CALCULATIONS
AHU-1 (5KW HEAT)
= 6.3
COND-1
U)
= 7,8
LARGEST MOT
R - 7.8 X.25
= 1.95
WATER HEAT
R (2 X 1.5=3)
= 3
LIGHTING - 2,:07
SF X 3VA/SF
= 7.5
SIGN
= 1.5
OUTLETS - 15
UPLEX X 180/OUTLET
= 2.7
TOTAL KVA
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1 POWER PLAN
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2 1/2" IMC
(4) 4/0 ALUM
200 AMP 30
120/208 VOLT
METER
(4) 4/0 ALUM 200 AMP 30
0 120/208V
DISCONNECT
(4) 4/0 ALUM
(1) 2/0 ALUM
-BARE #4 COPPER GROUND
---(2) 5/8 GROUND RODS
2 NEW RISER DIAGRAM
E1.1 SCALE: NTS
11
INSIDE WALL
200 AMP 30 240
VOLT 42 CIRCUIT
MLO PANEL
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JASON CANNING
ARCHITECT INC
ARCHITECTURE PLANNING INTERIORS
1812 Atlantic Blvd.
Jacksonville, Florida 32207
O: 904.647.8690
C: 904.755.5589
F: 904.406.7227
jason@a canningatch.com
PROJECT ARCHITECT
JASON T. CANNING
FLORIDA LICENSE NO. AR95310
PROJECT TEAM
OWNER
SHAWN JACKREL
ARCHITECT
JASON T. CANNING
904.647.8690
DATE ISSUE
24 SEPT 2018 PERMIT
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