725 ATLANTIC BLVD #3 - INTERIOR ALTERATION DRAWINGS -A
CODE SUMMARY
FLORIDA BUILDING CODE FIFTH EDITION (2014)
FLORIDA EXISTING BUILDING CODE FIFTH EDITION (2014)
FLORIDA PLUMBING CODE FIFTH EDITION (2014)
FLORIDA MECHANICAL CODE FIFTH EDITION (2014)
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NATIONAL ELECTRIC CODE (2011)
FLORIDA FIRE PREVENTION CODE (5th EDITION))
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NFPA 101 LIFE SAFETY CODE (2012) jTMTFTMUTn
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IIIIIIIII-1111 -IJ11111 CONSTRUCTION SITE MANAGEMENT 0
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LOCATION OF DUMPSTER.
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SQUARE FOOTAGE INFORMATION LOCATION OF PORTABLE TOILET. <
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• EXISTING CONDITIONED SPACE (BREWERY) 512 4 S.F. 0 C)
EXISTINS I MRY CBS
EXISTING . I . .:
BUILDING NO-725 U z
ASPHALT <
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• EXISTING CONDITIONED SPACE (TAP ROOM) 1615 S.F.
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STRUCTURE HEIGHT AND OF STORIES
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MAXIMUM HEIGHT: 16 FEET
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NUMBER OF STORIES: ONE SAILFISH DPJVE
SITE PLAN
TYPE OF CONSTRUCTION <
SITE PLAN m
M
o TYPE OF CONSTRUCTION:- III B
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* SPRINKLED: NO m
oCLASSIFICATION OF WORK: ALTERATIONS—LEVEL 2
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0 OCCUPAMqlY-",&. _OCCLUPANT LOAD:
<
TAP ROOM A-2 ASSEMBLY LESS CONCENTRATED 15 NET 0
PLAN INDEX < N
1615 S.F. DEDUCT RESTROOMS & COOLER (142 S.F.) 1473 S.F.
OCCUPANT LOAD 98 (PER TABLE 1004.1.2) DWG. NO. TITLE
A- 1 BREWERY FLOOR PLAN
EVENT & GAME AREA A-2 ASSEMBLY LESS CONCENTRATED 15 NET A- 2 TAP ROOM FLOOR PLAN
1398 S.F. DEDUCT RESTROOMS & COOLER (324 S.F.) 1074 S.F.
OCCUPANT LOAD 72 (PER TABLE 1004.1.2) A-3 BREWERY LIFE SAFETY PLAN
A-4 TAP ROOM LIFE SAFETY PLAN
BREWERY F-2 INDUSTRIAL SPECIAL PURPOSE 100 GROSS M- 1 BREWERY HVAC PLAN
3706 S.F. OCCUPANT LOAD 37 (PER TABLE 1004.1.2) REVIEWED FOR CODE COMPLIANCE
M- 2 TAP ROOM HVAC PLAN CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REOUIREMENTS AND CONDITIOM
P-1 BREWERY PLUMBING PLAN 0
11IMMED BY: CAM,
LOAD INFORMATION P-2 TAP ROOM PLUMBING PLAN
'!� C)
0
(0
E-1 BREWERY POWER PLAN N
LIVE LOADS AND CONCENTRATED LIVE LOADS PER FBC TABLE 1607.1 Z
0
E-2 BREWERY LIGHTING PLAN
E-3 TAP ROOM ELECTRICAL PLAN
0
WIND ZONE INFORMATION E-4 PANEL SCHEDULES & RISER DIAGRAM
z
(UNLESS SPECIFIED BY THE ENGINEER OF RECORD)
'PBASIC WIND SPEED (M.P.H. ,- - 3—SECOND GUST) 130 MPH
* WIND EXPOSURE CATEGORY: C COMPONENT & CLADDING ( P. S . F. )
* BUILDING CATEGORY: ENCLOSED REVIEWED SIZE END ZONE (5) INTERIOR ZONE (4)
* BUILDING RISK CATEGORY: Jacksonviifie F ire i-Prevention Div (S. F. ) POS. + NEG. POS. + NE G. — REVISIONS
* INTERNAL PRESSURE COEFFICIENT: 18 PERMIT 9-30-16
0- 20 23. 5 31. 4 23. 5 25. 5
ARCHITECT'S DECLARATIVE KMEMENT COMMENTS 11-9-16
20- 50 22. 5 29. 3 22. 5 24. 5 TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE
REVIEWED 2014 FLORIDA FIRE PREVENTION CODE 5TH EDITION.
k�acksonville Fima Prevention Dh, 50- 100 21. 1 26. 5 21. 1 23. 1 104
OV I �"s
100-200 19. 9 24. 5 19. 9 21. 9
Q1:1 NO EX PTlr-;jyS Vermey Architect CONTRACTOR SHALL VERIFY ALL'
IXCEP N CONDITIONS AND DIMENSIONS
b,HEET -S NOTI: 200- 500 18. 9 22. 3 18. 9 20. 9 AT THE JOB SITE AND NOTIFY THE
ARCHITECT OF ANY
420 Third St. South
DIMENSIONAL ERRORS, OMISSIONS
l4wduhq -ein 2, Jacksonyille Beach, Fl. OR DISCREPANCIES BEFORE
I 1�iLw. `�' BEGINNING OR FABRICATIING ANY
32250 WORK.
—1150
(904)246 THESE DRAWINGS ARE THE DATE 9-26-16
PROPRIETARY WORK PRODUCT
A AND PROPERTY OF VERMEY
DRAWN BY SCH
ARCHITECT, DEVELOPED FOR THE
Drawn By: Reviewed By: EXCLUSIVE USE OF VERMEY CHECKED BY
U) ARCHITECT. USE OF THESE
C) SCH GV SHEET NO. OF
OV DRAWINGS AND CONCEPTS
A Ic CONTAINED THEREIN WITHOUT
Draw Date: Print Date: THE WRITFEN PERMISSION OF
9/26/16 11/09/16 VERMEY ARCHITECT IS
Fl R c 0 V A N y
IR w
m
NORTH
C10*4
LLJ PROHIBITED AND MAY SUBJECT
3: Page: YOU TO A CLAIM FOR DAMAGES
Llj cs Lic.No.: AR4630 FROM GERARD VERMEY.
ry
m
NEW WALL & CEILING TYPES:
4" THICK INSULATED COOLER WALL PANELS.
INTERIOR PARTITION - 3 5/8" 18 GA. MTL. STUDS 0 16" O.C.
WITH 1/2" GYP. BD. BOTH SIDES TO 8'-0" A.F.F.
INTERIOR PARTITION - 3 5/8" 18 GA. MTL. STUDS @ 16" O.C.
WITH 1/2" GYP. BD. BOTH SIDES TO 8'-0" A.F.F.
INTERIOR PARTITION - 3 5/8" 18 GA. MTL. STUDS @ 16" O.C.
WITH 1/2" GYP. BD. ONE SIDE TO 8'-0" A.F.F.
INTERIOR PARTITION - 3 5/8" 25 GA. MTL. STUDS @ 16" O.C.
WITH 1/2" GYP. BD. BOTH SIDES TO 8'-0" A.F.F.
INTERIOR PARTITION - 3 5/8" 22 GA. MTL. STUDS @ 16" O.C.
WITH (2) LAYERS 5/8" TYPE "X" GYP. BD. BOTH SIDES TO 8'_0'
(2 HR. FIRE RATED WALL UL DESIGN #U419)
CEILIN-Q - 3 5/8" 18 GA. MTL- JOIST 0 16" O.C. WITH (2) LAYERS
5/8" TYPE "X" GYP. BD. BOTH SIDES OF CEILING 0 8'-0" A.F.F.
(2 HR. FIRE RATED WALL UL DESIGN #G586)
CEILING - 6 11 18 GA. MTL. JOIST 0 16"' O.C. WITH
1/2" GYP. BD. CEILING @ 8'-0" A.F.F. AND
3/4" PLYWOOD DECKING.
@) CEILING - 4" INSULATED COOLER PANELS 0 8'-0" A.F.F.
CEILING - 3 5/8" 18 GA. MTL. JOIST 0 16" O.C.
WITH 1/2" GYP. BD CEILING 0 8'-0" A.F.F. AND
3/4" PLYWOOD DECKING.
132'-8"
7'-5 6'-3'* 24 1-019 6 P-019 10" 12'-30* 21'-4" 21 9-81p 220-7t'
Now-as <
CO2 & NITRO 0
6" GAP MIXING BOX 6" GAP Of
EXISTING 1 HR. FIRE RATED DEMISING WALL 0
0 0
1 0 0 REF. REF. REF. < 3�
13'-4" TO BOTTOM OF BAR JOIST 6" SPACE 0
4 <
Lij
0) UNISEX ADA 00 U) m
UNISEX ----Opp- Uj 0 —
RESTROOM 0
LO RESTROOM > 3 l��� 3 OFFICE 0 0
COOLER OFFICE
F Uj
5 FDOI EVAP. STORAGE u-J W/STORAGE ABOVE F CL
@)9 COND. W/STORAGE In W/STORAGE ABOVE U
ON ROOF < <
068 3068 af ABOVE 6 COOLER COOLER (0 _j
L 0 1 1 PR. 3068 1 _j
-40 EVAP. 0
(n >_-j COND. INSULATED STORAGE AREA,`� <
oo LL_ G) -11--i I 1-6_ @)
_j ON ROOF
U-i
EXIST.
3070 SHELVING V) L L I U)
FE) x
Uj
61-4" 2868 2868 2868
5x3' FIXED GLASS 5'x3' FIXED GLASS
0 FD 3068
HAND INSULATED 6 2 PR. 3068
SINK 3 COMP SINK INSULATED gigir
DRYD 0 0 Fo_sl DW WC BC LO
0 'r-
r- EXIST.
2x6 KNEE WALL (0
BAR TOP 04 3070 U C;3�
0� BREWERY KEG WASHER 6x8'x6" CONC. PAD <
PHONE a- 8" BEYOND EDGE OF TANKS 208-230VAC, 34FLA, 3 PHASE #4 REBAR @ 12" E.W.
CHARGING EDGE OF NEW 4" CONC. SLAB OVER EXISTING FLOOR SLAB 25' POWER CORD WITH NEMA L15-50 PLUG INCLUDED W/FIBERMESH CONC. III
STATION 1,5HP TRANSFER PUMP 0 M 5
208-230VAC, 7FLA, 3 PHASE EXIST. ELEC. 6
EVENT GAM E AREA 25' POWER CORD WITH NEMA PANEL C U >
L15-20 PLUG INCLUDED _j
EXISTING 1 HR. NEW m
AD 2BBL 2BBL PILOT ELEC. V
SYSTEM
FIRE RATED WALL 2BBL 2BBL PANEL z
zo
7X7HP GLYCOL CHILLER C1
N\4� * -230VAC, 75FLA, 3 PHASE
L 44� AV 208
FERMENTING FUTURE FUTURE 0 < <
-LOCATE DISCONNECT ON EXTERIOR WALL <
TANKS TANK TANK _j
USE SCH 80 PVC PIPE & WRAP I—
0 KEG <
20BBL FV 30BBL BT 3OBBL FV 308BL FV 30BBL FV W/INSULATION FOR CHILLER LINES CO2
Ld 0 30BBL FV 3OBBL FV 30BBL FV
90x24 1 .1. _�_ I -4.d� -' E 0 WASHING
_j 20 BBL 30 BBL FUTURE FUTURE FUTURE FUTURE U-)
COUCH m CE a- 30 BBL 30 BBL BRIGHT 14 x14 TANK TAN K TANK TANK 0 <
L 0 mi 1 F71 TANK CATCH BAS F71 5HP GRIST MILL 0
0 -I I V\\1
U C] m: V\1\1 208-230VAC, 10FLA, 3 PHASE
w- D _j (TYP.-5)
oo m IN
0 0 BBL 12-VESSEL CELLAR CONTROL MOTOR STARTER & DISCONNECT REQ,
0 20 BBL 30BBL FV 3013191- FV CLT HLT 110VAC, 6FLA, SINGLE PHASE
30 BBL 30 BBL Of 6' CHAIN LINK FENCE
30 BBL
U_ 00 0 2OB& FV 30BBL CLT 3OBBL HLT F 0
TABLE it I- & GATES W/(2) 6
w - *I x 0
C1 m D 4 amm!:m UTILITY SINKS 0 PIPE BOLLARDS
U) co BOILER RETURN TANK - REMOVE INTERIOR CONC. RAMP
CL
6- 5 AND CONC. SLAB AS NEEDED
90x24 D (0 0 0 0 0 15 _j REMOVE METAL
COUCH 'I 1� �1 1� 3070 06 2068 0 LOADING DOCK
LO 0 Ck m EXT. H.M. 1@0 5 STORAGE AREA
LOD
z
000 JANITOR 'n
0 OFD i 'I V)
U 2-VESSEL x
Uj
BREW HOUSE N,
14'
8'x9' O.H. DOOR (GLASS) -0" TO BOTTOM OF BAR JOIST CD
............. ING
NEW ALL OPENING NEW WALL OPENING EXIST.
EXIST. 6070 117-- 7===rF---- —� ii ==0E= I I I I I I I
............. 3070
NE� DBL. 4070 NEW DBL. 4070 AIR
REMOVE EXISTING WINDOW WINDOWS WINDOWS INTAKE EXH. 0
ENLARGE OPENING FOR O.H.D. 16'-4 owl 3'-6" E-4
1.5HP AUGER MOTOR GAS W.H. W/CIRC LINE
1,5HP HLT & CLT PUMPS BREWHOLSE CONTROL PANEL 220VAC, 10FLA, SINGLE PHASE 0
208-230, 7FLA, 3 PHASE 208-230VAC0, 41 FLA, 3 PHASE
RAMP DOWN LOCATE REMOTE POWER SWITCH MOTORIZED VENT 0
POWER FROM BREWHOUSE CONTROL PANEL (0
508 WEIL-MCLAIN BOILER z
120VAC, 8FLA, SINGLE PHASE 8CU.FT. CARBON FILTER c1q
1' NPT GAS CONNECTION (6-14' W.C. REQ.) 110VAC, 5FLA, SINGLE PHASE 0 ;1-
ON 4' THICK CONCRETE PAD C
2.00U,FT. WATER SOFTENER
110VAC, 5FLA, SINGLE PHASE
0
"EW x (y)
n)R ERY FLO nrl R PLAN
Im w
SCALE: 1 /4"=1'-0p' z
TAP ROOM
OPEN BOTTOM LINTEL
W -#5 POUR SOLID
8"x8m PRECAST LINTEL
W/1-15 POUR SOLID
T/OPENING
-#5 POUR SOLID
F
BREWERY
OPEN BOTTOM LINTEL
W/1
NEW CONCRETE OVER EXISTING FLOOR SLAB:
SAW CUT EXISTING 8" CMU 8"x8" PRECAST LINTEL
WALL FOR NEW O.H. DOOR �i IF
T/OPENING W/1-#5 POUR SOLID 1. APPLY BONDING AGENT TO EXISTING FLOOR SLAB.
2. POUR NEW 4" THICK 3000 PSI CONCRETE SLAB WITH
REVISIONS
6x6-W2.OxW2.0 WWF OVER EXISTING FLOOR SLAB.
Lw&EY P LAN PERMIT 9-30-16
1k-i.., 8 COMMEN -9-16
8'-0" 5 VERT. EPDXY TS 11
VERT. EPDXY INTO EXISTING
N.T.S
6 INTO EXISTING 6
FLOOR SLAB & POUR FLOOR SLAB & POUR
JAMB SOLID CONCRETE SLAB PATCHING:
JAMB SOLID
ENLARGE EXISTING 6 x7" SAW CUT EXISTING 8" CMU
WINDOW OPENING
WALL FOR NEW WINDOWS
1. ALL CONCRETE SLAB PATCHES TO BE SAME
t .4
THICKNESS AS THE EXISTING SLAB.
-4
2. EPDXY 12" LONG #5 REBAR DOWELS 0 24" O.C. Ve rm ey Architec t CONTRACTOR SHALL VERIFY ALL
CONDITIONS AND DIMENSIONS
ALTERNATING SIDES FOR TRENCH PATCHES.
AT THE JOB SITE AND NOTIFY THE
ARCHITECT OF ANY
420 Third 'St. South DIMENSIONAL ERRORS, OMISSIONS
3. USE 3000 PSI CONCRETE WITH FIBERMESH.
OR DISCREPANCIES BEFORE
Jacksonville— Beach, Fl.
EGINNING OR FABRICATIING ANY
WORK.
NEW 4 HIGH CONC. SILL 32250
(904)246- 1150
FA -1-16
THESE DRAWINGS ARE THE
EXISTING PROPRIETARY WORK PRODUCT
AND PROPERTY OF VERMEY
DATE 8
EXISTING DRAWNBY SCH
FLOOR SLAB FLOO R S LAB ARCHITECT, DEVELOPED FOR THE
-Drawn By: Reviewed By: EXCLUSIVE USE OF VERMEY CHECKED BY
< SCH GV ARCHITECT. USE OF THESE
WALL OPENING FOR NEW WINDOWS DRAWINGS AND CONCEPTS SHEET NO. OF
>_ WALL OPENING FOR NEW O.H. DOOR CONTAINED THEREIN WITHOUT
Of SCALE: 1/2"=V-0" SCALE: 1/2"=l'—O" (TYP.-2) Draw Date: Print Date: THE WRITTEN PERMISSION OF
8/01/16 11/09/16 VERMEY ARCHITECT IS
Ld
PROH BITED AND MAY SUBJECT
EZ3
EXIST-
30770
IST.
70
n2..L n2..L
Page: YOU TO A CLAIM FOR DAMAGES
Ld Lice, FROM GERARD VERMEY.
x A—1 of 4
831-01p
NEW WALL & CEILING TYPES:
7P-301
EXISTING 1 HR. FIRE I RATED DEMISING WALL F (D 4" THICK INSULATED COOLER WALL PANELS.
'HONE r 0 1
EXIST. Lt�
2400 24x3O 24x3O 2400 2400 2430 _j
CHARGING ELEC. INTERIOR PARTITION 3 5/8"' 18 GA. MTL. STUDS 0 16" O.C.
C D C D C D C D C D C1 D C- D C1 D C1 D C1 D C1 D
(D 1 (1) _j (D I (D I (D I STATION 120x6l k0x61I l20x61I ROx6l F0x61 0) WITH 1/2" GYP. BID. BOTH SIDES TO 8'-0" A.F.F.
00 UNISEX ADA
T RESTROOM LO
C- D C1 D C1 D C1 D C1 ( ) D INTERIOR PARTITION 3 5/8" 18 GA. MTL. STUDS 0 16" O.C. J
WITH 1/2" GYP. BID. BOTH SIDES TO 8'-0" A.F.F.
REMOVE DOOR &
CLOSE OPENING INTERIOR PARTITION 3 5/8" 18 GA. MTL. STUDS 0 16" O.C.
TAP ROOM
OPEN BAR JOIST CEILING-"'� WITH 1/2" GYP. BID. ONE SIDE TO 8'-0" A.F.F.
90x24 9Ox24 9Ox24 SEATING 76 STROOM EXIST.
-KN (IST- INTERIOR PARTITION - 3 5/8" 25 GA. MTL. STUDS 0 16" O.C. <.
LO 30)70 WITH 1/2" GYP. BID. BOTH SIDES TO 8'-0" A.F.F. 0 1
ft I ry
0) 0
__j
5 INTERIOR PARTITION - 3 5/8" 22 GA. MTL. STUDS 0 16" O.C. LL-
BAR TOP WITH (2) LAYERS 5/8" TYPE 'Y' GYP. BID. BOTH SIDES TO 8'-0" A.F.F.
x 1�-E— (2 HR. FIRE RATED WALL UL DESIGN #U419)
2 6 N E
COOLER <
r,* @) CEILING - 3 5/8" 18 GA. MTL. JOIST @ 16" O.C. WITH (2) LAYERS m
WC BC DW DERAIN TABLE
circl 0 5/8" TYPE 'Y' GYP. BID. BOTH SIDES OF CEILING @ 8'-0" A.F.F.
HAND
FDO 3 COMP SINK HAND I FID 1 0 FID
Cl SINK SINK UNISEX (2 HR. FIRE RATED WALL UL DESIGN #G586) 0
1:1 &D C1 D C1 &D ^00 F- i
STAGE 00
RESTROOM U
Ox6l 20x6l Ox6l ADD 1/2" SOUND BOARD OVER EXISTING DRYWALL <
AND 1 LAYER 1/2" DRYWALL OVER SOUND BOARD. CEILING - 6 11 18 GA. MTL. JOIST @ 16" O.C. WITH
�D F— — 0
REF. a 1/2" GYP. BID. CEILING @ 8'-0" A.F.F. AND <
F— (1) D COD COD — :U10 i
SHELVING SHELVING 3/4" PLYWOOD DECKING.
EXISTING 1 HR. FIRE RATED DEMISING WALL 8 1-0911 5-4 It CEILING - 4 11 INSULATED COOLER PANELS @ 8'-0" A.F.F.
as 3: i
PROVIDE MIN. 5% ACCESSSIBLE SEATING L GLYCOL CHILLER CEILING - 3 5/8" 18 GA. MTL. JOIST @ 16" O.C.
DENOTES HIGH TOP TABLE & CHAIRS. COND. ON ROOF WITH 1/2" GYP. BID CEILING @ 8'-0" A.F.F. AND
DENOTES STANDARD HEIGHT TABLE & CHAIRS. EAVPORATOR COMMON EXIT 3/4" PLYWOOD DECKING. m
INSIDE COOLER
CORRIDOR LO
EX U C�3
0 IL;S T.
43070 <
z
U >
m
< <
Lmrou(DGM FLOOR [IDLAN EXISTING 1 HR. FIRE <
RATED CORRIDOR
SCALE: 1 /4"=1 '-0j1 <
0
E--4
0
0
�0
E--i 64
0Z
0
�4
!� 0
CY)
z
RAMPDOWN
TAP ROOM
BREWERY
nn/7EY LAN r`REVISIONS
N.T.S. PERMIT 9-30-16
COMMENTS 11-9-16
Vermey - Architect CONTRACTOR SHALL VERIFY ALL
CONDITIONS AND DIMENSIONS
AT THE JOB SITE AND NOTIFY THE
420 Third St. South ARCHITECT OF ANY
DIMENSIONAL ERRORS, OMISSIONS
OR DISCREPANCIES BEFORE
Jacksonville Beach, Fl. BEGINNING OR FABRICATIING ANY
2-11 32250 WORK.
(904)246- 1150
THESE DRAWINGS ARE THE DATE 8-1-16
PROPRIETARY WORK PRODUCT
AND PROPERTY OF VERMEY DRAWN BY SCH
< ARCHITECT, DEVELOPED FOR THE
Drawn By: Reviewed By: EXCLUSIVE USE OF VERMEY CHECKED BY
ARCHITECT. USE OF THESE
>- SCH GV DRAWINGS AND CONCEPTS SHEET NO, OF
LLJ Draw Date: Print Date: CONTAINED THEREIN WITHOUT
Jk t.; THE WRITTEN PERMISSION OF
8/01/16 11/09/16 VERMEY ARCHITECT IS
Ld
ry Page: PROHIBITED AND MAY SUBJECT Am 2
m Lic.NQ'�- YOU TO A CLAIM FOR DAMAGES
A-2 of 4 6 ZrO FROM GERARD VERMEY.
ADJACENT TENANTS:
OCCUPANT TYPE (INDUSTRIAL GENERAL)
FAUX CLAIMED 2 FURNITUR
FIX ABD REPAIR FURNITURE
GALLERY 725
PICTURE FRAMING
38'-3"
UPGRADE SECTION OF EXISTING 1 HR. DEMISING WALL TO 2 HR. W/UL DESIGN #V449
EXISTING 1 HR FIRE RATED DEMISING WALL
3 5/8" METAL STUDS W/ 5/8" TYPE Pox of
GYP. BD BOTH SIDES.
0 MORROW
a 0 1 r
UF L-
Le
------------
20 FEET
EXISTING DOOR INTO 0
FIRE RATED CORRIDOR. -i
30 FEET TO OUTSIDE FE FE LL-
EXIT. :E
< 0
n <
0 0 LLJ
6 95 FEET >C>E:> D9 m
L�L 0 0
40 FEET
<................
�2 HR. RATED FIRE WALL
'UL DESIGN #U419
C-)
3::
00 .01 40 w
A =&
LX
0i 0
90x24 Ld Uj 0
-i E to
COUCH m Of 58 FEET
L 0 m I=>I=> I=> U
D
< 0
0 <
TABLE 00 2 HR. RATED WALL & CEILING
14- UL DESIGN #U419 & #G586
C1 D
V) A 0
>
COUCH 90x24 8
N
4:4- < <
L j I- I
<T> <T>
FE FI < Ln
ji
U
BR -1:WERV L FE SAFETY PLAN
SCALE: 1 /4"=V-0pt
EXIT & FIRE RATED DOORS:
0
EXISTING 3'x7' ALUM./GLASS EXTERIOR F-4
KEYED LOCK W/INTERIOR THUMB LATCH
0
0
(D
EXISTING 3'x7' H.M. (1 1/2 HR. FIRE RATED) LIFE SAFETY LEGEND: z
KEYED LOCK W/INTERIOR THUMB LATCH 0 N
DOOR CLOSER
DENOTES EMERGENCY EXITS
EXISTING PR. 3'x7' H.M. EXTERIOR
PANIC BAR HARDWARE
DENOTES EXIT/EMERGENCY LIGHT COMBINATION
EXISTING 3'x7' H.M. (1 1/2 HR. FIRE RATED) W/BATTERY BACKUP WALL MOUNTED ABOVE DOOR
KEYED LOCK W/INTERIOR THUMB LATCH
DOOR CLOSER DENOTES EXIT SIGN WALL MOUNTED ABOVE DOOR TAP ROOM
EXISTING PR. 3'x7' H.M. EXTERIOR DENOTES EMERGENCY LIGHT W/BATTERY BACKUP
PANIC BAR HARDWARE <1=>
NEW PR. 2 -6"x7' H.M. INTERIOR (1 1/2 HR. FIRE RATED) DENOTES PATH OF TRAVEL TO EXIT BREWERY
KEYED LOCK W/DOOR CLOSER (MAX. TRAVEL DISTANCE 200 FEET)
0 DENOTES TRAVEL DISTANCE ORIGIN
EXISTING 3'x7' H.M. EXTERIOR (EXIT ONLY)
KEYED LOCK W/INTERIOR THUMB LATCH FE DENOTES FIRE EXTINGUISHER LOCATIONS
K[F=Y P LAN REVISIONS
NOTE: N.T.s. PERMIT 9-30-16
NEW 3'x7' H.M. INTERIOR (1 1/2 HR. FIRE RATED) THE TYPE AND PLACEMENT OF FIRE COMMENTS 11-9-16
NON LOCKING W/DOOR CLOSER EXTINGUISHERS SHALL BE DETERMINED BY A
LICENSED FIRE EXTINGUISHER CONTRACTOR.
EXISTING 3'x7' H.M. EXTERIOR NOTES:
KEYED LOCK W/INTERIOR THUMB LATCH 1 . PROVIDE TACTILE SIGNAGE 60" A.F.F. ON LATCH SIDE OF ALL EXIT DOORS PER NFPA 101 -7.10.1 -3.
NEW 16'00' ROLLING STEEL FIRE DOOR 2. PROVIDE SIGNAGE OF A� IDENTIFYING SYMBOL FOR LIGHT FRAME ROOF TRUSSES PER FAC 69A-60.0081 . Vermey Architect CONTRACTOR SHALL VERIFY ALL
(3 HR. FIRE RATED) CONDITIONS AND DIMENSIONS
AT THE JOB SITE AND NOTIFY THE
ARCHITECT OF ANY
3. MEANS OF EGRESS SIZING FOR BREWERY: REQUIRED 37 x 0.2" = 7.4" PROVIDED 72". 420 Third St. South DIMENSIONAL ERRORS, OMISSIONS
Jacksonville Beach, Fl. OR DISCREPANCIES BEFORE
BEGINNING OR FABRICATIING ANY
4. MEANS OF EGRESS SIZING FOR EVENT & GAME AREA: REQUIRED 72 x 0.2" 14.4" PROVIDED 108". WORK.
32250
(904)246- 1150 THESE DRAWINGS ARE THE
DATE 9-15-16
PROPRIETARY WORK PRODUCT
*4 AND PROPERTY OF VERMEY DRAWN BY SCH
ARCHITECT, DEVELOPED FOR THE
Drawn By: Reviewed By: 7� EXCLUSIVE USE OF VERMEY CHECKED BY
< SCH GV ARCHITECT. USE OF THESE
DRAWINGS AND CONCEPTS SHEET NO. OF
CONTAINED THEREIN WITHOUT
Draw Date: Print Date: .,tU THE WRITTEN PERMISSION OF
ry 9/15/16 11/09/16 VERMEY ARCHITECT IS
Ld PROHIBITED AND MAY SUBJECT
3: Page: YOU TO A CLAIM FOR DAMAGES
Ld A-3 of 4 Lic.Rb-.,� Af�44-30 FROM GERARD VERMEY.
ry
C13
ADJACENT TENANT:
OCCUPANT TYPE (MERCANTILE)
SURE THINGS
GIFT SHOP
EXIT & FIRE RATED DOORS:
EXISTING 'I HR FIRE RATED DEMISING WALL
3 5/8" METAL STUDS W/ 5/8" TYPE SIX11 EXISTING 3'x7' ALUM./GLASS EXTERIOR
GYP. BD 130TH SIDES. KEYED LOCK W/INTERIOR THUMB LATCH
UPGRADE TO 2 HR. W/UL DESIGN #V449
EXISTING 3'x7' H.M. (1 1/2 HR. FIRE RATED)
KEYED LOCK W/INTERIOR THUMB LATCH
DOOR CLOSER
D C1 D C1 D C1 D COMMON EXIT
C1 EXISTING PR. 3'x7' H.M. EXTERIOR
CORRIDOR PANIC BAR HARDWARE
40 FEET D C1 D C1 D C1 D C1 D
FE 4 EXISTING 3'x7' H.M. (1 1/2 HR. FIRE RATED)
KEYED LOCK W/INTERIOR THUMB LATCH
48 FEET DOOR CLOSER
EXISTING PR. 3x7' ALUM./GLASS EXTERIOR
KEYED LOCK W/INTERIOR THUMB LATCH Of
0
i
000 00 0 El El El El El El El El El NEW PR. 2'-6"x7' H.M. INTERIOR (1 1/2 HR. FIRE RATED) LL_
KEYED LOCK W/DOOR CLOSER < :E
C)
<
LLJ
JI LED EXISTING 3'x7' H.M. EXTERIOR (EXIT ONLY) m
0 0 0�00 ro�o 0 0
[m] OrLE: KEYED LOCK W/INTERIOR THUMB LATCH
C1 D C1 , D C1 D C U z
STAGE _j
NEW 3'x7' H.M. INTERIOR (1 1/2 HR. FIRE RATED)
Cl D C1 D C1 D jr NON LOCKING W/DOOR CLOSER <
OFE L) EXISTING 3'x7' H.M. EXTERIOR
KEYED LOCK W/INTERIOR THUMB LATCH
0
EXISTING 1 HR FIRE RATED DEMISING WALL C14 NEW 16'x10' ROLLING STEEL FIRE DOOR
3 5/8" METAL STUDS W/ 5/8" TYPE "Xlf (3 HR. FIRE RATED) m
GYP. BD BOTH SIDES.
ADJACENT TENANT:
OCCUPANT TYPE (BUSINESS) EXISTING DOOR U
NAILS & 'SPA FROM BREWERY <
NAI L SAL ON
m
U >
_j
m
k��"M L FE FETY PLAN
cTAP R(Orr'
SCALE: 1 /4"=l '—Ojj < <
-01 EXISTING 1 HR FIRE RATED CORRIDOR WALL
EXISTING 1 HR FIRE RATED CORRIDOR WALL------m-- LO
3 5/8" METAL STUDS W/ 5/8" TYPE "X 3 5/8" METAL STUDS W/ 5/8" TYPE "X < N
GYP. BD BOTH SIDES. GYP. BD BOTH SIDES.
U_
LIFE SAFETY LEGEND : 0
DENOTES EMERGENCY EXITS
DENOTES EXIT/EMERGENCY�" LIGHT COMBINATION
W/BATTERY BACKUP WALL MOUNTED ABOVE DOOR
DENOTES EXIT SIGN WALL MOUNTED ABOVE DOOR
DENOTES EMERGENCY LIGHT W/BATTERY BACKUP 7
0
DENOTES PATH OF TRAVEL TO EXIT E '
(MAX. TRAVEL DISTANCE 200 FEET) 0
0
0 DENOTES TRAVEL DISTANCE ORIGIN E-4
Z
0
114-
FE DENOTES FIRE EXTINGUISHER LOCATIONS C14
I-
NOTE: �4 It
THE TYPE AND PLACEMENT OF FIRE 3 <� 0
EXTINGUISHERS SHALL BE DETERMINED BY A 04 '0')
LICENSED FIRE EXTINGUISHER CONTRACTOR. z
7/_
RAMP DOWN
NOTES: TAP ROOM
1 . PROVIDE TACTILE SIGNAGE 60" A.F.F. ON LATCH SIDE OF ALL EXIT DOORS PER NFPA 101
2. PROVIDE SIGNAGE OF AN IDENTIFYING SYMBOL FOR LIGHT FRAME ROOF TRUSSES PER FAC 69A-60.0081 . BREWERY
3. MEANS OF EGRESS SIZING FOR TAP ROOM: REQUIRED 98 x 0.2" 19.6" PROVIDED 72".
J
MKEY PLAN I REVISIONS
N.T.S. PERMIT 9-30-16
COMMENTS 11-9-16
A-
Vermey Architect CONTRACTOR SHALL VERIFY ALL
CONDITIONS AND DIMENSIONS
AT THE JOB SITE AND NOTIFY THE
ARCHITECT OF ANY
420 Third, St. South DIMENSIONAL ERRORS, OMISSIONS
Jacksonville Beach, Fl. OR DISCREPANCIES BEFORE
BEGINNING OR FABRICATIING ANY
32250 WORK.
(904)246- 1150 THESE DRAWINGS ARE THE —15-16
PROPRIETARY WORK PRODUCT
DATE 9
AND PROPERTY OF VERMEY DRAWN BY SCH
ARCHITECT, DEVELOPED FOR THE
Drawn By: Reviewed By: EXCLUSIVE USE OF VERMEY CHECKED BY
ARCHITECT. USE OF THESE
SCH GV
DRAWINGS AND CONCEPTS SHEET NO. OF
4% CONTAINED THEREIN WITHOUT
Draw Date: Print Date: THE WRITTEN PERMISSION OF
11/09/16 VERMEY ARCHITECT IS
ry 8/01/16 "VA I I
bi % -1% -t'' PROHIBITED AND MAY SUBJECT
Page: YOU TO A CLAIM FOR DAMAGES A 4
L i c.N o.".'�'-*A-460 FROM GERARD VERMEY.
A-4 of 4
ry
C0
NOTE:
RESTROOM EXHAUST FANS (EF) TO
USE EXISTING EXHAUST DUCT.
0 0 50 100 100 K?QQQCKX)OO
50 0 CFM CFM CFM
CFM q
CF
0 EF EFQ)
rl LO LO EVAP. <
COND. <
ON ROOF Lii
F --1 F 7 m
EVAP. 0
COND.
ON ROOF U
5 0 5 0 <
RAG RAG �01 A --i
L L
16"0 20"0 20 0 (EXISTING)
RTU #2
FIRE DAMPER (EXISTING)
of to 200 200 200 200 LLJ
18 0 20 0 CFM CFM CFM CFM
LO
FIRE DAMPER
Ln
U C�3
<
L
0
z >
0 -1
m
L
FIRE DAWPER
20"0 (EXISTING 20"0 (EXISTING)
4 WAY THROW
< <
RTU #3 SUPPLY 1800 CFM 0
'A
I(EXISTING)I PIRE DAMPtR <
20 0 U-)
20"x25" < N
L RETURN
UTILITY SINKS
1 0 EEI
0 0
JANITOR
FpF
H
AIR
INTAKE EXH.
MOTORIZED VENT MOTORIZED VENT
RTU #3 2000 CFM (DEDICATED TO BREWERY). 0
E--i
RTU #2 800 CFM TO EVEIqT/GAME AREA. 0
P
t 0
(.0 i
E-4
Z
o CN
,'I-
C-4
0
u M
Lnlo:) nmOEWEUI�
SCALE: 1 /4 11=11-01 TAP ROOM
BREWERY
KEY 1rr"LAN,
N.T.S.
"'-"REVISIONS
PERMIT 9-30-16
COMMENTS 11-9-16
ov�'A
MECHANICAL CONTRACTOR: HAMMOND HEATING AND AIR
QUALIFYING AGENT: BRANDON HAMMOND
PHONE: 904-398-6488
ADDRESS: 3412 GALILEE ROAD JACKSONVILLE, FLORIDA
LICENSE NUMBER: EC 13007311
DATE 8-30-16
ELECTRICAL PLANS PREPARED UNDER CHAPTER 489 AND PART IV
DRAWN BY SCH
> OF CHAPTER 553. CHECKED BY
ry SHEET NO. OF
Lij
3:
Ld
ry
m
NOTE:
RESTROOM EXHAUST FANS (EF) TO
USE EXISTING EXHAUST DUCT.
I
1��ll�(1 8
16x''l.....6' 50
/L _ 1
190 190 190 190 190 190 190 190 190 190 CFM
CFM CFM CFM CFM CFM CFM CFM CFM CFM CFM F EF
RTU #1 50
I(EXISTING)
20"x25" <
RETURN 0
0
FIRE DAMPER I i
LL-
<
50 50 0
n <
CFM Ld
m
00
0 C)
200 200 200 200 200 200 16xl6
CFM CFM CFM CFM CFM CFM U z
FIRE DAMPER <
12xl2 14xl4 F— -i
(DEF
<
EVAP.
COND.
ON ROOF
R-ru #1 2000 CFM (10) 1OX6 DIFFUSERS @ 190 CFM EACH.
co (o
RTU #2 1200 CFM TAP ROOM (6) 1 Ox6 DIFFUSERS @ 200 CFM EACH.
if
Lo
RTU #2 TRANSITION FROM 16 ROUND FLEX DUCT TO DUCT BOARD
AFTER FIRE DAMPER ENTRY TO TAP ROOM.
C�3
<
FIRE DAMPER m
u >
SUPPLY I
m
RETURN z
FIRE DAMPER
TAP) Ti(o(am nu%#L%(c PL13AN <
SCALE: 1 /4"=l '-O)l 0
<
0
E-4
0
0
(o
E-4
Z
o
N
0')
RAMP DOWN
/TA, P
/z ,
BREWERY
u
KEW
REVISIONS
N.T.S.
PERMIT 9-30-16
COMMENTS 11-9-16
0*4(*p-
MECHANICAL CONTRACTOR: HAMMOND HEATING AND AIR
QUALIFYING AGENT: BRANDON HAMMOND
PHONE: 904-398-6488
ADDRESS: 3412 GALILEE ROAD JACKSONVILLE, FLORIDA
LICENSE NUMBER: EC 13007311
ELECTRICAL PLANS PREPARED UNDER CHAPTER 489 AND PART IV DATE 9-14-16
DRAWNBY SCH
OF CHAPTER 553.
> CHECKED BY
Of
Lii SHEET NO, OF
LLJ
ry
m M =2
F 2"VTR
0 nL1
22Si
P-
P— P-3 P-1
r--F-
F
P-5 P-6 P-7
[�---------- FS DW
0 a 0
2"SV
0
<
00
of 0
r7,7 14 x14 <
CATC H BAS I N Ld
(TYP.—5) — 0 m
0 c)
F—
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<
P-8 P-8
01 0 FS 0
I� HW HB 0 0 0
job (3)
F 2"VTR
H
PLUMBING FIXTURE SCHEDULE: m
TRAP
SYMBOL DESCRIPTION CW HW SIZE REMARKS u >
P-1 WATER CLOSET 0.5" 3 of FLUSHOMETER TANK (1.6 GPF)
B WERY FLUNrl5g' Hu" InrOLAN Z F-
P-2 H.C. WATER CLOSET 0.5" 3 op FLUSHOMETER TANK (1.6 GPF) <
SCALE: 1 /4"=l'-Op"
P-3 LAVATORY 0.5" 0.5" 1.25" WALL HUNG <
LO
P-4 H.C. LAVATORY 0.5 to 0.5" 1.25 to WALL HUNG <
P-5 HAND SINK 0.5 is 0.5 of 1.25 of DRAIN TO FLOOR SINK
P-6 3 COMP. SINK 0.5 to 0.5 to 1.5 of DRAIN TO FLOOR SINK
P-7 DISHWASHER 0.5's 0.52' 1.510 DRAIN TO FLOOR SINK
P-8 UTILITY SINK 0.5" 0.5" 1.5 It DRAIN TO FLOOR SINK
I
C>— 2"VTR
c>—CONNECT TO EXIST. VTR
PLUMBING r4OTES:
0
1. ALL WORK MUST BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF E-4
THE FLORIDA PLUMBING CODE FIFTH EDITION (2014),
0
0
IFID 2, DRAWINGS ARE DIAGRAMMTIC, AND ARE INTENDED TO DEPICT A COMPLETE AND
3 E--4
3 C13 FUNCTIONAL SYSTEM, THE OMISSION OF ANY ITEM OR COMPONENT CLEARLY z
0
P-3 NECESSARY FOR THE PROPER FUNCTIONING OF THE SYSTEM DOES NOT
P-2 RELIEVE THE CONTRACTOR FROM PROVIDING SUCH ITEM OR COMPONENT,
3. WATER DISTRIBUTION LINES HAVE BEEN OMITTED FOR CLARITY. SEE FIXTURE
FS 04
4 C13 SCHEDULE FOR SIZE, w
2 f1sv z
4. HANDICAP REST ROOM FACILITIES AS DEPICTED MUST MEET ALL REQUIREMENTS F4
3 3 CB 3 OF THE CURRENT EDITION OF THE ADA MANUAL,
5. ALL HOT WATER PIPING SHALL BE INSULATED,
FS 6. ALL WASTE AND VENT PIPING SHALL BE P,V,C,
P-2 FID
C13 u 7. PROVIDE AIR CHWERS ON ALL HOT AND COLD WATER LINES TO EACH FIXTURE.
V 3 4
8. PROVIDE MIXING VALVES ON HOT WATER SUPPLY LINES TO ALL LAVATORIES AND
HAND SINKS, RESTRICTING WATER TEMPERTURE TO 1054' F MAX.
4
TO EXIST. C REVISIONS
SEWER 9. CONTRACTOR SHALL BE RESPONSIBLE FOR AQUIRING ALL PERMITS AND INSPECTIONS, PERMIT 9-30-16
TAP ROOM
u-u
MO
N.T.S.
PLUMBING CONTRACTOR: TURNER PLUMBING COMPANY
QUALIFYING AGENT: WORTH B. TURNER
BREWERY
PHONE: 904-396-7044
ADDRESS: 1903 HENDRICKS AVENUE JACKSONVILLE, FLORIDA
LICENSE NUMBER: CFCO297461
DATE 8-30-16
ELECTRICAL PLANS PREPARED UNDER CHAPTER 489 AND PART IV DRAWN BY SCH
OF CHAPTER 553.
E Vu nFLAH CHECKED BY
SHEET NO. OF
N.T.S.
rill
Lli
3: j
Lij
ry
m
32" MIN. I
2p`VTRj A
'w
I 2�
18 42" MIN. 15
D Cl D Cl D Cl D Cl D Cl D Cl D Cl D Cl D Cl D Cl D —4 P— co 413
/lp -I
LO
Cl D Cl D Cl D Cl D Cl D
j I I I I
7'—lpp MIN.
PLAN
2 losv TO EXISTING
— SEWER
DW 18 of x24"
"V`TR P-3 MIRROR
D Cl D Cl D P-5 P-7 FD P-5 FD 6" MAX. 36 to -
P-1 �GRAB BARI
v ED
Cl- D Cl. D Cl. D 1 . F71 T T. PAPER =0 Frf
0 —L:4/ x <
cl 29
7r- <
C)
00 0
0
ELEVATION 'A' <
Ld
m
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U z
ro-)
TAr nOOM PLUM U`� L AN <
SCALE: 1 /4"=l '-Off 54" MIN. z
42" MIN.
12 3: 1
GRAB BAR
TLT. PAPER Lj-j
z
ELEVATION 'B' <
m
C:>—CONNECT TO EXIST. VTR u >
H . C. TOILET DETAILS -i
m
NOTE:
USE AS REFERENCE FOR THE PLACEMENT
OF FIXTURES AND ACCESSORIES. z
< <
__j
<
PLUMBING FIXTURE SCHEDULE:
-4
TRAP
SYMBOL DESCRIPTION CW HW SIZE REMARKS
P-2
C>— 2"VTR P-1 WATER CLOSET of
0.5 3 FLUSHOMETER TANK (1.6 GPF)
C>— 2
P-2 H.C. WATER CLOSET IV
0.5 — 3 FLUSHOMETER TANK (1.6 GPF)
3 To EXISTING
y- 2 it SEWER P-3 LAVATORY 0.5 of 0.5 1.25 WALL HUNG
P-3 4 P-4 H.C. LAVATO RY 0.5 to 0.5 1.25" WALL HUNG
P-5 HAND SINK 0.5" 0.5 1.25" DRAIN TO FLOOR SINK
2
2 RAMP DOWN
IV P-6 3 COMP. SINK 0.5" 0.5" 1.5" DRAIN TO FLOOR SINK
3 0
3 it E-4
P-1 P-7 DISHWASHER 0.5" 0.5" 1.5" DRAIN TO FLOOR SINK u
-c� 0
P-8 UTILITY SINK 0.5" 0.5 1.5" DRAIN TO FLOOR SINK P4 (0
E--1
2 z
0 N
C'4
FID
4 $4
2 ftsv -t, 0
0)
FID
TAP ROOM
FS
3 BREWERY
FS 3 FID FID A
'MwEY PLAN r REVISIONS
32%N9T2%l'm0Y ROSE'no k�� n PERMIT 9-30-16
N.T.S. N.T.S.
OA
A�c
PLUMBING CONTRACTOR: TURNER PLUMBING COMPANY
QUALIFYING AGENT: WORTH B. TURNER
PHONE: 904-396-7044
ADDRESS: 1903 HENDRICKS AVENUE JACKSONVILLE, FLORIDA
LICENSE NUMBER: CFCO297461
DATE 8-30-16
ELECTRICAL PLANS PREPARED UNDER CHAPTER 489 AND PART IV DRAWN BY SCH
OF CHAPTER 553. CHECKED BY
SHEET NO, OF
rK
Ljj
0 0
r1o,
n 5
P2-1 P2-3 P2-5 j
LEnJ P2-8 P2-8
<
COND. EVAP.
n <
M Q P2-8 P2-8 P**d!-8 P2-8 Ld
L L -J F- --I 1- --1 M
COND. EVAP. EVAP. 0 0
L P T z
P2-8 P2-8 <
L -J L L
<
WIP WP
P2-14 P2-14 P2-6 P2-6
P2-6 P2-6
RTU 2 P2-14 P2-14 P2-114 Lj
P2-12 0 GFI OQO Fo� F1 W WC G I Bc n--oo'
8 1 M
POWER POLE
50 AMP 3 DHASE CIRCUIT FOR KEG WASHER LO
PILOT SYSTEM & TRANSFER PUMP 208-230VAC, 34FLA, 3 PHASE T-
P2-12 USB USB us B Fv] us 8 1-U] 25' POWER CORD WITH NEMA L15-50 PLUG INCLUDED WP GFI U C:d
P2-6 <
15HP TRANSFER PUMP
PANEL
10� FH8-230VAC, 7FLA, 3 PHASE 9*P" z
T1 25' POWER CORD WITH NEMA M
61 n.JLn L15-20 PLUG INCLUDED
n r
01 PANEL
I fl � I),
99P2" z >
7X7HP GLYCOL CHILLER
21 208-230VAC, 75FLA, 3 PHASE
LOCATE DISCONNECT ON EXTERIOR WALL C)
< <
RTU #1 10
<
(0
N 12-VESSEL CELLAR CONTROL 5HP GRIST MILL 0 i
110VAC, 6FLA.. SINGLE PHASE 208-230VAC, 10FLA, 3 PHASE < N
MOTOR STARTER & DISCONNECT REQ.
FIR
J BOILER RETURN TANK UTILITY SINKS
1 0 0
P2-10
-6
GFI P2-6 JANITOR
GF1
P2-10
EXIST.
3070 AIR
INTAKE EXH. RECIRCULATING PUMPFH-�
15HP HLT & CLT PUMPS BREWHOUSE CONTROL PANEL 15HP AUGER MOTOR GAS W.H. W/CIRC LINE �4
208-230, 7FLA, 3 PHASE 208-230VAC, 41 FLA., 3 PHASE RA FDJ 220VAC, 10FLA.. LSINGLE PHASE 0
POWER FROM BREWHOUSE CONTROL PANEL LOCATE REMOTE POWER SWITCH MOTORIZED VENT
508 WEIL-MCLAIN BOILER f G1
0
120VAC, 8FLA, SINGLE PHASE 8CU.FT. CARBON FILTER 0
V NPT GAS CONNECTION (6-14' W,C. REQ,) 110VAC,, 5FLA, SINGLE PHASE (D
F-1 E--4 c-4
E 2.00U.FT. WATER SOFTENER
110VAC, 5FLA, SINGLE PHASE
FF-]
C)
B non EWE �"RD vu L nPOWER nPLAN
SCALE: 1 /4"=1'-Ov1 z
Equipment Voltage Amperage Breaker Phase conduit Wire HP CKT
A Brewhouse Control Panel 208 41 50/3 3 3/4 (4)#8,(1)#10 Pi
B H LT 20.8 7 15/3 3 1/2 (3)#12,(1)#12 1.5 P7 TAP ROOM
C CLT 208 7 15/1 3 1/2 (3)#12,(1)#12 1.5 P13
D Auger 208 10 15/2 1 1/2 (2)#12,(1)#12 1.5 P19
E 508 Weil-McLain Boiler 120 8 15/1 1 1/2 (2)#12,(1)#12 P23 ELECTRICAL SYMBOLS:
F Water Softner 120 5 15/1 1 1/2 (2)#12,(1)#12 P25
G Carbon Filter 120 5 15/1 1 1/2 (2)#12,(1)#12 P27
DUPLEX RECEPTACLE /BREWERY
H Recirculating Pump 120 2 15/1 1 1/2 (2)#12,(1)#12 P29
Transfer Pump 208 7 20/3 3 1/2 (3)#12,(1)#12 1.5 P31
Glycol Chiller 208 75 80/3 3 11/4 (3)�3,(1)#8 7 P37 GF. GROUND FAULT RECEPTACLE
K Keg Washer 208 34 40/3 3 3/4 (3)#8,#10 P43
L Large Cooler Cond. 208 54 60/3 3 1 (3)#6,#10 3.5 P49 WF WEATHER PROOF GFI RECEPTACLE
3 (3)#
M Keg Cooler Cond. 208 29 40/3 3 3/4 8,(1)#10 1.5 P2 REVISIONS
N RTU#1 208 52 60/3 1 (3)#6,(1)#10 P8
0 RTU#2 2 1 08 52 60/3 3 1 (3)#6,(1)#10 P14 - USB RECEPTACLE & OSIB PORT wEY nvo"" LAN PERMIT 9-30-16
P Large Cooler Fan Unit#1 208 3 20/2 1 1/2 (2)#1 ,(1)#12 P20 -
Q Keg Cooler Fan Unit 208 12 20/2 1 1/2 (2)#12,(1)#12 P24 N.T.S.
R Grist Mill 208 10 20/3 3 -1/2 (3)#12,_(l)#12 5 P34
S Vessel Celler Control 120 6 15/1 1 1/2 (2)#12,(1)#12 P28
T Large Cooler Fan Unit#2 208 3 20/2 1 1/2 (2)#12,(1)#12 P30
U Undercabinet Frig. 120 2.5 20/1 1 1/2 (2)#12,(1)#12 P46
V Dishwasher 120 12 20/1 1 1/2 (2)#12,(1)#12 P2-7
W Refrigerator#1 120 9.6 20/1 1 1/2 1 (2)#12.(l)#12 P2-1
x Refrigerator#2 120 9.6 20/1 1 1/2 1 _(2)#12,(l)#12 P2-3
y Refrigerator#3 1 120 9.6 20/1 1 1/2 (2)#12,(I)#12_ P2-5
ELECTRICAL CONTRACTOR: AMERICAN ELECTRICAL CONTRACTING Iwo,
QUALIFYING AGENT: EARL FRICK
PHONE: 904-737-7770
ADDRESS: 5065 ST. AUGUSTINE ROAD JACKSONVILLE, FLORIDA
LICENSE NUMBER: EC 13007311
DATE 8-30-16
ELECTRICAL PLANS PREPARED UNDER CHAPTER 489 AND PART IV DRAWN BY SCH
OF CHAPTER 553. CHECKED BY
LU
SHEET NO. OF
ry
U-1
cr-
co
C)
I OTO I
Lm L8 LL-
P2-4 P2-4\ P2-4 P2-4 P2-4 P2-4 P2-4 P2-4 <
7P2--4 P2 0
<
LJ
P2-4 m
so So 0 0
P2-4 P2-2 P2-2 P2-2 F-
P2-2 U z
P2-4 P2-4 <
ol
P2-4 <
-�"s
s SQ le
r P2-4 L�l Y== i - "ll! P2-4
BAR LIGHTS -3:
EVENT LIGHTS LLJ
s
0 000
P2-2
Lo
P2-4
U c�3
0
PANEL L-L]
P2-2
P2-2 P2-2 P2-2 P2-2 P2-2 M
P2-2 PANEL w
Q
93P211 v z u >
LL. m
A w 0
<
P2-4
P2-4
< <
10
<
Ln
< N
P2-2 P2-2 P2-2 P2-2
P2-4
a zil
s s
P2-2 P2-2 P2-2 P2-2
P2-4 P2-2 F-1
EXISTING
WALLPACK 0
E-1
0
0
(0
E--4 c,4
z
o
BREW L PLANO �4
0
SCALE: 1 /4"=l'-.0
z
w
ELECTRICAL LEGEND:
2x4 T8 4 MP FLUORESCENT FIXTURE (128 WATT) TAP ROOM
ol
4' 2 LAMP FLUORESCENT WRAP FIXTURE (64 WATT) BREWERY
DIRRECTiONAL TRACK HEAD W/LED LAMP (13 WATT)
120V TRACK W/COUPLING & END FEED (BLACK)
REVISIONS
6" RECESS CAN W/LED LAMP (11 WATT) wmEYnuo- LAN PERMIT 9-30-16
EMERGENCY LIGHT (4 WATT) N.T.S.
EXIT/EMER-JENCY LIGHT COMBO LED (4 WAIT)
04
s LIGHT SWITCH ELECTRICAL CONTRACTOR: AMERICAN ELECTRICAL CONTRACTING
So MOTION CONTROLLED LIGHT SWITCH QUALIFYING AGENT: EARL FRICK
PHONE: 904-737-7770
VILLE, FLORIDA
ADDRESS: 5065 ST. AUGUSTINE ROADJACKSON
1-0 VANITY FIXTURE W/(3) LED LAMPS (15 WATT) LICENSE NUMBER: EC 13007311 DATE 8-30-16
DRAWN BY SCH
ELECTRICAL PLANS PREPARED UNDER CHAPTER 489 AND PART IV
VAPOR PROOF FIXTURE W/LED LAMP (11 WATT) OF CHAPTER 553. CHECKED BY
SHEET NO. OF
Lij
>- EXHAUST FAN (120 WATT)
ch 2)
LLJ
3�:
LLJ
ry
m
0 0
0
L 1 C] L 1 EXIST.
L5 PANEL L3
D 0 D L, Cl D D ELECTRICAL LEGEND: .
Li 11c) I
Ll D C D D Cl D 0 D L3 DUPLEX RECEPTACLE
----------- 0 GROUND FAULT RECEPTACLE
m
RECEPTACLE & USB PORT
E)ICL, I
<
Ll L3 s LIGHT SWITCH 0
0
i
[ESB El El So MOTION CONTROLLED LIGHT SWITCH LL-
L3 db <
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STAGE Cl D Ll I'll-) ID 01 110-1 �D I L3 EXHAUST FAN (120 WATT)
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L7 L9 Lll L15 LIGHTS
D�L�1C] EREF.
D Cl D F I =I=t t t=4=t=4==i=t 47 ssssss WALL MOUNTED FIXTURE (30 WATT)
WALK IN COOLER EXIT/EMERGENCY LIGHT COMBO LED (4 WATT) Lij
COOLING FAN 208V 15A L2,4 1!Y
ROOFTOP COND. UNIT 208V 20A L6,8,10
I DIRRECTIONAL TRACK HEAD W/LED LAMP (13 WATT) m
Ll Ll 120V TRACK W/COUPLING & END FEED (BLACK)
TRACK PENDANT FIXTURE W/LED LAMP (12 WATT) U C;d
120V TRACK W/COUPLING & END FEED (BLACK) <
TRACK PENDANT FIXTURE W/LED LAMP (5 WATT) z
120V TRACK W/COUPLING & END FEED (BLACK) m
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r REVISIONS
PERMIT 9-30-16
N.T.S.
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ELECTRICAL CONTRACTOR: AMERICAN ELECTRICAL CONTRACTING 10,
QUALIFYING AGENT: EARL FRICK
-737-7770
PHONE: 904
ADDRESS: 5065 ST. AUGUSTINE ROAD JACKSONVILLE, FLORIDA
LICENSE NUMBER: EC 13007311 DATE 8-30-16
DRAWN BY SCH
ELECTRICAL PLANS PREPARED UNDER CHAPTER 489 AND PART IV
OFCHAPTER 553. CHECKED BY
r�r) SHEET NO. OF
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Job Location: BREWHOUSE
Job Location: BREWHOUSE
PANEL P Square D 120/208V 600 Amp MLO
NEMA 1 .3 Phase 4 Wire
CKT DESCRIPTION VA BRK'R P PANEL P2 Square D 120/208V 100 Amp MLO
C CKT DESCRIPTION VA BRK'R P C
I Brewhouse Control Panel 14770 50 3 314 2 Keg Cooler Cond. 10447 40 3 3/4 NEMA 1 3 Phase 4 Wire
3 of of to it is 4 of It of I,
5 go 9. 0. of 0 6 to 10 CKT DESCRIPTION VA BRK'R P C CKT DESCRIPTION VA BRK'R P C
7 HLT 2521 20 3 112 8 RTU#1 18733 60 3 1 Refrigerator#1 1152 20 1 1/2 2 Warehouse Lights 1249 20 1 1/2
9 If 10 to .0 11 to
I I to it $1 12 to 01 to 3 Refrigerator#2 1152 20 1 1/2 4 Office,Bath,Event Lights 565 20 1 1/2
13 CLT 2521 20 3 1/2 14 RTU#2 18733 60 3 1 5 Refrige tor#3 1152 20 1 1/2 6 Warehouse Rept 1440 20 1 1
is It to 01 go 116 It It 16 1. /2 8 Office Rece des 1440 20 1 1/2
17 It it to So Is to $1 7 Dishwasher 1152 20 1 1 10 Event Rm Receptacles 360 20 1 1/2-
19 Auger 2080 15 2 1/2 20 Large Cooler Fan Unit#1 624 20 2 1/2 9
21 of of It 22 to to 12 Event RM Receptacles 360 20 1 1/2
23 Weil-McLain Boiler 960 20 1 1/2 24 Keg Cooler Fan Unit 2496 20 2 1/2 13 14 Bar Receptacles 900 20 1 1/2
25 Water Softner 240 20 1 1/2 26 to of .1 to
27 Carbon Filter Soo 20 1 1/2 28 Vessel Celler Control 720 20 1 1/2 15 16
29 Recirculating Pump 300 20 1 1/2 30 Large Cooler Fan Unit#2 624 20 2 1/2 18
V
31 Transfer Pump 2522 20 1 1/2 32 of to of .1 20 <
33 So to of 34 Grist Mill 3602 it of .0 19 1
35 It It If 36 It to of to 21 1 22
to to of to
37 Glycol Chiller 27019 80 3 1 38 - 24
39 n It of It 40 Sub Panel 10922 .100 3 1114 23
41 It of 42 10 ot if of to 25 26
43 Keg Washer 12248 40 3 3/4 44 of It to of of 27 28
Lj
to to 0, 1. 29 30
45 of It of to 46 M
47 48
49 Large Cooler Cond. 19453 60 3 so Total 4608 Total 631 0 C)
51 to to of to to 52
53 to 0 to to to 64
Total 85234 Total 66901 Total VA 10922
Voltage 208
Total VA 152135 Phase= 3
Voltage= 208
Phase- 3 Amps= 30.32
Amps= 422.30
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.Job Location: TAP ROOM
PANEL L Square D 120/208V 200 Amp MLO Atlantic Beach Brewing Company
NENIA 1 3 Phase 4 Wire Riser Diagram
CKT DE S-CRIPTION VA BRIM P C CKT DESCRIPTION VA BRK'R P C
I Seating Track Lighting 406 20 1 1/2 2 Walk in Cooler Fan Unit 2496 20 2 1/2
3 Bar,Cooler,Bath Lighting 416 20 1 .1/2 4
6 Charging Station 360 20 1 1 1/2 6 1 Walk in Cooler Cond. 10447 40 3 3/4
1 1 1/2 8 It 600A
7 Receptacle 180 20 CT
9 Receptacle 180 20 1 1/2 10 to of go it Is 2000A ME ER MLO 100A
UNMETER PANEL MLO
11 Reachwin Refrigerator 1440 20 1 1/2 12 RTU 18733 60 3 1 MAIN B NEMA1 PANEL
13 Bar Shelf Receptacle 540 20 1 1/2 14 00 of 0 of of . BREAKER 120/208V NEMA1
11 120/208V 3 PHASE 3 PHASE
15 POS Receptacle 720 20 1 1/2 16 3 PHASE 4 WIRE 4 WIRE
17 1 Wine Refrigerator 1 330 20 1 1/2 18 4 WIRE CT 54 CKT E 0
(existing) CABINET
19 Bev,Refeigerator 330 20 1 1 1/2 20
HINGED 0
21 Dishwasher 960 20 1 1/2 22 311 0
23 t 24 E-4
25 26 Z
0
28
27
29 30
I
31 32
33 34
36 36
N
37 38 600A
vr00000!ove %J C—_r� 60
39 1 40 MAIN
42 BREAKER Conduit Wire
41 -1 1 1 1
311 A (3)2" (3)250MCM AL,(1)4/0 AWG AL C
01
Total 4-2 Total 31676 DISCONNECT
8 (1)11/4 (7)#12 THHN CU
C (3)2- (3)250MCM AL,(1)4/0 AWG AL,(1)2/0 AWG AL
D (3)2" (3)250MCM AL,(1)4/0 AWG AL,(1)2/0 AWG A L
Total VA 138 E (1)1 /2" (3)#2 AL,(1)#3 AL,(1)#6 AL
Voltage
Phase
Amps= 104.20
4 'E'REVISIONS
PERMIT 9-30-16
0401�p* j
4V
ELECTRICAL CONTRACTOR: AMERICAN ELECTRICAL CONTRACTING
QUALIFYING AGENT: EARL FRICK )OP
PHONE: 904-737-7770
- 5065 ST. AUGUSTINE ROAD JACKSONVILLE FLORIDA
ADDRESS.
LICENSE NUMBER: EC 13007311
DATE 8-30-16
DRAWN BY SCH
ELECTRICAL PLANS PREPARED UNDER CHAPTER 489 AND PART IV
OF CHAPTER 553. CHECKED BY
Uj ISHEET NO. OF
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DIED BY ALL AMERICAN 11 WATER BE SCHLOULE 40.SOLVENT MD.
S,PLUG 1.9MARy AN,TWOGRAFINCAL SURVEY INFORMATION PRQV` A WA_
I:CATE SEAT TYPE ALL GATE VALVES SHALL
GRAPHIC SCALE A x SURVEYORS. Np TYPES OF EXISTING WATER AND SEWER OPEN LEFT,
?.THE LOCATIONS.NVERM 1115 A VICES SHALL BE MADE VA_,H Lu
4 AND ARE EASED ON MAPS AND AS-BULT 17.WATER SERVICES SHALL BE PVC IIA SON 40. WATER SER
21-l'BACKIFLOW PREVENTERS MAINS HAVE NOT BEEN CONFIRMED XTIC SEAOL THE CONTRACTOR is SERVICE SADDLE AND COTM71ON STOP. SERVICE&ADDUES SHALL BE THE DOUBLE
13 5.0 INTOMAIM PROVIDED By TvE CITY OF AILA SAW STRAP FOR f PVC PIM
UNES PRIOR TO CONSTRUCTOK THE CIVIL CORPORATION ji�pi%IALL BE TOO FBION MOM TYPE AIR PAOC-40017
UNM TO PHYSICALLY UNCOVER NO COI-THE LOCATIONS-INVEST%SIZES STRAP VIDA FOR 4- 6%a Or PIPE OR BRIONIX OUTLET.
21-1*TAPS AND METi AND TYPES/CONDITIONS OF THESE
PROVIDE LOCKOUT METERS ENGINEER OF RECORD is NOT RESPONSIBLE FOR THEIR ACCURACY UL AIL WATER SERVICEs SNALL TENWHATE NTH A NIEW CURB STOP IN THE METIER BOX
on STOPS SHALL BE FORD BALL YALA 6-11 SEBB OR MCDONNELL SALL VALVE 1i
IN i (BY SUNSTATE METERS) j THE CONTRACTOR SNALL MST THE JOB STE PRO TO BIDDING TO FAMIUARUIE ALL WATER METERS TO BE DOUBLE WALL pLAsvc ATH'TOM FEW LIDS NO MAY BE V)
HIMSELF WTH JOB SITE CONINTION& SET By CITY OF ATLANTIC BEACH AT CONTRACTOWS EXPENi
I inch 30 It. FOR SEMAM ALL NECESSARY PERNITS FOR WORK ISL THREE(5)DAYS NOTIFICATION IS REQUIRED BUM My LINES AM TED INTO CITY OF
t THE CONTRACTOR IS RESPONSIBLE OF ATLANTIC BEACH
MINIM EXISTING RGHIS-Or-WAY OR EAAMENTS.FOR WORIK IN CITY ATLANTIC BEACH WATER AND SEWER SYSTUL THE EXCAVATOR MUST NOTIFY THE CAS
214 WATER SERVICES FLORIDA DEPARTMENT OF TRAN"TATO(FDOT)HIGHT-OF-WAY.CONTRACTOR UTILITY A mINENNUM(IF 48 HIM AND A UAKNUM OF 5 DAYS PRIOR TO EXAVATING
=00 A VALID UNDERGROUND UTILITY CONTRACTORS LICENSE IN ACCORDANCE WITH (MUCIhIr SA7UFi SUNDAYS,AND LEGAL HOUCAYS�
FS 4a CONTRACTOR IS RESPONSIBLE FOR SMUG ALL REQUIRED 20.REDUCED PRESSURE(Ri BACKFLOW PREVENTERS SHALL BE DESIGNED NO INSTAULED
oujim 0i Fir CONSTRUOTION/PUMANCE BONDS REQUIRED FOR THE RIGHT-OF-WAY PEFUT(S IN ACCORDANCE WIN AM M-14."BACKIFLOW PREVENTION AN CROSS CONNECTION z
ine WASTE WAWA QQLLEc7ICH/YRMSWSSION SYSTEM ATLANTIC BEACH GWSSCONNECTION CONIM POLICY <
x 56 APPLICATION To CONSTRUCT DOW FOR WASTEWATER 7.01 CONTAIN TWO INDEPENDENTLY ACTING CHECK VALVES AND AN 0 \A
50 LF-6'PVC WATER& OR NOTICE OF INTENT TO USE GENERAIL PERMIT BE LLI 0�
OCELECTO/TRANSASS"SYSTEM.PERMIT sNALL BE APPLIED IF AS APPLICABLE(STE IS AUTOMATICALLY OPMATING PRESSURE:DIFFERENTIAL ROM�ALVE AND SHALL
RECENTLY PERMITTED SySMEA CONTRACTOR Me -THE UNIT SHALL <
SERVICE CONFIRM PERMITS ARE SUITABLE FOR INSTALLATION IN AREAS SUBJECT TO SAcK PRESSURE
I INCLUDED IN A PPFUV OF ALL PERMIT CONDITION%PRIOR To CONTAIN SHUT OFF VALVES TITTED WITH TEST cooa APPROVED MODELS FOR SIZES 3/4 U
AVW"AND SHALL BE FULLY Al HROUGH 10 INCH INCLUDE VATTS 009 OR FEBOD Sa TEST RESULTS SHALL BE ilu*
COMMENCING M47MTIOK NICK T a
6.SEWER CAPACITY FEES(W)SHu BE SAM ON TOTAL NUMBER or Flom UNITS. COPED TO TY OF ATUINX BEACH UTIUTY DEPARTMENT. _j
-OF-WAY OR EASEMENTS SHALL MEET CIIY OF 21.SEWERS SHALL BE PVC,ASTM JO34,SDR 4 INTEGRAL OIL AND SPIGOT u
7.ALL CONSTRUCTION ATM RIGHTS AILS AS APPLICABLE TyPia SELLS POINTING UPSTREAM WWMT.
ATLANTIC BEA01 OR FLORIDA DOT STANSM SPECIFICATIONS AND DET 22.ALL MANHOLE COVERSMIAMES sNALL Be 7M10GRQE AND SHALL BE ADIJ51ED TO
ATLANTIC BEACH PUBLIC WORKS STANDARD DETAILS AND C13
5.SEE LATEST EDITION CITY OF E IN ACCORDANCE WTH CITY Of ATLANTIC BEACH FINISHED GRACE. L)
SPEICIFICAMONS.ALL WORK SHALL B 9 AND ALL APPLICAIRE STATE AND LOCAL 21 WATER AND SEIAER LINES ARE DEMO FOR FUSKED WAX AND SHALL BE
I-I"RPZ BACKFLOW STANDARD DETAILS AND SPECIFICATION PROTECTED UNTIL ALL WORK IS COWLETL
,pREVENTER FOR IRRIGATION REGULATION& WAIg AxD Si STANDARD DETAILS AND SPECIFICATONS 24."COMPLETION OF VICK THE CONTRACTOR SHALL SCHEDULE A TINAL INSPECTION
9.SEE CITY OF AILANTIC BEACH ATH X cry PMECT ENGINEER.A RECORD Or THE FINAL INISPECTOIN SHALL BE
x 1-1"TAP AND METER FOR FOR WATER TAP REQUIREIIENTS. pREpARM,UNDER THE SFERVBON OF A 0
IRRIGATION SERVICE I VEATKAL AND HOMONIN.CONTROL UNDER FROMM TO THE ENGINEEFEL'AS-Wi
'0�THE CONTRACTOR sHALL MAINTAIN LAND SURVEYOR. FLORIDA FOSTERED i SURVEYOK SNIALL BE PROVIDED To THE ENGINEER By THE <
SUPERVISION OF A FLORIDA REGISTERED CONTRACTOR FOR THIS WORK.'AS-SaTr TO BE PROVIDED M CITY OF ATLANTICC BEACH
51ONS AND REPORT DISCREPANCIES aS DM 11
PLANS ARE IN DIGITAL FMAT VIA AU70CAD R14 OR NEWEFL DWEER SHALL AT OW SF
.CONTRACTOR SHALL PROVIDE CERTIFICA11014 OF COWRETION TO 01 P.IN ACIOCROARCE WITH FAQ 0
TLM AND FOR ANY 25.THE CONTRACTOR SMALL WARRANTY ALL WORK IN FUGHT-OF-WAY(S)TO CITY OF De
MY EXCAVAPOK ATLANTIC BEACH AND/DR TEMA DOY AS APPLICABLE AND ALL STE WOW TO OWNER LLI
NOTE:BACKFILOW 10 VERIFY THE
PREVENTERS TO BE TESTED INKJ TWO(2)WORIKING Fop ONE(1)YEAR FROM DATE OF IN&ACCEPTANIM
I'STUB-OUT AND > AND CERTIFIED UPON CALL.I/Ei 26.STE ODNTMTOR 5 RESPONSIBLE FOR NOTIFYING ALL UTILITY ENTITIES FOR PHYSICAL 0
COMPLETED INSTALLATION FIELD LOCATES OF ALL UTILITIES PRIOR TO CONSTRUCTION,SlICULD My OCENSUCTS BE
PLUG FOR FUTURE ARCHITECTURAL PLANS DETERIIINED.CONIMTOR 19 RESPONSIBLE TO NOTIFY THIS OFFICE AS SOON AS POSSIBLE
CONNEC SEE PLAN VIEW FOR OF ALL WATER AND CONTRACTOR 10 INSTALL METER INOXEL I'DOMESTIC METEFt AND J*IRRIGATION METER TO
ARCHITECTURAL BE SET BY CITY OF ATLANTIC MACH AT CONTRACTOR'S EXPENSE
N CONTINUATION SANITARY z
OVL ORAWNG&&
11 ALL PIPE TRENCHES SHAUL BE BACKFILLED 91TABLE MATERIAL COMPACTED TO 95%
i ALL Mi To BE MODIFIED pRocTOR N if LIFTS.SPECIAL CARE SiAL BE TAKEN ON EACH SIDE OF THE
DOUBLE WALL PLASTIC WITH APES AND TO If ABOVE PIPE TOR PIPE EECHNNG SAUL 13E PER ETTY STANDARD DETAILS
'TOUCH READ"UDS CLASS a(WSS A),
14.THE CONTRACTOR SHALL PROyU NO LESS THAN 5'CLEARANCE BETWEEN ALL UTNUTIE&
MXNTAIN A MINIMUM OF 10'HORIZONTAL SEP-MATW BETWEEN PARALLEL WATER MAINS
LD AND SEWER MANS WHERE WATER AND SEVER MAINS M%MAINTAIN WATER MAIN
MR,"N le ABOVE SEWER NUA Tht CONTRACTOR SHAILL FIELD VERIFY THE VERTICAL
.3/s SEpARATIa ALTUMTg MES.M 91ALL BE AS DRECTED OR
ENGINEER APPROVED BY THE uj
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OFFiCIAL RECORDS VOLUME rn
2422,PAGE 881 T
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7255, PAGE 2077 ----------- ---------
Q NCHMARK STING GREASE TRAP AMPJ,
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NOTE-.PROVIDE ACCESS 4 If
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1 1-011, Date 9-30-02
-4
0
7-11 \-GUY P
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f_73- _15--_ C-RE 171-E
X SE v - 0 E -.4 0 WATER GUY RE Scale 1' 30'
S01 05 - V�LVE
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7- METER DG�vy 4�p A 2i ar�"s 51vmv fty
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44'Ev a,
�EYJSTINIG INLETS TO BE
& PROTECTED DURIN Checked By WET
TOP_f
ME'. E,
S.W -a I EA SAILM�A DRIVE CONSTRUCTION
V (60-R/W)
a. T-6. Job 02-035
CONTRACTOR TO REPAIR I REPLACE Sheet
EASTII INLETS TO BE my siDEIIi LANDSCAPE,CURB
PROTECTED DURING AND PAVEMENT AS A RESULT OF NEW
CONSTRUCTION(TYF`-) CONSTRUCTION;WORK TO BE DONE
IMMEDIATELY
GRAPHIC SCALE
I.)BOUNDARY AND TOPOGRAPHICAL SURVEY INFORMATION PROVIOED BY ALL 15-)ALL UNDIMOROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF
AMERICAN SURVEYORS,INC,(279-DOBal SUS-GRADE FOR PAVEMENT
10 4' 1)ALL DMENSONS TO FACE Of OURS UNLESS OTHERWSE NOTED. IIQ THE CONTRACTOR SHAUL BE RESPONSIBLE FOR THE LOCATION OF EXISTING SQUARE ACRES PERCENT
UPUTIES AND SHALL EXERCISE EXTREME CAUTION 941LE WORKING IN AREAS NEAR FEET OF SITE
.1)STAKING CONTRACTOR TO RETAIN A REGISTERED LAND SURVEYOR FOR EXISTING STRUCTURES AND UTILITIES.THE CONTRACTOR SHALL REPAIR OR PAY ULA
IN FELIT PARKING STAKEOUT UNLESS OTHERWISE APPROVED BY ARMTECT/lENONEEP FOR ALL DAMAGES MADE TO EXISTING STRUCTURES AND UIUTIES. PROPOSED SITE AREA 172,337 3.96 100.0%
4.)NEW DRIVEWAYS PROPOSED IN CITY RG
I jh 30 ft HT-oil-wa MUST CONFORM To IT)THE CONTRACTOR MUST OBTAIN ALL PERMITS PRIOR TO COMMENCEMENT
OTY STANDARDS:CONTRACTOR TO CONTACT CITY OF ATLANTIC BEACH PUBLIC
WORKS DEPARTMENT TO OBTAIN RIGHT-T-WAY PONT PRIOR TO OF CONSTRUCTION.ALL PERMITS MUST BE KEPT ON CONSTRUCTION STE AT ALL EXISTING PAVEMENT AREA 110,495 2.54 35.6%
COMMENCEMENT OF CONSTRUCTION. TIMES AS REWIRED. z
18.)ALL DISTURBED AREAS MiCH ARE NOT SODDED SHALL RECOW EXISTING BUILDING AREA 61,325 1.41 64.1%
1)CONTRACTOR TO REFER TO DETAILS FOR FLUNG AND REPAIRING EXISTING HYDROWULCH PER CITY STANDARDS.REFER TO LANDSCAPE PLAN FOR ALL -5
POTHOLES AND DEPRESSED AREAS OF PAVEMENT PROPOSED LANDSCAPE MAMMS/SPECIFICATIONS IN GREEN AREAS. TOTAL EXISTING IMPERVIOUS 171,820 3.95 99.7% CL
6.)PROVIDE r CONRETE HEADER CURB WERE INDICATED IN ACCORDANCE 19.)UNSUITABLE MATERIAL ENCOUNTERED SHALL BE LEGALLY DISPOSED OF AREA
MTN CITY REQUIREMENTS. OFFSTE At THE CONTRACTOR'S EXPEI'a OR DEPOSITED IN PROPOSED -
7.)HANDICAP RAMPS.SPACES AND SIGNAGE TO CONFORM NTH ANS,CITY, LANDSCAPE/BERM AREAS AS IS FEASIBLF- TOTAL EMSTING PERMOUS AREA 517 0.01 0.3%
Q�a 0-
AND STATE STANDARDS REGARDING HANDICAP ACCESS�wHKHEVM IS MORE 20.)CONTRACTOR SHALL VERIFY EXISTING PAVEMENT AND BUILDING LOCATIONS
STFJNGENT. AND ELEVATIONS PRIOR TO CONSTRUCTOR PROPOSED LANDSCAPE ISLANDS 7,230 0.17 4.2%
B)CONTRACTOR TO AST SITE AND LOCATE PROPERTY COMERS.LINES AND 21)DURING CONSTRUCTION.CONTRACTOR To PLACE HAY SALES AND S;LT OVER EXISTING PAVEMENT z a
VERIFY EXISTENCE OF ALL UTILITIES WHETHER 940AW OR NOT PRIOR TO ��iTANS AT ALL DOWNSTREAM DISCHARGE POINTS UNTIL CONSTRUCTION IS it]
COMMENCEMENT OF STE CONSTRUCTION COWUTE AND SEED/SOD HAS STABIUZED THE SOIL TO AVOID SILTATION AND PROPOSED TURF BLOCK AREA 12,388 0.2B u
9.)ALL DISTURBED EARTH AREAS SHALL BE SEEDED/MVLCHED OR LANDSCAPED, TURBIDITY IN ACCORDANCE TATH FLORIDA STREAM STANDARDS.
REFER TO LANDSCAPE PLAN FOR SPECIFIC PLANTING INFORMATION. 22-)CONTRACTOR TO NOTIFY CITY OF ATLANTIC BEACH PRIOR TO SITE TOTAL PROPOSED PERVIOUS AREA 20,135 0.46 11.7%- z
:0.)EAVING UTILITIES SHOM ON THESE PLANS ARE APPROAMATE ONLY AND u
CONSTRUCTION TO ARRANGE FOR LOCATION OF ANY ON-SITE TRANSFORMER
ARE BASED ON'AS--BUILI'INFORMATION PROVIDED.IT SHALL BE THE SRVICE/PAD FACILITIES AND MUST NOTIFY ENGINEER IF REIASION IS REQUIRED ON
CONTRACTOR'S RESKNS93LTY TO LOCATE AND VERIFY IN THE FIELD,THE PLAN FOR DEPICTION OF SUCH. z
HOMZONTAL AND VERTICAL LOCATIONS AND ELEVATIONS OF ALL EXISTING Cal
UTILITIES,V14ETHER S140VM OR NOT. 21)CONTRACTOR MUST CONTACT SUNSiNE AT 1-800-432-4770 48 HOURS u
PRIOR TO DIGGING FOR ACTUAL FIELD LOCATIONS OF ALL UNDERGROUND
11.)CONTRACTOR TO INCLUDE IN BID A UNIT PRICE FOR REMOVAL FACILITIES ATHIN THE LIMITS OF THE PROJECT,
REPLACEMENT OF LIMEROCK PAVEMENT"BASE MATERIAL z 0-
24.)FOR INFORMATION REQUIRED CONCEMING UNDERGROUND TELEPHONE UNES
IZ)ALL CONCRETE FOR CURB AND SIDEWALKS SHALL BE A MINIMUM STRENGTH BETWEEN SELL-TEL MA*OLES�THE UTILITY CONTRACTOR IS TO CALL
1O.'r OF 3,OW Pal.NTH A MAAMUM SLUMP OF 5 INCHES, 1-800-432-4770 WITHIN(5)DAYS PRIOR TO STARTING CONSTRUCTION FOR & Z
INFORMATION AND COORDINATION BY BELL-TEL REPRESENTAT1VE. T14EY WILL SET
11)CONTRACTOR TO SUENIT SHOP DRAWINGS TO CIVIL ENGINEER FOR REVIEW UP AN APPOINTMENT FOR CONFERENCE ON SITE,F REQUIRED. u-
FOR STRUCTURES PRIOR To ORDERINQ 25.)CONTRACTOR TO NOTIFY THIS OFFICE AT LEAST FIFTEEN(15)DAYS PRIOR 0
14,)ALL PIPE LENGTH$ARE SCALED DIMENSIONS.ALL DRAINAGE STRUCTURES TO COMPLETION OF CONSTRUCTION TO ENABLE PREPARATION OF STORMWATER ce
SHALL BE CONSTRUCTED TO CONFORM MTH OTY OF JACKSONVILLE STANDARDS 'AS-SUILTS"PURSUANT TO ST.JDMS RIVER WATER MANAGEMENT DISTRICT LLj
,7YjrGZ,P"1YaffW ffW1Y6',1"61-'V.5TWS AND DETAILS AND SHALL BE CONSTRUCTED TO COWORW NTH CURBING AND REQUIREMENTS. z 0
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OFFICIAL RW-CORDS VOLUME (n
2422, PAGE 881
&GRADE TO DRAIN FILL N EXISTING POTHOLES WIN FLOWABILIE in
t407-1 B-02'W(DIEED) POINT OF BEGINNING GROUT,STRIP OFF EXISTING ASPHALT AS LLJ -J
F.I J53.35VEFU) POSITIVE REQUIRED;INSTALL ASPHALT UEVEL.ING I.L.
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OVER DEPRESSED AREAS AND EXISTING ASPHALT
-2124 EAST AND WEST ACRCSS PROPERTY Ca C'J OFdVEWAY TO REMAIN
N07 RUNNING rRESU�IIACF.RESEAL AND RESTRIPE.NO
ACT) SET WE5R,&RV75"AGE 68
1,53.31'( PROVIDE 4'WHITE ENISTIN IIMEROCX TO BE REMOVED. a) CUT 00
OVERLAY EXISTING ASPHA. IMMEDIATELY INSIDE& STRIPING FOR NEW STALLS Rg !0 MATCH EXISTING NOTE'ACCESS TO BE
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M 217 9' .2 9-1 REAR OF
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9 A-Ili, 25'OF, ATLANTIC BEACH UJ r, 0 r,
�T'j CONSTRIXT CONCRETE 'A -5
FOR PROPOSED POWER FC- REQUIREMENTS
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f AND TRANSFORM
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ui 00
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TO REMAIN 104' 'F-N--T ---------------------------------- 13.30P
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d A2� S� STOP SIGN NO LEFT
> IN TURN SIGN
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th T
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3.50TC
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INSTALL MIAMI CIJREI OVERLAY EXISTING ASPH
NOTE. AREA �p REMOVE EXISTING STRIPING:, 11 11 3.001?
1�,'V41N,;qSDTRLPLEEQNEW-ADA 5 AFLLS PER--------i NTH NEW ASPHALT
I CNTSI
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SAW-CUT AND REMOVE EX STING ADA SMAGE FOR EACH '--CONCRETE DUMPSTER
&AND GUTTER IN IN'
51ALL ENCLOSURE(SEE DETAIL)
PAVEMENT.INSTALL LWIM--�' 10 4'
AREAS(7,230 S.F.I)TAL) L----------------------I
1�' a�5
9.14-1 10.4'1 J!�C� IV X 20!STALLS& ui
CONSTRUCT('Xlar
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7 5 PACE 2077 & EXISTING DRAIN
TOP=17601CONFIR11
A A RFNCHIJARK i I
laWrIT~ ASPHALT M A%MTN f
luv"�?(0) 1 1 CONSTRUCT It ROOF DRAIN
.4' CONSTRUCT S''AM X 4'THICK I INSTALL TURFBLOCK,SF RIUA
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SAW-CUT EXISTING EDGE OF
S P JIG
I GE;
4 1 (Sim WINSPOU IV
-8&�.pks--------- /ICONCRETE PAD AT CORRIDOR OR OTHER APPROVED
v i 't 0 AM A PERMEABLE PAVEMENT BLOCK
Wp%V74RCUTE TO SYSTEM
'w W.1:R
I�A �R I I., PIROPI&SED
MET R AV
226.7' M�0&W3CLEAR, 11
OVER I X I AATER NOTE.PROVIDE 40 C.F.
)457.7i'(DEED) ROLL-Off CONTAINER FOR
458.81 CT
aU27r
w 41 RANT 4' 4j,
2 E Q N C-R E L E -TEir BENCHMAR'l Date
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- :�6- , y -u6 u GLY WRE wAf #vx 1-0ff par
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4 Ary A"14,�'2 r
. 1 7
SAW-CUT AM RMVE .V,�T ' '-p ;, -husTiNG iNLEr.TO BE G CURB AND
IN, 1A
PR GUM
"�'NSI ING PAVEMENT.INSTALL APRON M REMAIN SAILFISH DRIVE CTED CONCRETE AND CONSTRLICT-W Crawn WES
LA OSCAPE AREAS(I I'l UNDISTURBEQ, CONS (ryp.) X r THICK CONCRETE
S.F.TOTAL) (60-R/W) NICE
24'VADE WHITE DFdVEWAY APRON NTH FOOT Checked By WET
EXISTING MIS TO BE STOP BAR(TIP.) CONTRACTOR TO REPAIR/MUCE STANDARD DROP CURB
& PROTECTED DUFJN STOP SIGN(TYP.) ANY SIDEWALK,LANIDSCAF&CURB A Job 02-035
CONSTRUCTION(TYP.) AND PAVEMENT AS A RESUI.T OF NEW 4a
CONSTRUCTION;WORK TO BE DONE Sheet
IMMEDIATELY
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