1543 MAIN ST -COMMERCIAL BUILD OUT DRAWINGS 4
5
JASON CANNING
ARCHITECTURE PLANNING INTERIORS
REVIEWED 1812 Atlantic Blvd.
J a c.66 n4fIle Fire Prevention 01v Jacksonville, Florida 32207
0: 904.647.8690
JUL 11 2016 C: 904.755.5589
F: 904.406.7227
13 NO EXCEPTIONS jason@canningarch.com
E3 EXCEPTIONS AS NOTED (D
U)
SHEET#
D 0
PROJECT ARCHITECT
JASON T. CANNING
0
+0
0
HAEAbLra, am all,
F&E rielki-er S3-s+ca,-- rovil'arc-5
E
a, s e-p arc,
it tau�4n 6A+-
FLORIDA LICENSE NO.A:R95310
0
1543 MAIN ST .
41"
ATLAP TIC BEACH FLORIDA 32233 i 21 0
4-j
-e b-C,
kL
IE-,
A
j*Sopfi
0
Cn
PROJECT TEAM
C C
ARCHITECT m
JASON T. CANNING E
904-755-5589 &-
0
E
0
CERTIFIED GENERAL
CONTRACTOR C:
CURT McDONALD m
3 RIVERS CONSTRUCTION C:
3riverscs@gmaii.com -0
SYMBOLS LEGEND APPLICABLE COD ZS PROJECT NARRATIVE --SHEET INDEX Q)
0-
0
STANDARD DRAWING TITLE
2014 FLORIDA BUILDING CODE: 5th EDITION: EUILDING
-SCkLE-.. %11 *1-*If PROJECT CONSISTS OF ADDING A NEW STAIR WELL AND ARCHITECTURAL 0
2014 FLORIDA BUILDING CODE: 5th EDITION: EXISTING BUILDING CHAIRLIFT TO ACCESS AN EXISTING 2nd FLOOR. NO NEW (D
.......................... SHEEi PROJECT INFORMATION
SECT �4t�rtETAIL PLUMBING OR MECHANICAL SYSTEMS WILL BE INSTALLED. G1.0 COVER
x IDENTIFICATION NUMBER - 2011 NATIONAL ELECTRICAL CODE ELECTRICAL SYSTEM WILL BE A MODIFICATION OF EXISTING
VIEW x SYSTEMS AND WILL BE MODIFIED IN THE FIELD BY A LICENSED A1.0 LIFE SAFETY PLAN / CODE SUMMARY DETAILS 2
SECTION PLATE NUMBER ON CONTRACTOR. 0-
WHICH SECTION OR - FLORIDA FIRE PREVENTION CODE: 5th EDITION, BASED ON NFPA1 , A1.1 1 st & 2nd FL06R PLANS (2
DETAIL IS DRAWN
FIRE CODE, 2012 EDITION & NFPA 101 LIFE SAFETY CODE, 2012 EDITION A1.2 ENLARGED F�'OOR PLAN -0
SECTION DETAIL SYMBOL 0
B
B A2.0 BUILDING SE�TION & DETAILS DATE ISSUE
EL: 0'-0" 10 JUNE 2016 REVIEW 0
IDENTIFICATION
ELEVATION TARGET 14 JUN 2016 PERMIT
x LETTER WHERE 4"
D X.X ELEVATION IS TAKEN REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC'SEACH
C LINE 1 SEE PERMITS FOR ADDITIONAL cu
LINE 2 REQUIREMENTS AND CONDITIONS 0)
C:
ELEVATION SYMBOL AREA SYMBOL -&JAS=IDAM.3
REVIEWED BY.-,
Cn
z
0 0
CN 4"
0 CY)
LL
STANDARD ABBREVIATIONS VICINITY MAP z 1-- F- < <
z wo wm IZ-
NOT TO SCALE w w Ix .0)
ALUM ALUMINUM FL FLOOR
2 0 w 0
...........
17
W 0
(0 LL
ARCH ARCHITECTURAL FT FOOT, FEET
>
co
0
Z 3f
ACT ACOUSTIC CEILING TILE GL GLASS
.... .....
0� z
"iM
w
GYPSUM WALL BOARD
BD GB
BOARD
............ W
LU
2,
>
BLDG BUILDING HT HEIGHT MIAMI`
LO
CLG CEILING HR HOUR
z
z'g
z z
w (D
COL COLUMN HW HARDWARE
w
INT <
INTERIOR
CONCRETE A P VNIM
CONC V 41$10
—j
0
JOINT
JT
CONST CONSTRUCTION
U)
A
LB
11,51
CPT CARPET POUNDS
CT CERAMIC TILE MAINT MAINTENANCE p
m 1-111 CL
�0 'N' 11
DTL DETAIL MAX MAXIMUM x
g
(D
DIA DIAMETER MECH MECHANICAL
DIM DIMENSION MTL METAL
PROJECT NO: 1624
DN DOWN MIN MINIMUM
"Int
DRAWN BY: DS
DWG DRAWING LA
misc MISCEL NEOUS
CHECKED BY: JTC
'EN
EA EACH ms MARBLE SADDLE
SHEET NO:
N/A NOT APPLICABLE C:
EL ELEVATION
C:
plimi
fllh
EQUIP EQUIPMENT NIC NOT IN CONTRACT
EXIST EXISTING NO NUMBER
41 `P! 11,1111,1111111
FLOOR DRAIN
F D
OC ON CENTER
g,
-,w smi
FIN WD WOOD
..........
FINISH SHEET 0
2 4 5
TENAI T IMPROVEMENT FOR
T F� r*s� N I C (D
U
x
0(zt
2 4 5
JASON CANNING
ARCHITECTURE PLANNING INTERIORS
1812 Atlantic Blvd.
Jacksonville. Florida 32207
1 2 3 4 5 6 7 8 9 10 0: 904.647.8690
C: 904.755.5589
CODE SUMMARY F: 904.406.7227
jason@canningarch.com
1. USE AND OCCUPANCY CLASSIFICATION (FBC—B: Chapter 3)
Cn
STORAGE: Group S-2/ BUSINESS: Group B (Boat parts storage) C:
0
D 2. ALLOWABLE BUILDING HEIGHTS AND AREAS (FBC—B: Chapter 5) D PROJECT ARCHITECT' 0
a
Gross Building Area: 13,117 SF JA ON T. CANNING C:
No. of Stories Allowed: 3
No. of Stories Provided: 2
Maximum Sq Ft Allowed: 26,000 sf 0
Max Building Height: 55'
Cn
lip 0
16 4" 36 Building Height: 21'-6"
N,
91 E
No. of units per floor: N/A
Mezzanine: No
F F
JL
CL
3. CONSTRUCTION TYPE FBC—B, Chapter 6
Type 11113 — EXISTING (FBC—B: Table 601) Sprinklered FLORIDA LICENSE NG.A I R95310
C:
4. FLORIDA BUILDING CODE: ACCESSIBILITY
ADA Compliant: Yes 100%
0
5. FIRE RESISTANCE — FBC—B, Chapters 4 & 7 4-a
E I
Intirior Wall and Ceiling Finish by Occupancy (Table 803.9)
Group S-2/13: Sprinklered
Exit Passage: B finish
0
Corridors: C finish (lobby areas shall not be less than Class B materials)
4-a
Rooms enclosed space: C finish IL"^_FT11 *_;1111'-"1, C
U
STORAGE 12061,, 6. MEANS OF EGRESS FBC—B, Chapter 10
TOTAL OCCUPANT LOAD 61 (Table 1004.1.1) >
NE N SERVICE FrCE,
EWC(EXIST) Sl�K OFFICE BUSINESS AREAS: 100 Gross = 6 0
WAREHOUSE (STORAGE) : 500 Gross = 16 cr)
01 N E W EYEWASH F� Egress Width per Occupant Served: 0.2" per Occupant 5" (Section 1005) _N"
--=. 0 Spaces with one means of egress: (Table 1015.1) Max. Load = 49 PROJECT TEAM,
C OFFICE OFFICE Max. Travel Distance to an Exit M: 300 Feet with Sprinkler System (Table C
E
T. T- q A 205 1 1016.1) C:
0 HALL (D Section 1021 Min. number of Exits: 2 C:
HALL ARCHITECT
STAIRS 7. AUTOMATIC SPRINKLER SYSTEMS — FBC—B, 903 JASON T. CANNING
F-2-0-3-1 OFFICE EXISTING SPRINKLER SYSTEM IS IN PLACE 904-755-5589
L 1 0
HALL 8. PLUMBING FIXTURE — FBC—P, Chapter 4 41"
41 JA CU
4=p V !i E
T �7T 'V I ) Minimum Number of Required Plumbing Fixtures (FBC—P: Table 403.1)
it B Fixtures Required Bases on Total Occupancy: 22 persons CERTIFIED GENERAL 42
7(C,2' 2 5 3 6C) 50% M/FM = 11 Persons >%
Water Closets: Male/Female 1:25 = 1 M 1 FM, 1 M/1 FM Provided (FBC—P: CONTRACTOR C:
PROVIDE TACTILE EXI- DOOR 403.1) CURT McDONALD cc
SIGNAGE READINC "EXIT" Lavatories: Male/Female 1:40 = 1 M / 1 FM, 1M/1FM Provided 3 RIVERS CONSTRUCTION C:
3riverscs@gmail.com
Drinking Foontain: 1 Required, 1 Provided (Existing)
Service Sink: -11 Required, 1 Provided (D
Shower (Emergency Eyewash): 1 Required, 1 Provided CL
0
NOTE:
1. EXSTING ACCESSIBLE PARKING SPACES AND RAMPS ARE IN
LIFE SAFETY PLAN PLACE. THE SIDEWALK IS FLUSH WITH THE FLOOR LEVEL OF THE
INTERIOR SPACE AND THE THRESHOLD DOES NOT EXCEED THE (D
Z A1.0 SCALE: 3/32" 1'-0" 0
HEIGHT LIMIT.
2. NO LIGHT GUAGE METAL ROOF OR FLOOR SYSTEMS EXIST IN 2.
THIS BUILDING
APPROACH MINIMUM CLEARANCES
1. APPROACH REQUIREMENTS ARE FOR SWINGING DOORS ONLY
2. DIMENSIONS ARE MEASURED FROM FINISH SURFACES -0
LIFE SAFETY LEGEND DATE ISSUE -11."
0
FRONTAPPROACH HINGE—SIDE APPROACH DESIGNATED EXIT 10 JUNE 2016-' REVIEW
NOTE: X=12" IF DOOR HAS BOTH NOTE: X=36" MIN IF Y=60" NOTE: Y=48" MIN IF DOOR HAS BOTH 14 JUN 2016 PERMIT
A CLOSER AND A LATCH X=42" MIN IF Y=54" A CLOSER AND A LATCH
PULL SID PUSH SID (9 i., EXIT SIGN
-PULL SIDE PUSH SIDE C:
11.........................
X 229' .................................................111:�31�30' EXIT PATH AND TRAVEL DISTANCE
MIN 0 FEB FIRE EXTINGUISHER BRACKET
Z
C) 181P
00 — X
C,4 Z
MIN"- -4-
1 1 NO. OF OCCUPANTS/ EXIT WIDTH Cn
j% I T C3O 6 36 1 co
REQ'D. (IN.)/ EXIT WIDTH PROVIDED (IN.) CY)
CN 0
M 130 1 Z 4-1
0 CY) <
U_ Cn
MEMO 1 HR. FIRE RATED PARTITION < J 10� 4_4
LATCH—SIDE APPROACH Z LLJ < _C
CY)
MOUNT AT 4' TO 5' A.F.F. W W IX
NOTE: Y=54" MIN IF DOOR NOTE: Y=48" MIN IF DOOR 2 X 0 U)
OCCUPANCY LOAD W F- _j
HAS A CLOSER HAS A CLOSER > U) LL
0
PULL SIDE PUSH SIDE Z 3f LLJ
IX LL U) F-
< U)
Co EMERGENCY LIGHT W
<
X W
X91 N to CENTERED ON 00
24 Z M0
X 18 TACTILE Z LO
oo � 4 T_
24" MIN > MIN. CHARACTERS EXIT SIGN/ EMERGENCY COMBO < W 0
Z Z LL
MIN W
<
_j
Cn
TACTILE EXIT SIGN
A A
CL
X
PROJECT NO: 1624
DRAWN BY: DS
CHEC -C
KED BY: JTC
SHEET NO:
C:
SHEET 0
CAI
2 4 5
2 \3 4 5
7
JASON CANNING
ARCHITECTURE PLANNING INTERIORS
1812 Atlantic Blvd.
Jacksonville, Florida 32207
0: 904.647.8690
C: 904.755.5589
F: 904.406.7227
225'-0 jason@ca-nningarch.com 4-j
C:
a)
U)
0
D D PROJECT ARCHITECT
F JL JL JL JL JASON T. CANNING
C:
EXISTING 0
EXISTING 1 HOUR RATED
ROLL UP DOOR WALL
TYP.
2nd FLOO CD
J- 169-3 3/4" FOR FLOOR
SYSTEM DETAIL
14 9-0 of C:
SEE FLORIDA LtCEWSN""6.AR9531 0
C:
LANDING AT 2nd m
LEVEL -4"
NEW EYEWASH -0
0
NEW SERVICE _6
SINK, SEE 2/A1.3 co
1 LANDING ABOVE
EWC(EXIST)
0
]VE I'M,
R
-C
U El NEW STAIRS
EXISTING
R,
RE TROOMS 0 >
0
(n
STAIRS 4"
NEW CHAIR-
LIFT INSTALLED PER
MANUFACTURERS 00 PROJECT TEAM 3�
C SPECIFICATIONS 100 C
LI
B
C:
ARCHITECT m
— — — — — — — -J GC SHALL VERIF E
25'-o" Typ. DRAFT STOP JASON T. CANNING
PROTECTION 904-755-5589 0
2 3 4 5 6 67 8 9
(D E
140—
CERTIFIED GENERAL >%
CONTRACTOR C:
CURT McDONALD
3 RIVERS CONSTRUCTION
SCALE: 3/32"=V-011 3riverscs@gmaii.com
1 st FLOOR PLAN
F
0 Al.1 1 1 1-011 1
z
SCALE: 3/321 CL
0 101 20@ 30' 0
0
2
0
B -$`dda
B , DATE ISSUE -*-a
EXISTING 0
1 HO JR RATED NEW 1-1/2"THICK FLOOR 10 JUNE 2016 REVIEW C:
WALL--��� 59P-7 3/41' TOPPING MIXTURE OVER 14 JUN 2016 PERMIT
BUILDING PAPER
01 -4"
CONSTRUCTION NOTES EXISTING 3/4"PLYWOOD
1. ALL DESIGN. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE NEW I HOUR RATED EXISTING 2nd FLOOR. GC TO VERIFY EXISTING SUBFLOOR C:
CODES AND AUTHORITIES HAVING JURWICTION OVER THE WORK. WALL, SEE 60' 14 1-0" WALL AND UPGRADE TO I HOUR AS PER UL#U309
2. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE n?ICAL DETAILS EXISTING 2X10 WOOD
FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS u JOISTS
NOTED OTHERWISE ON THE PLANS. 201
200 m
3. DIMENSIONS ARE TO FACE OF STRUCTURAL FRMING, UNLESS OTHERWISE NOTED. OFFICE ',S--1/2"THICK ACOUSTIC U)
LANDING z
4. DO NOT SCALE DRAVANGS. WHERE NO DIMENSIONS, OR DWREPANCIES OCCUR, VERIFY OFFICE 206 CD 2� MATERIAL
CORRECT LOCATION WITH ARCHITECT PRIOR TO ERECTION, FABRICATION OR INSTALLATION. < W
F'�
5. PROVIDE PROPER SEPARATION BETWEEN ALL DISSIMILAR MATERIALS.
2 7 CY)
6. GC REQUIRED TO PATCH AND REPAIR ALL EXISTING AREAS EFFECTED BY NEW WORK. 04
CN 0
FINISH, COLOR, TEXTURE TO MATCH EXISTING. 204 0[ EXISTING ACOUSTIC TILE 0 CY) u)
2041 OFFICE LL
7. ARCHITECT IS NOT RESPONSIBLE FOR ANY UNFORSEEN CONDITIONS DISCOVERED ONCE OFFICE < 0
DEMOLITION BEGINS. 202 T. GC SHALL MODIFY FLOOR TO MEET FIRE Idd- �ddddd C)
1: z w 0
HALL RESISTANCE RATINGS PER UL DESIGN No. L209
8. THERE SHALL BE NO DEVIATIONS FROM ARCHITECTURAL DRAWINGS WMW WRITTEN w w
HALL 2 0 w 0 —j
APPROVAL OF THE ARCHITECT. STAIRS 203 205 208 W (dd) �ddddd LL uj
9. BLOCKING IN PARTITIONS SHALL BE PROVIDED IN ALL AREAS WHERE RMUM. WHICH FLOOR DETAIL > z c/) LL 0
WILL INCLUDE, BUT IS NOT LIMITED TO, OPEN AND CLOSED SHELVING, COiq POLES AND OFFICE SCALE: 3/411 1 1-011 0 a: z Df a
SHELVES, CABINETRY, TENANT SUPPLIED WALL MOUNTED FURNITURE SYSTEMS5% COUNTERS, of Z
CL u d< u Cn
GRAB BARS, FIXTURES OF ANY KIND, AND MOLDINGS/`TRIM. HALL Lu 2 d< 0 (3)
10. GC SHALL PROVIDE AND INSTALL ALL PARTITIONS TO MEET APPLICABLE BUILDING CODE Ce) LLJ
REGULATIONS AND AS DESIGNATED ON DRAWINGS BY THE ARCHITECT. 10, Im L) uj
z (dd) w F-
11. GC TO VERIFY ALL DIMENSIONS IN THE FIELD. C/)
�ddddd
(n 0 (3)
z z
12. DIMIENSIONS NOTED AS "CLEAR" SHALL BE FROM FINISHED FACE TO FIMSHED FACE. w OZ5 z
13. FINISHED DOOR OPENINGS IN ALL PARTITIONS SHALL BE SET 4-m FROM ADJACENT U)
PERPENDICULAR PARTITION UNLESS OTHERWISE NOTED. 6 7 8 9 A �-dddddd (n
A 14. CONTRACTOR SIAALL BE RESPONSIBLE FOR PREPARATION OF DOSTING WALL SURFACES
TO RECEIVE NEW FINISHES AS SCHEDULED.
15. GC M FIELD VERIFY EXISTING WATER, SLINER AND ELECTRICAL SERVICES AND CONNECT LL x
AS REQUIRED.
2nd FLOOR PLAN PROJECT NO: 1624 -0
2 DRAWN BY: DS 2?
A1.1) SCALE: 3/3211 1 1-011 W
z CHECKED BY: JTC —C
CD
SHEET NO:
0
HEET 0
2 A
4 5
JASON CANNING
ARCHITECTURE PLANNING INTERIORS
1812 Atlantic Blvd.
Jacksonville, Florida 32207
0: 904.647.8690
C: 904.755.5589
F.- 904.406.7227
jason@canningarch.com
Cn
0
PROJECT ARCHITECT
J��P-N T. CANNING
1/4'p 130-809
8 17 TREADS @ 10
u J*
1 (2)2X6 POST AT BEAM TO WALL CONNECTION. FASTEN PLIES V-11 --EXISTING 1 HR WALL
J- TOGETHER WITH (2) ROWS OF 10d NAILS AT 12"O.C.STAGGERED
(n
C/)
I low/owl I I I I I I I I I I I I I I I 1 1111111111111114 1 1 1 1 1
3�*68
(D
CL
C:
u P FLORIDA-LIGEOS NO:AR95310
C:
0
0 . 11 El 0 0 E] 11 E] E] 11 D 0 D El 0 0 0 0 0 0 0
F
L GUARD RAIL
0
t
(2)LAYERS OF 1.25"O.D. MIN.TO 2"
3.5"GUARD RAIL
V
3/4"PLYWOOD, O.D. MAX. HANDRAIL
TYP. POST
(D
>
0
Cn
�A2.0) PROJECT TEAM,
C
==I 1117
2X6 FLOOR JOISTS C:
AT 16"O.C. ARCHITECT m
VERIFY OPENING AT JASON T. CANNING E
INSTALLATION WITH 904-755-5589 L-
CHAIR LIFT LOBBY 0
m r i--: CERTIFIED GENERAL 40-
CONTRACTOR >%
C:
CURT McDONALD co
6 3 RIVERS CONSTRUCTION
3riverscs@gmail.com
(D
(3)2X1 0 BEAM. FASTEN PLIES TOGETHER FROM EACH C-)
SIDE WITH (2) ROWS OF 10d NAILS AT 12"O.C. NEW 1 HR WALL,SEE L-
9t-3" STAGGERED. FASTEN BEAM TO WALL WITH HU 4.7519 1/A2.0 0
TRIPLE STUD AT BEAM TO
WALL CONNECTION
L)
=3
2
ENLARGED PLAN
N RT A1.2 SCALE: 1/2" 11'-011
B
0
B 4-j
B DATE ISS5E -#--a
0
10 JUNE 2016 REVIEW C:
14 JUN 2016 PERMIT .(n
-0
CY)
-0
Cn
CY)
CY)
0 0 CY) z -4"
LL < >- U)
F- mj 4"
z W -C
W W
2 IX 0 Z> U)
W F- -j —i
> U) LL 2
< -C
0 Z 3f W #-a
W < (.) LL C/)
Lu 2 < < W
cle) W W C)
F- It 00
z LO (.) 0
W 0 U)
LL
z z 0
W < _j
F- -j
U)
< U)
x
PROJECT NO: 1624
DRAWN BY: DS
CHECKED BY: JTC -C
Cm
SHEET NO:
HEET 0
(n
Cu
2
JASON CANNING
ARCHITECTURE PLANNING INTERIORS
1812 Atlantic Blvd.
Jacksonville, Florida 32207
0: 904.647.8690
C: 904.755.5589
F: 904.406.7227
CEILING PLAN NOTES jason@canningarch.com
C:
A. IF A DISCREPANCY OCCURS BETWEEN FIXTURES AND LOCATIONS ON
ARCHITECTS DWGS, THE GC SHALL NOTIFY ARCHITECT FOR CLARIFICATION. C:
0
D PROJECT ARCHITECT
B. ALIGN ALL THERMOSTATS VERTICALLY ABOVE LIGHT SWITCHES 5'-4" AFF. JASPN T
COORDINATE WITH MECH CONTRACTOR. IF THERMOSTAT OCCURS WHERE NO CANNING C:
/;�' cu
LIGHT SWITCHES OCCUR, COORDINATE LOCATION WITH ARCHITECT.
-73
qI T C. WHEN MORE THAN ONE LIGHT SWITCH OCCURS IN ONE LOCATION, GANG 0
SWITCHES TOGETHER WITH A COMMON SWITCH COVER PLATE. U)
D. THE GENERAL AND ELECTRICAL CONTRACTORS SHALL CHECK ALL CEILING
UP HEIGHTS AND CEILING PLENUM CONDITIONS FOR CLEARANCE OF DUCT WORK,
LIGHTING, AND OTHER OBSTRUCTIONS TO INSURE THE FINISHED CEILING HEIGHT
0.
SHOWN ON ARCHITECTS DRAWINGS. ANY DISCREPANCY SHALL BE BROUGHT TO .......
a a Da 13 13 13 13 13 0 0 0 0 0 0 0 0 0 0 D 0 13 0 13 0 1 e-: - ,
00-0 a 0 THE ARCHITECTS ATTENTION PRIOR TO COMMENCEMENT OF WORK. %, C:
I FLORIDA LICP-NSE No.AR9531 0
SUSPEND FROM EXISTING REMOVE EXISTING METAL HALIDE E. LIGHT SWITCHES TO BE 48" AFF TO CENTER LINE AND LOCATED A MAXIMUM C:
13 BUILDING STEEL TYP. FIXTURES AND ATTACH NEW
13 FIXTURES AT EXISTING CIRCUIT OF 6" FROM KNOB SIDE OF DOOR FRAME OR A MAXIMUM OF 6" FROM OPEN
0 EDGE OF DOOR UON.
0
OPEN TO 4-0
STRUCTURE F. MECHANICAL AND ELECTRICAL DESIGN AND CONSTRUCTION TO BE PERFORMED
BY A LICENSED ELEC AND HVAC CONTRACTOR.
G. GC TO VERIFY ELECTRICAL REQUIREMENTS WITH OWNER. 0
LOBBY H. ALL LIGHTS IN KITCHEN AREA MUST BE SHIELDED.
6
T77
0
(n
4_4
M ELECTRICAL SYMBOLS LEGEND
LIGHTING PLAN
0 A1.3 PROJECT TEAM 3:
;z SCALE: 1/4" V-0" C
B
C
2X2 LIGHT FIXTURE C
ARCHITECT m
E
JASON T. CANNING
904-755-5589 0
-1-4
1X1 LIGHT FIXTURE m I
E
42
CERTIFIED GENERAL
CONTRACTOR C:
V_� TRACK LIGHTING W/ LED CURT McDONALD cu
3 RIVERS CONSTRUCTION C:
3riverscs@gmaiLI.COM
EXIT SIGN
CL
0
RECESSED DOWN LIGHT 0
0
EXISTING AAV
EMERGENCY LIGHT
DUPLEX OUTLET 2
o-
42f' 2
DUPLEX OUTLET (42 AFF) (D
0
2" B _f_j
SWI TCH DATE ISSU -4-4
0
EXISTING 10 JUNE 2016 REVIEW
2"
LEGEND
2 EVWC 14 JUN 2016 PERMIT C/)
00, PHONE
SERVICE CONNECTTO VENT
�11'1�ICE EXISTING DRAIN
SINK PIPING WASTE 60- DATA / INTERNET C:
cu
SANITARY AND VENT RISER DIAGRAM EXIT SIGN EMERGENCY COMBO
m
�A`1.3) NTS I—
CIO
CY)
CN .0
0 CY)
LL z
F- <
z w < -C
w w j .0)
2 0 w 0
LLj () F- _j
> U) LL
0 Z -C
z f-4
w m - 7: z
0 < Cn
13- ui � a)
2__j II.- m w >
F- llq�
Lf)
z U)
< F-
z z
<
_j
Cn
(n
A
x
(D
PROJECT NO: 1624
DRAWN BY: DS
0044
CHECKED BY: JTC
SHEET NO:
C:
Al N3
H E LE T _j 0
Cn
4
5
JASON CANNING
ARCHITECTURE PLANNING INTERIORS
1812 Atlantic Blvd.
Jacksonville, Florida 32207
0: 904.647.8690
C: 904.755.5589
F: 904.406.7227
jason@canningarch.com 4j
C:
(D
............
..................
0
PROJECT ARCHITECT
D
JASONly.tANNING
FIR T C
2X6 TOP PLATE
0
U)
U)
E
FIBERGLASS BATT
CL
I-NSULATION
2X6 WALL STUD @ C:
EXISTING BUILDING FLORIDA LICENSE NO.AR95310
16"O.C. C:
STEEL co
4-0
5/8"TYPE"X"GYP.BD.
BOTH SIDES
3.5"GUARD RAIL
2X6 TOP&BOTTO POST >
PLATE
0
C/)
4"
GUARD RAIL
,��N 2ND FLOOR PROJECT TEAM
T EL 91-911 1.25"O.D. MIN.TO 2" C
O.D. MAX. HANDRAIL
2X8 LEDGER FASTENED TO'
WALL WITH(2)ROWS OF 1/4"X3" ARCH ITEC I E
LAG BOLTS AND WASHERS AT JASON T. CANNING
F
EACH VERTICAL STUD (2)LAYERS OF 904-755-5589 0
3/4" PLYWOOD,
TYP. 2X6 FLOOR
SIMPSON LU28 JOISTS AT 1611 O.C.
(3)2X10 BEAM E
JOIST HANGAR,TYP.
CERTIFIED GENERAL
CONTRACTOR C:
CURT McDONALD
3 RIVERS CONSTRUCTION C:
CK
3dverscs@gmail.com
1 HOUR RATED WALL
AS PER UL#U3
CL
5/8"GYP.BD.BOTH 0
SIDES U
0
X 6"BOLTS _!j
(2) 1/2
2X6 P NUTS AND WASHERS,
BOTTOM PLATE 2X6 STUDS AT TYP.
16"O.C.TYP.
PT 2X4 BASE,TYP. 2
J 1 ST FLOOR CL
EL: 0'-0" 'T
-=moo
-0
DATE ISSUE 4"
B 0
BUILDING SECTION- 10 JUNE 2016 REVIEW C=
to 11-011 14 JUN 2016 PERMIT U)
�'o SCALE: 1/2
_0
0)
4 11O.C. Cn
MAX. Cn 06
04 0
0 (y) z
LL
< 0
F_
z w
III III Cy)
2 0 w 0 U)
LLJ () I-- _j w a)
> U) LL
0 _Zr Z_ 3f U)
Ix () < (.) U)
w 2 < Lu
III
3.5"GUARD RAIL POST cr) Z
z LO
2X1 2 STRINGERS—--,, T– C/)
< F_ j
it WOOD STAIR TREAD z z
<
<
WOOD RISER
4' A
CL
x
11 1/4
PROJECT NO: 1624 -0
DRAWN BY: DS
STAIR DETAIL CHECKEDBY: JTC
of 9-011
SHEET NO:
HEET 0
5
2 4
JASON CANNING
ARCHITECTURE PLANNING INTERIORS
1812 Atlantic Blvd.
Jacksonville, Florida 32207
0: 904.647.8690
C: 904.755.5589
F: 904.406.7227
jason@canningarch.com
c:
(D
0
p
ROJEQ
AR CT
A
0
E
c:
FLORIDA LICENSE NO.'AR95310
0
1543 MAI ST .
M
0
ATL, NTIC BEACH FLORIDA 32233
00, 31 -1. .... .............
4-j
ul
L
(D
0
cu
PROJECT TEAM
c c
ARCHITECT m
JASON T. CANNING E
904-755-5589 t—
o
4-a
cu
E
CERTIFIED GENERAL
CONTRACTOR
CURT McDONALD m
3 RIVERS CONSTRUCTION
riverscs gmai .com
SYMBOLS LEGEND APPLICABLE C DDES PROJECT NARRATIVE SHEET INDEX
CL
0
STANDARD DRAWING TITLE 2014 FLORIDA BUILDING CODE: 5th EDITION: BUILDING
0
SCALE: */*I$ = *1-*Il PROJECT CONSISTS OF ADDING A NEW STAIR WELL AND ARCHITECT AL
2014 FLORIDA BUILDING CODE: 5th EDITION: EXISTING BUILDING CHAIRLIFT TO ACCESS AN EXISTING 2nd FLOOR. NO NEW (D
SECTION OR DETAIL PLUMBING OR MECHANICAL SYSTEMS WILL BE INSTALLED. G1.0 COVER SHEE� / PROJECT INFORMATION
IDENTIFICATION NUMBER ELECTRICAL SYSTEM WILL BE A MODIFICATION OF EXISTING
x - 2011 NATIONAL ELECTRICAL CODE A1.0 LIFE SAFETY'PLAN / CODE SUMMARY DETAILS 0
VIEW SYSTEMS AND WILL BE MODIFIED IN THE FIELD BY A LICENSED
SECTION x PLATE NUMBER ON CONTRACTOR. 0-
- FLORIDA FIRE PREVENTION CODE: 5th EDITION, BASED ON NFPA1 , A1.1 1 st & 2nd FLOOR PLANS 2
WHICH SECTION OR I (D
DETAIL IS DRAWN FIRE CODE, 2012 EDITION & NFPA 101 LII-E SAFETY CODE, 2012 EDITION A1.2 ENLARGED FLOOR PLAN -0
SECTION DETAIL SYMBOL -0
B A2.0 BUILDING SECTION & DETAILS DATE ISS5 -4--j
*EL: 0'-0" 0
A 10 JUNE 2016 REVIEW c
IDENTIFICATION ELEVATION TARGET 14 JUN 2016 PERMIT cf)
x LETTER WHERE
D x.x ELEVATION IS TAKEN 70
c LINE 1 0)
LINE 2 C=
ELEVATION SYMBOL AREA SYMBOL
m
co
co z
N 0 0
0
LL F
STANDARD ABBREVIATIONS VICINITY MAP <
z w 0
NOT TO SCALE w w w .0)
w,"y 2 0 of 0
FL - u
ALUMINUM
FLOOR
ALUM
W
C/) ILL
>
REVIEWED FOR CODE COMPLIANCE U)
'F11 1`1111111,11 111"11111,111"',1111,11"1111
ARCH ARCHITECTURAL FT FOOT, FEET
0
UL
t
ACT EILING TILE GL GLASS
ACOUSTIC C
CITY OF ATLANTIC BEACH
L) 0� Z cn
Lu
ON AL
BD BOARD G13 GYPSUM WALL BOARD SEE PERMITS FOR ADDITION
F-
.11$11"��1'111 P'll 111,11 0",
HT HEIGHT m,"pp REQUIREMENTS AND CONDITIONS
LO
z
0
REVIEWED f3t.
U (D
BLDG BUILDING
>
gtzit,'m
CLG CEILING HR HOUR
w
ffil z
z
HW HARDWARE
COL COL MN
iffi
CONC CONCRETE INTERIOR
INT <
..............
fi -j
cn
CONST CONSTRUCTION 43,
JT JOINT
<
-gp
LB POUNDS
CARPET
CPT
I
CT CERAMIC TILE MAINT MAINTENANCE
�z
x
MAX MAXIMUM
DTL DETAIL ------
gmm"
gy
DIA DIAMETER MECH MECHANICAL
T.m
PROJECT NO: 1624
DIM DIMENSION MTL METAL
IIIN
I,
DRAWN BY: DS
'o"o
'0
DN DOWN MIN MINIMUM
�,g
v,
DWG DRAWING MISC MISCELLANEOUS
io;,,,,Iil"",��;mE
EA MS MARBLE SADDLE
EACH
'ple"w'111
m
N/A SHEET NO:
j
EL ELEVATION NOT APPLICABLE
j-
j ,;
EQUIP EQUIPMENT NIC NOT IN CONTRACT
01
EXIST EXISTING NO NUMBER cu
A
S
10
0,
FLOOR DRAIN Oc ON CENTER
FD
'-0
WD WOOD
FINISH ON
FIN SHEET 0
cn
2 4 5 cu 3
I 7ri
'J207
m
TEN NT IMPROVEMENT FOR
T E C N I C 0
N
V3 4 5
JASON CANNING
ARCHITECTURE PLANNING INTERIORS
1812 Atlantic Blvd.
Jacksonville, Florida 32207
0: 904.647.8690
4 5 7 9 10 C: 904.755.5589
CODESUMMARY F: 904.406.7227
jason@canningarch.com
(D
1. USE AND OCCUPANCY CLASSIFICATION (FBC-B: Chapter 3) Cn
STORAGE: Group S-2/ BUSINESS: Group B (Boat parts storage) 1=
0
D PROJECT ARCHITECT
D 2. ALLOWABLE BUILDING HEIGHTS AND AREAS (FBC-B: Chapter 5)
Gross Building Area: 13,117 SF JASQN-71V CANN ING C:
No. of Stories Allowed: 3
C:
No. of Stories Provided: 2
0
Maximum Sq Ft Allowed: 26,000 sf I0 —
W
Max Building Height: 55'
I Cl)
Building Height: 21'-6
It No. of units per floor: N/A E
16 4 36
A Mezzanine: No (D
J. JL CL
JL IF= 3. CONSTRUCTION TYPE - FBC-B, Chapter 6 CY)
Type IIIB - EXISTING (FBC-B: Table 601) Spriinklered FLORIDA LiCENSr= NO.AR95310 C:
4. FLORIDA BUILDING CODE: ACCESSIBILITY
ADA Compliant: Yes 100%
0
5. FIRE RESISTANCE - FBC-B, Chapters 4 & 7
12
Intirior Wall and Ceiling Finish by Occupancy (Table 803.9)
Group S-2/13: Sprinklered
Exit Passage: B finish 0
Inm
Corridors: C finish (lobby areas shall not be less than Class B materials)
M
ykes
C
Rooms enclosed space: C finish L ....... ...
U 6. MEANS OF EGRESS FBC-B, Chapter 10
1-20-61, TOTAL OCCUPANT LOAD 61 (Table 1004.1.1) >
STORAGE W
NEW SERVICE BUSINESS AREAS: 100 Gross = 6 0
Cn
EWC(EXIST) S114K OFFICE (D WAREHOUSE (STORAGE) : 500 Gross = 16
NE:_W EYEWASH Egress Width per Occupant Served: 0.2" per Occupant 5" (Section 1005) PROJECT TEAM
F F71 ct Spaces with one means of egress: (Table 1015.1) Max. Load = 49 C
F2 OFFICE Max. Travel Distance to an Exit M: 300 Feet with Sprinkler System (Table
OFFICE C:
C T. T. 1 2057 1016.1)
\ — T- q LL (D C
cc HALL (D 'HA Section 1021 Min. number of Exits: 2 ARCHITECT co
7. AUTOMATIC SPRINKLER SYSTEMS - FBC-B, 903 JASON T. CANNING E
STAIRS EXISTING SPRINKLER SYSTEM IS IN PLACE 904-755-5589 1-
OFFICE 0
HALL 8. PLUMBING FIXTURE - FBC-P, Chapter 4
0
E
4c:p Minimum NuMber of Required Plumbing Fixtures (FBC-P: Table 403.1)
T T V ---71 — I
T T B Fixtures Required Bases on Total Occupancy: 22 persons CERTIFIED GENERAL
50% M/FM = 11 Persons CONTRACTOR C:
C22 5 36 Water Closets: Male/Female 1:25 = 1 M / 1 FM, 1M/1FM Provided (FBC-P: CURT McDONALD CU
PROVIDE TACTILE EX T DOOR 403.1) 3 RIVERS CONSTRUCTION
SIGNAGE READIN'.7" ,"EXIT" Lavatories: Male/Female 1:40 = 1 M / 1 FM, 1M/1FM Provided 3riverscs@gmall.com
Drinking Fountain: 1 Required, 1 Provided (Existing)
Service Sink: 1 Required, 1 Provided
CL
Shower (Emergency Eyewash): 1 Required, 1 Provided 0
NOTE: 0
1. EXIE)I INGACCESSIBLE PARKING SPACES AND RAMPS ARE IN _0
0 T3
T.
PLACE. THE SIDEWALK IS FLUSH WITH THE FLOOR LEVEL OF THE
LIFE SAFETY PLAN INTERIOR SPACE AND THE THRESHOLD DOES NOT EXCEED THE
1-0 SCALE: 3/32" 1 1-011 HEIGHT LIMIT.
2. NO LIGH�GUAGE METAL ROOF OR FLOOR SYSTEMS EXIST IN 2
THIS BUILDING CL
APPROACH MINIMUM CLEARANCES (D
1. APPROACH REQUIREMENTS ARE FOR SWINGING DOORS ONLY .0
0
2. DIMENSIONS ARE MEASURED FROM FINISH SURFACES B -0-i
LIFE SAFETY LEGEND DATE ISSUE _f-a
.B 0
FRONT APPROACH HINGE—SIDE APPROACH 10 JUNE 2016 REVIEW C:
0 0 � DESIGNATED EXIT 14 JUN 2016 PERMIT 0
NOTE: X=12" IF DOOR HAS BOTH NOTE: X=36" MIN IF Y=60" NOTE: Y=48" MIN IF DOOR HAS BOTH
A CLOSER AND A LATCH X=42" MIN IF Y=54" A CLOSER AND A LATCH _0
(9 EXIT SIGN
PULL SIDE PUSH SID PULL SIDE PUSH SID
X ---<j� EXIT PATH AND TRAVEL DISTANCE
22"
MIN
0 FEB FIRE EXTINGUISHER BRACKET (Tj
Z I I- L_
C) 1811 X
00 Z
MIN
301 6 1 36 NO. OF OCCUPANTS/ EXIT WIDTH Cn
REQ'D. (IN.)/ EXIT WIDTH PROVIDED (IN.) co 4-1
CN
(N 0
0 CIO Z
U-
1 HR. FIRE RATED PARTITION �_ < =J
Z W 0
LATCH—SIDE APPROACH W FX
W
MOUNT AT 4' TO 5' A.F.F. 0 W_ 0
NOTE: Y=54" MIN IF DOOR NOTE: Y=48" MIN IF DOOR LU F- _j
HAS A CLOSER HAS A CLOSER OCCUPANCY LOAD > U) LL -C
0 W -4--J
W LL W
PULL SIDE PUSH SIDE 440
EMERGENCY LIGHT a. Ljj
W C)
V)
X '41
is —1 a CENTERED ON LO 0 W
24 18, TACTI LE Z UJ 0 U)
Z X EXIT SIGN/ EMERGENCY COMBO < F_ W
>_ 00 MIN MIN. CHARACTERS Z Z LL
24 W < L)
MIN _j
V)
TACTI LE EXIT SIGN A
A
X
PROJECT NO: 1624
W
100 DRAWN BY: DS
CHECKED BY: JTC
CM
SHEET NO:
C
HEET 0
2 4 5
2 3 4 5
\7
JASON CANNING
CONSTRUCTION NOTES ARCHITECTURE PLANNING INTERIORS
1. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 1812 Atlantic Blvd.
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK.
Jacksonville, Florida 32207
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 0: 904.647.8690
NOTED OTHERWISE ON THE PLANS. C: 904.755.5589
3. DIMENSIONS ARE TO FACE OF STRUCTURAL FRAMING, UNLESS OTHERWISE NOTED. F: 904.406.7227
4. DO NOT SCALE DRAWINGS. WHERE NO DIMENSIONS, OR DISCREPANCIES OCCUR, VERIFY 225$-oil jason@canningarch.com c:
CORRECT LOCATION WITH ARCHRECT PRIOR TO ERECTION, FABRICATION OR INSTALLATION. 40
5. PROVIDE PROPER SEPARATION BErWEEN ALL DISSIMILAR MATERIALS.
c:
6. GC REQUIRED TO PATCH AND REPAIR ALL EXISTING AREAS EFFECTED By NEW WORK. 0
D FINISH, COLOR, TEXTURE TO MATCH EXISTING. D PROJECT ARCHITECT U
7. ARCHITECT IS NOT RESPONSIBLE FOR ANY UNFORSEEN CONDITIONS DISCOVERED ONCE F_ JL JL JL JL JL JASORT"CAt"
DEMOILITION BEGINS.
cc
8. THERE SHALL BE NO DEVIATIONS FROM ARCHITECTURAL DRAWINGS WITHOUT WRITTEN
c:
APPROVAL OF THE ARCHITECT.
9. BLOCKING IN PARTITIONS SHALL BE PROVIDED IN ALL AREAS WHERE REQUIRED, WHICH EXISTING
WILL INCLUDE, BUT IS NOT LIMITED TO, OPEN AND CLOSED SHELVING, COAT POLES AND EXISTING
SHELVE% CABINErRY, TENANT SUPPLIED WALL MOUNTED FURNITURE SYSI MS, COUNTERS, I HOUR RATED
ROLL UP DOOR
GRAB BARS, FIXTURES OF ANY KIND. AND MOLDINGS/TRIM. WALL
1 E
10. CC SHALL PROVIDE AND INSTALL ALL PARTITIONS TO MEET APPLICABLE BUILDING CODE Ti NEW 1 HOUR RATED
REGULATIONS AND AS DESIGNATED ON DRAWINGS BY THE ARCHITECT.
WALL, SEE 1/A2.0 2nd FLOO
11. GC TO, VERIFY ALL DIMENSIONS IN THE REW. 16'-3 3/4 FOR FLOOR 0)
12. DIMENSIONS NOTED AS "CLEAR" SK41 BE FROM FINISHED FACE TO FINISHED FACE 11—ofill SYSTEM DETAIL FLORIDA LICENSE NO.AR9531 0
13, FINISHED DOOR OPENINGS IN ALL PARTITIONS SHALL BE SET e FROM ADJACENT A1.2 14 Xf SEE
PERPENDICULAR PARTITION UNLESS OTHERWISE NOTED. LANDING AT 2nd
14. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF EXIs'nNG WALL SURFACES LEVEL
TO RECEIVE NEW FINISHES AS SCHEDULED. NEW EYEWASH
%
15. GC M FIELD VERIFY EXISTING WATER, SEWER AND ELECTRICAL SERVICES AND CONNECT NEW SERVICE Ln
AS REQUIRED. SINK, SEE 2/A1.3 1 4-
1 1 1
EWC(EXIST)
0
Ri
3
F ..
0 El NEW STAIRS
EXISTING >
RESTROOMS leis
0
�_EXISTING MTL DECK cn
NEW CHAIR----",/ STAIRS W
LIFT INSTALLED PER
FIRE SAFE SEAL VOIDS
MANUFACTURERS PROJECT TEAM ' 3:
c SPECIFICATIONS 100 c
100
R
d ---------
B
FIRESTOPPING ARCHITECT ca
E
_j GC SHALL VERIFJ JASON T. CANNING
25'-o" Typ. DRAFT STOP 1 1 904-755-5589
J*
PROTECTION 4"
m
2X6 WD STUDS AT ( 3 4 5 6 7 8 9
16"OC CERTIFIED GENERAL 40-
5/8"GB EACH SIDE CONTRACTOR c:
CURT McDONALD m
3 RIVERS CONSTRUCTION
3riverscs@gmall.com
ATTACH TO FLOOR WITH _0
FASTENERS @16"OC SCALE: 3/32"=V-011
1 st FLOOR PLAN
CONC SLAB FINISH AS SCALE: 3/32" V-011 0
SCHEDULED 0 10, 20' 30 0
0
1 HR RATED, NON LOAD BEARING STUD WALL
UL DESIGN NO:U309
PARTITION TYPE
A 2
SCALE: 3/4" V-011
B
B DATE ISSUE
EXISTING 0
1 HOUR RATED NEW 1-1/2"THICK FLOOR 10 JUNE 2016 REVIEW c:
WALL 59'-7 3/4" TOPPING MIXTURE OVER 14 JUN 2016 PERMIT w I
BUILDING PAPER 4-1
DOOR SCHEDULE 22 JULY 2016 REV-1
EXISTING 3/4"PLYWOOD
SUBFLOOR DOOR NO. SIZE MATERIAL REMARKS
NEW 1 HOUR RATED XISTING 2nd FLOOR. GC TO VERIFY EXISTING
WALL, SEE 1/A2.0 14 WALL AND UPGRADE TO 1 HOUR AS PER UL#U419 100 SX61-811 (EXIST) MTL
_�\ CD
-EXISTING 2X1 0 WOOD 100A 3'X6 —8 (NEW) MTL 60 MINUTE
201 u J I T 200 31W-811 (NEW) MTL 60 MINUTE
200 U)
NDING 12�1 OFFICI '_S__-1/2"THICK ACOUSTIC 201 3 X6 —8pp (EXIST) WOOD z
cn OFFICE 206 MATERIAL
c:) 202 3'X6)-8pp (EXIST) WOOD
%
203 3'X6)-8p' (EXIST) WOOD 4"
2 ------ CN 0
CN
12021 204 C( ����EXISTING ACOUSTIC TILE 204 SX61-8)1 (EXIST) WOOD 0 cn
LO OFFICE u-
< 0
OFFICE 205 SX6 —8 WOOD F_ 1-- 0
C) 4L(202) ol
Tz GC SHALL MODIFY FLOOR TO MEET FIRE p z w — 0
HALL RESISTANCE RATINGS PER UL DESIGN No. L209 206 3 X6 —8" (EXIST WOOD w w w
14'-9-5/8" MIN. GUARD WALL- I 1 11 2 0 w 0 w
HEIGHT, SEE GENESIS STAIRS 203 205 208 207 3lX6'-8)1 (EXIST) WOOD w 0 LL
VERTICAL PLATFORM LIFT HALL FLOOR DETAIL > z U) U_ 0 Jc
DRAWING NO.69892-AC-C 1 lf 1 1208 ISX69-81; (EXIST) IWOOD 0 _177 z :f 0 4--A
F2__03-1 OFFIC E SCALE: 3/4 1 -011 w Z 06
a- 0 < 0 cn
HALL NOTES: 2 w m < 0 U) W
'S m w
IRT w
PROVIDE THUMB TURN LOCKS ON THE INTERIOR OF ALL EXTERIOR DOORS F_ LO
z w
< F- U) 0
z z
w 06 z
F_
cn
A 7 8 9 A LO-)
CL
U. x
W
n >1
u PROJECT NO: 1624
2 2nd FLOOR PLAN DRAWN BY: DS
A1.1) SCALE: 3/3211 1 1-011 JUL 22 2016 CHECKED BY: JTC
SHEET NO:
HEET 0
2 4 5
\3
7
JASON CANNING
ARCHITECTURE PLANNING INTERIORS
1812 Atlantic Blvd.
Jacksonville, Florida 32207
0: 904.647.8690
C: 904.755.5589
F: 904.406.7227
jason@canningarch.com
0
PROJECT ARCHITECT
J.A§0)4*t CANNING
—ion
17 TREADS 0 10-1/4 139-81'
8
9: EXISTING 1 HR WALL
(2)2X6 POST AT BEAM TO WALL CONNECTION. FASTEN PLIES
TOGETHER WITH (2) ROWS OF 10d NAILS AT 12"O.C.STAGGERED
, 3L*6"
5�
(D
CL
0)
__0 UP FLORIDA LICENSE NO.AR95310
0
Zm 0 0 0 0 1:1 1:1 El 0 0 1:1 0 0 0 0 1-] 0 0 0 0 0 ON 0 0 10 0 0 0 0 0 0 0
F
0
L GUARD RAIL
0
(2)LAYERS OF---,,,, 0 L 1.25"O.D. MIN.TO 2" 3RIV . Jc
3.5"GUARD RAIL
3/4"PLYWOOD, 0 1b
O.D. MAX. HANDRAIL C,
Typ. POST
0
>
(D
0
0 0 Lo cn
_j 1 0 cu
F_
�A2.0) PROJECT TEA_
c C.
(D
C
2X6 FLOOR JOISTS c
AT 16"O.C. ARCHITECT m
VERIFY OPENING AT JASON T. CANNING E
F INSTALLATION WITH 9G4-755-5589 0
CHAIR LIFT LOBBY
cu
ri
CERTIFIED GENERAL 42
CONTRACTOR
CURT McDONALD
6 3 RIVERS CONSTRUCTION c:
t
3riverscs@gmail.com
(3)2X10 BEAM. FASTEN PLIES TOGETHER FROM EACH 0
SIDE WITH (2) ROWS OF 10d NAILS AT 12"O.C.
STAGGERED. FASTEN BEAM TO WALL WITH HU 4.75/9 NEW 1 HR WALL,SEE
90-3pp 6e\-. 1/A2.0 0
TRIPLE STUD AT BEAM TO
WALL CONNECTION
2
ENLARGED PLAN CL
NOR A
4TH SCALE: 1/211 11-011
(D
B -0
0
B B 4"
DATE Issu -4--J
0
10JUNE2016 REVIEW
14 JUN 2016 PERMIT
4"
c:
m
CD
c:
cu
L_
0
cy) :E
cy)
N 0
CN
cy)
LL
I-_ <
z w 9 Jc
w wx
2 0 0
W C) _j
> - U) LL
0 Z Jc
1: z 3f W D 4-j
0 U. cn
a. W
Uj
m w w 2!
qt
LO
z W 0 cn
z LL Q)
w z
F-
cn
x
PROJECT NO: 1624
DRAWN BY: DS
CHECKED BY: JTC
CD
lop) SHEET NO:
SHEET 0
cn
JASON CANNING
ARCHITECTURE PLANNING INTERIORS
1812 Atlantic Blvd.
Jacksonville,Florida 32207
0: 904.647.8690
C: 904.755.5589
F: 904.406.7227
CEILING PLAN NOTES jason@canningarch.com
A. IF A DISCREPANCY OCCURS BETWEEN FIXTURES AND LOCATIONS ON
ARCHITECTS DWGS, THE GC SHALL NOTIFY ARCHITECT FOR CLARIFICATION. C:
0
D PROJECT ARCHITECT
B. ALIGN ALL THERMOSTATS VERTICALLY ABOVE LIGHT SWITCHES 5 —4" AFF. JASON T. CANNING
COORDINATE WITH MECH CONTRACTOR. IF THERMOSTAT OCCURS WHERE NO C:
Cu
LIGHT SWITCHES OCCUR, COORDINATE LOCATION WITH ARCHITECT.
C:
C. WHEN MORE THAN ONE LIGHT SWITCH OCCURS IN ONE LOCATION, GANG 0
C%
SWITCHES TOGETHER WITH A COMMON SWITCH COVER PLATE.
D. THE GENERAL AND ELECTRICAL CONTRACTORS SHALL CHECK ALL CEILING
UP
HEIGHTS AND CEILING PLENUM CONDITIONS FOR CLEARANCE OF DUCT WORK,
LIGHTING, AND OTHER OBSTRUCTIONS TO INSURE THE FINISHED CEILING HEIGHT CL
SHOWN ON ARCHITECTS DRAWINGS. ANY DISCREPANCY SHALL BE BROUGHT TO 0)
0 13 D 13 0 0 13 0 13 0 13 0 11 0 a D D 0 0 0 0 0 (3 0 0 0 0 0 13 0 THE ARCHITECTS ATTENTION PRIOR TO COMMENCEMENT OF WORK. C
FLORIDA LICENSE-N6.AR9531 0
13 REMOVE EXISTING METAL HALIDE L C:
0 SUSPEND FROM EXISTING E. LIGHT SWITCHES TO BE 48" AFF TO CENTER LINE AND LOCATED A MAXIMUM
EDGE OF DOOR UON.
0 FIXTURES AND ATTACH NEW C13
BUILDING STEEL TYP.
FIXTU
RES AT EXISTING CIRCUIT OF 6" FROM KNOB SIDE OF DOOR FRAME OR A MAXIMUM OF 6" FROM OPEN
0
OPEN TO
IL-------i STRUCTURE --\ F. MECHANICAL AND ELECTRICAL DESIGN AND CONSTRUCTION TO BE PERFORMED
'1' BY A LICENSED ELEC AND HVAC CONTRACTOR.
G. GC TO VERIFY ELECTRICAL REQUIREMENTS WITH OWNER. 0
3A
LC
"S 4-j
!0n, '�er-'
LOBBY H. ALL LIGHTS IN KITCHEN AREA MUST BE SHIELDED. 66nowd
6
0
Cn
ELECTRICAL SYMBOLS LEGEND
LIGHTING PLAN
PROJECT TEAM
0 A1.3
z
C SCALE: 1/4" V-011 C
B
2X2 LIGHT FIXTURE C
C:
ARCHITECT M
JASON T. CAWING E
L-
904-755-5589 0
-+-j
1X1 LIGHT FIXTURE M
E
CERTIFIED GENERAL 40—
CONTRACTOR C:
V---A TRACK LIGHTING W/ LED CURT McDONALD M
3 RIVERS CONSTRUCTION C:
3riverscs@gmail.com
EXIT SIGN
CL
0
RECESSED DOWN LIGHT
0
EXISTING AAV -0
EMERGENCYLIGHT 0
AL 0
DUPLEX OUTLET 2
CL
42"
DUPLEX OUTLET (4291 AFF) (D
0
4-j
21' SWITCH B DATE ISSU 4-4
0
E EXISTING 10 JUNE 2016 REVIEW C:
211 V LEGEND
EWC 14 JUN 2016 PERMIT U)
SERVICE CONNECTTO VENT 011110� PHONE
S jklie EXISTING DRAIN -0
INK PIPING WASTE 60, DATA / INTERNET C:
M
0)
C
SANITARY AND VENT RISER DIAGRAM EXIT SIGN EMERGENCY COMBO
Cu
NTS -0
U)
co
M -#-a
04
N -0
0 CIO
u- z U)
< -4--j
0 < -C
z w rlvq%
w j
0 0
(.) -j
> — U) LL
0 Z 0 -C
M z - -#-a
Of — -r Z
CL (.) < C/)
Lu
F-
ce)
z U-)
< It- U)
z
z
w
Cn
CL
x
(D
PROJECT NO: 1624 -0
DRAWN BY: DS 2?
(D
CD
0,00 SHEET NO:
CHECKED BY: JTC
C:
Al E3
C:
SHEET 0
5 Cu
4
OFJASON CANNING
ARCHITECTURE PLANNING INTERIORS
1812 Atlantic Blvd.
Jacksonville, Florida 32207
0: 904.647.8690
C: 904.755.5589
F: 904.406.7227
jason@canningarch.com
............".............
C:
................... PROJECT ARCHITECT
FIR T
JAS�ONT. CANNING
m
2X6 TOP PLATE
U)
U)
FIBERGLASS BATT
INSULATION (D
CL
2X6 WALL STUD @ CY)
16"O.C. EXISTING BUILDING FLORIDA LICENSE�NO.AR95310 C:
STEEL
5/8"TYPE"X"GYP.BD. 0
BOTH SIDES
4_4
�Am
0
-C
2X6 TOP&BOTTOM—� 3.5"GUARD RAIL (3)
PLATE POST >
0
GUARD RAIL
m
-C
2ND FLOOR
EL:9-9" 1.25"O.D. MIN.TO 2" PROJECT TEAM
C O.D. MAX. HANDRAIL C
2X8 LEDGER FASTENED TO'
WALL WITH (2)ROWS OF 1/4"X3" cu
ARCHITECT
LAG BOLTS AND WASHERS AT E
EACH VERTICAL STUD (2)LAYERS OF JASON T. CANNING
3/4" PLYWOOD, 904-755-5589
0
TYP. 2X6 FLOOR—)
SIMPSON LU28----------"'/ JOISTS AT 16"O.C. m
JOIST HANGAR,TYP. (3)2X10 BEAM
E
0
C" 01 CERTIFIED GENERAL
CONTRACTOR C:
CURT McDONALD CTJ
3 RIVERS CONSTRUCTION
1 HOUR RATED WALL
3riverscs gmaii.com
AS PER UL#U309
5/8"GYP.BD.BOTH CL
0
w"�SIDES
0
(2) 1/2"X 6"BOLTS
2X6 P
NUTS AND WASHERS, C3
2X6 STUDS AT 7N
BOTTOM PLATE TYP.
161,O.C.TYP. N-
PT 2X4 BASE,TYP. 2
1 ST FLOOR OL 0-
EL: 0'-0"
r2 MMOOO
0
4-a
DATE ISSUE -4-A
0
BUILDING SECTION 10 JUNE 2016 REVIEW C:
A2.0) SCALE: 1/2 11 1 1-011 14 JUN 2016 PERMIT .(n
_0
C
m
C
0
4110.C.
CY)
MAX. CY)
06 0
CN
0 Cf) z
LL
< 0
0 -C
z w
w w
0 w 0 C/)
LLJ F- _j j
> U) ILL w
0 Z 3f U)
L) < () C/)
Lu 2 < (D w
F- w
3.5"GUARD RAIL POST CV) Z
F_ It
2X12 STRINGERS z LO 0
T- Cn
<
WOOD STAIR TREAD z z
w <
WOOD RISER
I, (n
< (n
41
x
11 1/4 a)
>1
PROJECT NO: 1624
(D
DRAWN BY: DS
STAIR DETAIL CHECKED BY: JTC
it 1-011 CD
�-o SHEET NO: C:
C:
C:
m
SHEET 0
Cn
m