1071 Atlantic Blvd COMM21-0051 Int Buildout Keller WilliamsOWNER:ADDRESS:CITY:STATE:ZIP:
1071 ATLANTIC JAX
OWNER LLC 4923 CYPRESS ST W TAMPA FL 33607
COMPANY:ADDRESS:CITY:STATE:ZIP:
DUCKWORTH
CONSTRUCTION 5726 STUART AVENUE JACKSONVILLE FL 32254
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
177411 0040 SECTION LAND
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
1071 ATLANTIC BLVD COMMERCIAL ALTERATION
COMMERCIAL
INTERIOR BUILDOUT -
KELLER WILLIAMS $533000.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL
Notes:
Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container
cannot be placed on City right-of-way.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 11/23/2021
PERMIT NUMBER
COMM21-0051
ISSUED: 11/23/2021
EXPIRES: 5/22/2022
COMMERCIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BUILDING PERMIT 455-0000-322-1000 0 $1746.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $873.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $40.04
STATE DCA SURCHARGE 455-0000-208-0600 0 $26.69
TOTAL: $2,735.73
2 BUILDING BUILDING OFFICIAL NOTES INFORMATIONAL
Notes:
BUILDING OFFICIAL NOTES
Approved subject to attached PERMIT AND INSPECTION NOTES.
3 BUILDING BUILDING OFFICIAL NOTES INFORMATIONAL
Notes:
BUILDING OFFICIAL NOTES
Level 3 Alteration - all provisions of FBC-EB, Chapter 9 apply.
2 of 2Issued Date: 11/23/2021
PERMIT NUMBER
COMM21-0051
ISSUED: 11/23/2021
EXPIRES: 5/22/2022
COMMERCIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $1,862.73
COMM21-0051 Address: 1071 ATLANTIC BLVD APN: 177411 0040 $1,862.73
BLDG SUBSEQUENT PLAN REVIEW FEES $50.00
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BUILDING $1,746.00
BUILDING PERMIT 455-0000-322-1000 0 $1,746.00
STATE SURCHARGES $66.73
STATE DBPR SURCHARGE 455-0000-208-0700 0 $40.04
STATE DCA SURCHARGE 455-0000-208-0600 0 $26.69
TOTAL FEES PAID BY RECEIPT: R18111 $1,862.73
Printed: Tuesday, November 23, 2021 10:13 AM
Date Paid: Tuesday, November 23, 2021
Paid By: DUCKWORTH CONSTRUCTION
Pay Method: CREDIT CARD 549265842
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R18111
Final Plumbing
Final Electrical
Final HVAC
CC Final
Final Building*
Swimming Pool Steel
Swimming Pool Safety
Electrical Grounding & Bonding
Swimming Pool Final (Bldg)
Swimming Pool Final (PW)
Formed Columns/ Beams*
Masonry Cell Fill
Structural Steel*
OTHER:
OTHER:
OTHER:
OTHER:
OTHER:
Power Pole
Silt Fence
Piers/ Stem Walls
Underground Plumbing
Underground Electric
Foundation/ Footing
Slab**
Retaining Wall Footing
Driveway
Sewer (Building Dept)
Sewer Tap (Utilities Dept)
Rough Electric*
Rough Plumbing/ Top Out*
Rough Mechanical*
House Wrap
Wall Sheathing
Roof Sheathing
Tie-down Framing Connections
Rough Framing
Roofing In Progress
Window/Door In-Progress
Insulation Ceiling
Insulation Wall
Exterior Lath
Stucco Scratch Coat
Exterior Siding In-Progress
Brick Flashing & Ties
Early Power
Gas Rough
Gas Final*
* When all rough electric, plumbing, mechanical are complete but before any work is
covered up.
* When all gas piping is complete and wallboard is installed but before gas is
attached to any appliance. All outlets must be capped and pipe pressurized at a
minimum of 15 lbs.
* For new living space: When all construction work including electrical, plumbing,
mechanical, exterior finish, grading, required paving and landscaping is complete
and the building is ready for occupancy, but before being occupied
Additional inspections may apply to your project if your project
contains these elements:
INSPECTIONS REQUIRED FOR BUILDING PERMITS
To verify compliance with building codes, inspections of the work authorized are required at various points of the construction.
The following inspections are typically required for residential projects:
Date: Initial: Date: Initial:
_____________________________________________________
Permit Type
____________________________________________________
Permit No.
__________________________________________________________
Job Address
____________________________________________________
Contractor
POST THIS CARD WITH PERMITS AND PERMIT
DOCUMENTATION IN FRONT OF BUILDING
Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends
Building Department Public Works/Utilities Fire Department
Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789
Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203
* When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all
electrical, plumbing and mechanical work is in place, but before concrete is poured.
* When all structural steel members are in place and all connections are complete,
but before such work is covered or concealed.
** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION
C
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DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION DIVISION
PLAN REVIEW COMMENTS
Project: Permit No: Submission No:
1071 Atlantic Blvd
1
Initial Building
1. Mezzanine is demo or to remain life safety plan then.
Response: The mezzanine is to remain and has been added to the life safety plan on sheet G-2.
2. Exit signs to show egress path from center of building to exit door.
Response: Additional exit signs have been added on sheets G-2 (Life Safety Plan), A-3 (Reflected
Ceiling Plan), and E-2 (Lighting Plan).
3. Emergency lights to light egress path.
Response: Additional emergency lights have been added on sheets G -2 (Life Safety Plan), A-3
(Reflected Ceiling Plan), and E-2 (Lighting Plan).
4. Tactile signs.
Response: Tactile signs are noted on sheet G-1 (Note A) and locations are shown on sheet G-2
(Life Safety Plan) where note A next to the door indicates the Tactile Exit Sign.
5. Panic hardware on second exit door.
Response: Panic hardware has been added to the doors exiting the conference room (assembly
over 50 people).
FAILURE TO SUPPLY RESPONSE LETTER “WILL” RESULT IN A RETURNED FOR CORRECTIONS
PERMIT STATUS. Revised sheets should be clouded clearly showing areas were changes or corrections
have occurred and re-inserted with the original set of drawings with old sheets removed. Unbound plans
will not be reviewed. If this is an electronic submission, please make sure that written narrative is
submitted under correspondence along with a “complete set” (not just the revised sheets) of electronic
DSAE
DOHERTY SOMMERS
ARCHITECTS
ENGINEERS, INC.
CA # AA26000952
FL Certificate of Authorization #00009393
DSAE, Inc.
370 15th Ave S.
Units A & B
Jacksonville Beach, FL 32250
904-249-0698 Phone
904-241-0691 Fax
COMM21-0051
Revision Request/Correction to Comments **ALL INFORMATION
HIGHLIGHTED IN
GRAY IS REQUIRED. City of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: _____________________
Revision to Issued Permit OR Corrections to Comments Date: ________________
Project Address: ____________________________________________________________________________________
Contractor/Contact Name: ____________________________________________________________________________
Contact Phone: ______________________________ Email: _________________________________________________
Description of Proposed Revision / Corrections:
__________________________________________________________________________________________________
__________________________________________________________________________________________________
__________________________________________________________________________________________________
__________________________________________________________________________________________________
I_______________________________ affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
Will proposed revision/corrections add additional square footage to original submittal?
No Yes (additional s.f. to be added: _____________________________)
Will proposed revision/corrections add additional increase in building value to original submittal?
No *Yes (additional increase in building value: $____________________) (Contractor must sign if increase in valuation)
*Signature of Contractor/Agent: _______________________________________________________
__________________________________________________________________________________________________
(Office Use Only)
Approved Denied Not Applicable to Department Permit Fee Due $_______________
Revision/Plan Review Comments_______________________________________________________________________
__________________________________________________________________________________________________
Department Review Required:
Building _____________________________________________
Planning & Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities _____________________________________________
Public Safety Date
Fire Services Updated 10/17/18
Please feel free to contact us if you have any further questions or comments.
Craig A. Sommers, A.I.A.
MECHANICAL GENERAL NOTES SYMBOL LEGEND ABBREVIATIONS
1.ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN DUCTS, AND TRANSITION AROUND
OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COSTS.
2.LOCATE ALL RTU's, EF's, AND OTHER SERVICEABLE MECHANICAL EQUIPMENT A MINIMUM OF 10 FT FROM THE ROOF
EDGE. GUARDS SHALL BE PROVIDED WHERE SERVICEABLE MECHANICAL EQUIPMENT IS LOCATED WITHIN 10 FT.
OF A ROOF EDGE. THE GUARD SHALL EXTEND NOT LESS THAN 30 IN. BEYOND EACH END OF SUCH EQUIPMENT,
AND THE TOP OF THE GUARD SHALL BE LOCATED NOT LESS THAN 42 IN. ABOVE THE ELEVATED SURFACE
ADJACENT TO THE GUARD.
3.PROVIDE CONICAL TAKE-OFFS FOR ALL TAPS INTO DUCTWORK WITH VOLUME DAMPERS AT EACH TAKE-OFF FOR
CFM ADJUSTMENT.
4.COORDINATE DIFFUSER BOXES, SUPPLY, RETURN GRILLES AND OTHER MECHANICAL DEVICES WITH LIGHT
FIXTURES WHERE THE AIR DISCHARGES DIRECTLY ON THE FIXTURE. ENGINEER MUST BE NOTIFIED IN ALL CASES
WHERE COORDINATION IS IN QUESTION.
5.HORSEPOWER RATINGS ON MOTORS ARE BASED ON SCHEDULED EQUIPMENT AND DESIGN CONDITIONS. ACTUAL
FIELD CONDITIONS OR SUBSTITUTIONS FROM SCHEDULED EQUIPMENT MAY REQUIRE DIFFERENT HORSEPOWER.
IF LARGER MOTOR SIZES ARE REQUIRED OR CHANGES OCCUR IN VOLTAGES, COORDINATE ELECTRICAL SERVICE
TO ENSURE PROPER WIRE SIZES AND DEVICES AT NO ADDITIONAL COMPENSATION (DUE TO THESE CHANGES)
ASKED FOR OR REQUESTED BY ANOTHER CONTRACTOR OR TRADE. ADDITIONAL COMPENSATION RESULTING
FROM EQUIPMENT SUBMITTED FOR REASONS OF CONTRACTOR PREFERENCE OR AVAILABILITY, SHALL BE PAID BY
THIS CONTRACTOR WITH NO ADDITIONAL EXPENSE TO THE OWNER.
6.CONTRACT DRAWINGS ARE BASED ON THE EQUIPMENT SPECIFIED. MAKE ADJUSTMENTS, MODIFICATIONS OR
CHANGES REQUIRED, DUE TO USE OF OTHER EQUIPMENT, WITH NO ADDITIONAL COMPENSATION EXPECTED FOR
OR DEMANDED BY THIS CONTRACTOR OR ANY OTHER CONTRACTOR OR TRADE. ANY ADDITIONAL COMPENSATION
AS A RESULT OF CHANGES IN EQUIPMENT, STRUCTURAL FRAMING, CONCRETE FOUNDATION, OR OTHER PHYSICAL
CHANGES SHALL BE BORE BY THIS CONTRACTOR, WITH NO ADDITIONAL EXPENSE TO THE OWNER.
7.PROVIDE THERMOSTATS FOR ALL RTU's WHETHER SHOWN OR NOT. IF LOCATION IS NOT SHOWN ON DRAWINGS,
CHECK WITH ENGINEER FOR EXACT PLACEMENT. LOCATIONS SHOWN ARE APPROXIMATE, AND MAY NEED TO BE
ADJUSTED DUE TO FURNITURE LOCATIONS OR OTHER OBSTRUCTIONS. THERMOSTATS LOCATED IN PUBLIC AREAS
SHALL BE IN A LOCKABLE CASE.
8.PROVIDE SMOKE DETECTORS IN SUPPLY DUCTS FOR ALL RTU'S THAT DELIVER GREATER THAN 2000 CFM OF
SUPPLY AIR FOR UNIT SHUTDOWN. CONTRACTOR SHALL PROVIDE AUDIBLE AND VISUAL ALARM IN A CONSTANTLY
OCCUPIED LOCATION. ALARM SHALL BE LABELED "DUCT TROUBLE".
9.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2020 FLORIDA MECHANICAL CODE, WITH ALL
REVISIONS, NFPA 90A AND ASHRAE 62.1-2016.
10.MECHANICAL CONTRACTOR TO PROVIDE TENANT WITH A TEST AND BALANCE REPORT, EQUIPMENT AND LABOR
WARRANTIES AND PROVIDE A COMPLETE, OPERATIONAL MECHANICAL SYSTEM IN COMPLIANCE WITH ALL
APPLICABLE CODES.
11.MAINTAIN A MINIMUM OF 10'-0" BETWEEN ALL OUTDOOR INTAKES AND ANY VENTS OR EXHAUSTS.
12.ALL DUCTWORK LOCATED IN UNCONDITIONED SPACES SHALL BE INSULATED WITH A MINIMUM R-6.
13.RTU's SHALL HAVE AN OUTDOOR AIR INTAKE BALANCED TO SCHEDULED VALUES.
14.ROUTE CONDENSATE FROM RTU'S TO NEAREST ROOF DRAINS.
15.RTU CONCEALED DUCTWORK SHALL BE CONSTRUCTED WITH SHEET METAL OR DUCTBOARD. EXPOSED DUCT
SHALL BE SHEET METAL AND INTERNAL INSULATED OR DOUBLE WALL SPIRAL DUCT PER LATEST SMACNA
STANDARDS.
16.ALL RTU'S AND ROOF MOUNTED EF'S SHALL BE INSTALLED ON FACTORY INSULATED ROOF CURBS.
17.ALL ROOF CURBS SHALL BE FABRICATED SO THAT THE TOP OF CURB IS LEVEL WITH THE HORIZON REGARDLESS
OF ROOF PITCH.
18.ALL UNITS SHALL HAVE INSULATED DRAIN PANS AND SHALL BE INTERNALLY INSULATED AND WATERPROOFED.
CONDENSATE SHALL BE SIZED AND TRAPPED PER MANUFACTURER'S RECOMMENDATIONS.
19.RTU CASINGS SHALL BE DIEFORMED STEEL WITH SMOOTH PANEL CONSTRUCTION WITHOUT SHARP ANGLES OR
EDGES. ALL COMPONENT SECTIONS SHALL HAVE REMOVABLE PANELS FOR ACCESS TO THE INTERIOR.
20.PROVIDE ENGINEER OF RECORD WITH HVAC EQUIPMENT CUT SHEETS. CUT SHEETS SHALL BE APPROVED PRIOR
TO INSTALLATION.
21.THE MECHANICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING A BID FOR THE PROJECT. THE
MECHANICAL CONTRACTOR SHALL COORDINATE DUCTWORK LOCATIONS DESIGNED BY THE MECHANICAL
ENGINEER AND FIELD VERIFY ANY OBSTACLES OR CONFLICTS AND NOTE THEM IMMEDIATELY TO THE ENGINEER.
NO DUCTWORK SHALL BE FABRICATED PRIOR TO FIELD VERIFYING ALL EXISTING CONDITIONS.
NOTE: SOME SYMBOLS SHOWN DO NOT PERTAIN TO THIS PROJECT
THERMOSTAT/SENSOR
SUPPLY AIRFLOW
RETURN/ EXHAUST AIRFLOW
DEHUMIDISTAT
AIR DEVICE TYPE
CFM AMOUNT
SMOKE DETECTOR
DUCT TEMPERATURE SENSOR
CEILING RETURN AIR GRILLE
CEILING EXHAUST AIR GRILLE
MANUAL VOLUME DAMPER
CEILING SUPPLY AIR DIFFUSERNEW RECTANGULAR DUCT
(INSIDE DIMENSIONS; WIDTH X DEPTH)
FLEX DUCT (INSIDE DIMENSION)
NEW ROUND DUCT (INSIDE DIMENSION)
EXISTING DUCT TO REMAIN
EXISTING DUCT TO BE REMOVED
CONNECT NEW DUCT TO EXISTING DUCT
TRUNCATE DUCT - LIMIT OF DEMOLITION
VANED ELBOW
RADIUS ELBOW
TRANSITION - CONCENTRIC
TRANSITION - ECCENTRIC
SQUARE TEE
SUPPLY DUCT (UP & DOWN)
RETURN DUCT (UP & DOWN)
EXHAUST DUCT (UP & DOWN)
ROUND DUCT (UP & DOWN)
STANDARD BRANCH TAKE-OFF
DUCT / WALL MOUNTED SUPPLY REGISTER / GRILLE
DUCT / WALL MOUNTED
RETURN/ EXHAUST REGISTER / GRILLE
ABV ABOVE
AFF ABOVE FINISH FLOOR
AHU AIR HANDLING UNIT
BDD BACKDRAFT DAMPER
BHP BRAKE HORSEPOWER
BTU BRITISH THERMAL UNIT
CFM CUBIC FEET PER MINUTE
CIRC CIRCULAR
CU CONDENSING UNIT
DCI DUCTLESS CEILING-CASSETTE INDOOR
DCO DUCTLESS CEILING-CASSETTE OUTDOOR
DN DOWN
DWI DUCTLESS WALL-MOUNTED INDOOR
DWO DUCTLESS WALL-MOUNTED OUTDOOR
EAT ENTERING AIR TEMPERATURE
EDB ENTERING DRY-BULB (TEMPERATURE)
EER ENERGY EFFICIENCY RATIO
EF EXHAUST FAN
ESP EXTERNAL STATIC PRESSURE
EWB ENTERING WET-BULB (TEMPERATURE)
EX EXISTING
FD FIRE DAMPER
FF FLY FAN (AIR CURTAIN)
FLA FULL LOAD AMPS
FPM FEET PER MINUTE
FT FEET
GPM GALLON PER MINUTE
HE HEATER
HP HEAT PUMP
HP HORSEPOWER
HUM HUMIDIFIER
IN INCHES
IRH INFRARED HEATERS
KEF KITCHEN EXHAUST FAN
KW KILOWATT
L LOUVER
LAT LEAVING AIR TEMPERATURE
MBH THOUSANDS BTUs PER HOUR
MCA MINIMUM CIRCUIT AMPS
MOCP MAXIMUM OVER CURRENT PROTECTION
MOD MOTOR OPERATED CONTROL DAMPER
MUA MAKE-UP AIR UNIT
NA NOT APPLICABLE
NC NOISE CRITERIA
NC NORMALLY CLOSED
NO NORMALLY OPEN
NTS NOT TO SCALE
OA OUTSIDE AIR
OD OUTSIDE DIAMETER
PSI POUNDS PER SQUARE INCH
RA RETURN AIR
RECT RECTANGULAR
RH RELATIVE HUMIDITY
RLA RUN LOAD AMPERE
RTU ROOFTOP AIR HANDLING UNIT
RPM REVOLUTION PER MINUTE
SA SUPPLY AIR
SEER SEASONAL ENERGY EFFICIENCY RATIO
SF SUPPLY FAN
SS STAINLESS STEEL
SP STATIC PRESSURE
TYP TYPICAL
UC UNDERCUT DOOR
UNO UNLESS NOTED OTHERWISE
UTR UP THROUGH ROOF
V/PH VOLTS/PHASE
VCD VOLUME CONTROL DAMPER
VAV VARIABLE AIR VOLUME
VD VOLUME DAMPER
(MANUAL OPPOSED BLADE)
VFD VARIABLE FREQUENCY DRIVE
W WATTS
WEF WALL EXHAUST FAN
HEATER
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10-11-21
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DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS.
THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT
EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC.
THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT.
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M-1
BRANCH & FLEX DUCT SCHEDULE
0 - 160 CFM -6"Ø
165 - 250 CFM -8"Ø
255 - 380 CFM -10"Ø
385 - 470 CFM -12"Ø
475 - 700 CFM -14"Ø
705 - 1100 CFM -16"Ø
NOTE : BRANCH RUNOUT SIZE REFLECTS SUPPLY DIFFUSER NECK SIZE UNLESS OTHERWISE NOTED.
EXISTING ELECTRIC ROOFTOP UNIT SCHEDULE (EX)
MARK
INDOOR FAN DATA COOLING CAPACITY
EER MCA
(A)
MOCP
(A)
COMP.
RLA
(A)
HEATER
RATING
(KW)
ELECTRICAL DATA
UNIT
WEIGHT
(LBS)
BASIS OF DESIGN NOTESTOTAL
FLOW
(CFM)
0/A
(CFM)
ESP
(W.G.)
MOTOR
(BHP)
EDB
(°F)
EWB
(°F)
AMBIENT
(°F)
TOTAL
(BTU/HR)
SENSIBLE
(BTU/HR)VOLTS HZ PHASE
(EX)
RTU-1 5250 1000 0.6 3.7 80 67 95 187,800 163,000 12.2 82.6 100 27.6,
25 N/A 208 60 3 2003 CARRIER
50HC-D20A2P5A0B0A0 1-6
(EX)
RTU-2 6400 1200 0.6 --80 67 95 230,000 --11.2 118 125
22.4,
22.4,
25
N/A 208 60 3 2030 LENNOX
KCA240S4BN2Y 1-6
NOTES:
1 CHECK FUNCTIONALITY OF PROGRAMMABLE THERMOSTATS FOR ALL RTU'S.
2. CHECK FUNCTIONALITY OF DUCT MOUNTED SMOKE DETECTORS IN SUPPLY AIR, WIRED TO SHUT DOWN RTU. POWER WIRING BY ELECTRICAL CONTRACTOR, CONTROL (24VAC) WIRING BY
MECHANICAL CONTRACTOR
3. PROVIDE RAWAL VALVES
8. SERVICE RTUS AND RE-PROGRAM THERMOSTATS
AIR DISTRIBUTION DEVICE SCHEDULE
MARK DESCRIPTION MOUNTING FACE SIZE BASIS OF DESIGN NOTES
A 4-WAY SUPPLY LAY-IN 24"x 24" / 12"x 12" / 12"x 6"TITUS TMS-AA 1,2
B EGGCRATE RETURN LAY-IN 24"x 24" / 12"x 12"TITUS 50F 2
C 2-WAY SUPPLY DUCT 12" x 6"TITUS 301FS 1,2
D RETURN REGISTER DUCT 22" x 22"TITUS 355FS 1,2
NOTES:
1. LOUVER FACE.
2. WITH OPTIONAL DAMPER.
EXHAUST FAN SCHEDULE
MARK SERVICE TOTAL AIR
(CFM)
E.S.P.
(W.G)UNIT TYPE DRIVE POWER
(W)FLA VOLTS/PH/HZ MANUFACTURER MODEL NUMBER NOTES
EF-1,2,3,4,5,6 TOILET ROOM 70 0.13 CEILING DIRECT 15 0.27 115/1/60 GREENHECK SP-A70 1,2
EF-7 JANITOR CLOSET 70 0.13 CEILING DIRECT 15 0.27 115/1/60 GREENHECK SP-A70 1,2
NOTES:
1. INTERLOCK WITH LIGHT SWITCH.
2. PROVIDE BACKDRAFT DAMPER.
SH
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SHEET
DATE:
DRAWN BY:
CHECKED BY:
ABS
CMD
10-11-21
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DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS.
THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT
EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC.
THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT.
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M-2
(EX)
RTU-1
132
138
139 137
TOILET
TOILET
STORAGE HALL
RECEPTION
BAR
COFFEE
100
101
TRAINING ROOM
102
STORAGE
103
CONFERENCE
104
CONFERENCE
105
OFFICE
135
VIDEO AND PODCAST
118
OFFICE
119
OFFICE
127
OFFICE
133
OFFICE
109
OFFICE
113
OFFICE
112
112
OFFICE
111
OFFICE
110
OFFICE
108
OFFICE
114
STORAGE
115
TOILET
116
TOILET
117
ADA TOILET
120
OFFICE
121
OFFICE
122
OFFICE
123
OFFICE
124
OFFICE
125
OFFICE
126
ADA TOILET
128
OFFICE
129
OFFICE
130
OFFICE
131
JANITOR
134
OFFICE
141
COLLABORATIVE
140
107
COPY ROOM
STAINLESS STEELSINKSLYRICK-3283-4
142
BREAK ROOM
SPACE
106
OFFICE
136
OFFICE
EF-5
EF-4
EF-3
EF-7
EF-2
EF-1
EF-6
WALLCAP 490 CFM
(EX)
RTU-2
A
385
A
380
A
160 A
225
A
225
A
125
A
200
A
200
A
200
A
200
A
200
A
225
A
225
A
150
A
150
A
150
A
175
A
325
A
325
A
375
A
375
A
125
A
150
A
150
A
125
A
150A
125
A
200
A
200
A
150
A
250
A
250
A
350
A
375
A
375
A
375
A
25
A
50
A
75
A
50
A
50
A
50
A
50
A
50
A
50
A
125A
75
A
75
A
150 A
150
A
150
A
50
A
50
A
50
A
50
A
100
A
100
A
100
A
100
A
50
B
325
B
155
B
155
B
155
B
150
B
125
B
325
B
100
A
375
B
125
B
125
B
125
B
125
B
125
B
125
B
125
B
75
B
75
B
125
B
125
B
125 B
125
B
125
B
125
B
650
B
650
B
500
B
350
B
350
B
300
B
300
B
350
B
155
B
400
B
155
B
150
C
250
D
350
D
350
D
350
D
350
C
250
C
250
C
250
C
250
C
250
B
100
10"x10"(12"Ø)14"x14"(15"Ø)16"x16"(17"Ø)
14
"
x
1
2
"
14"x12"
18
"
x
1
6
"
14"x14"(15"Ø)18"x18"(19"Ø)
6"x8"
18"x18"
20
"
x
2
0
"
22
"
x
2
0
"
22
"
x
2
0
"
22
"
x
2
2
"
24
"
x
2
2
"
6"x8"10"x10"12"x10"
24
"
x
2
4
"
24
"
x
2
4
"
26"x24"26"x24"26"x26"26"x26"
8"
x
8
"
6"
x
8
"
28
"
x
2
6
"
24
"
x
2
4
"
8"x8"
8"x8"
6"x8"
26
"
x
2
4
"
26
"
x
2
4
"
26
"
x
2
4
"
6"x6"
10"x10"
8"
x
8
"
26"x26"
6"
x
8
"
6"
x
8
"
6"
x
8
"
6"
x
8
"
28"x26"
10"x10"12"x10"
6"x8"
12
"
x
1
2
"
14"x12"
6"x8"
10
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x
8
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12
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x
1
2
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14
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x
1
4
"
16
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x
1
4
"
16
"
x
1
6
"
18
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1
6
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18
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x
1
6
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8"
x
1
0
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10"x10"12"x10"14"x14"16"x14"16"x16"
6"x10"8"x10"
16
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x
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18
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1
6
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18
"
x
1
6
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18
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x
1
6
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6"x8"10"x8"
18
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x
1
8
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20
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x
1
8
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28"x20"(30"x18")28"x20"(30"x18")
8"x8"6"x10"
6"
x
1
0
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12
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x
1
2
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12
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x
1
2
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10
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x
1
0
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14
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x
1
4
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16
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x
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18
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x
1
6
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SH
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SHEET
DATE:
DRAWN BY:
CHECKED BY:
ABS
CMD
10-11-21
37
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DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS.
THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT
EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC.
THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT.
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MECHANICAL PLAN M-3
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SHEET
DATE:
DRAWN BY:
CHECKED BY:
ABS
CMD
10-11-21
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DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS.
THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT
EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC.
THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT.
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SCALE:N.T.S.
RADIUS ELBOW - RECT. DUCT
SCALE:N.T.S.
ELBOW DETAIL - RECT. DUCT
SCALE:N.T.S.
FLEX DUCT CONNECTION DETAIL
SCALE:N.T.S.
RTU CONNECTION DETAIL
SCALE:N.T.S.
TOILET EXHAUST DETAIL
SCALE:N.T.S.
RTU CURB DETAIL
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E
1. SANITARY, WASTE AND VENT PIPE AND FITTINGS SHALL BE SOLID CORE DWV SCH 40 PVC, MATERIAL AS SPECIFIED, UNLESS STAT
E
D
OTHERWISE BY LOCAL CODES AND REGULATIONS. PROVIDE APPROVED FIRE RATED JACKET WHERE PIPE PASSES THROUGH RETU
R
N
A
I
R
PLENUM.2. OFFSET VENT THRU ROOF'S (VTR'S) AS REQUIRED TO PENETRATE ROOF AT LOCATION AT LEAST 10' FROM AIR CONDITIONING UNI
T
I
N
T
A
K
E
S
AND TERMINATE A MINIMUM OF 12" (INCHES) AWAY FROM ANY VERTICAL SURFACE. COORDINATE EXACT LOCATION OF AIR CONDITI
O
N
I
N
G
UNITS WITH MECHANICAL CONTRACTOR AND ADJUST AS NECESSARY. EXISTING VTR'S MAY BE RE-USED WHERE SUITABLE.3. REFER TO RISERS FOR PIPE SIZES NOT SHOWN ON PLAN. REFER TO SCHEDULE FOR SANITARY DRAIN, DOMESTIC WATER AND IN
D
I
V
I
D
U
A
L
VENT CONNECTION SIZES.4. REFER TO ARCHITECTURAL PLANS TO CONFIRM LOCATION OF FIRE RATED WALLS, SMOKE BARRIERS, AND SMOKE PARTITIONS.
A
L
L
PENETRATIONS OF RATED WALLS SHALL BE MADE WITH FIRE STOPPING MATERIALS IN ACCORDANCE WITH THE 2020 FLORIDA BUIL
D
I
N
G
C
O
D
E
REQUIREMENTS. PENETRATIONS OF ALL FIRE RATED ASSEMBLIES SHALL BE MADE IN ACCORDANCE WITH THE FIRE RATED ASSEM
B
L
Y
'
S
U
L
LISTING, AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.5. SLEEVE ALL FLOOR/WALL PENETRATIONS THAT ARE NOT CORE BORED.6. POTABLE WATER PIPING AND FITTINGS SHALL BE CPVC WITH COMPATIBLE CPVC FITTINGS AND SOLVENT CEMENT, MATERIAL AS
S
P
E
C
I
F
I
E
D
.
OR POTABLE WATER PIPING AND FITTINGS SHALL BE TYPE K COPPER BELOW GRADE AND TYPE L COPPER ABOVE GRADE AS SPECI
F
I
E
D
.
PROVIDE APPROVED FIRE RATED JACKET WHERE PIPE PASSES THROUGH RETURN AIR PLENUM.7. INSULATE ALL HOT WATER PIPING, AND COLD WATER PIPING IN EXPOSED LOCATIONS, AS SPECIFIED.8. REFER TO WATER HEATER DETAIL FOR EMERGENCY DISCHARGE, DRAIN PAN, AND OTHER PIPING REQUIREMENTS.9. ISOLATION AND SHUTOFF VALVES AND STOP VALVES SHALL BE GATE VALVES, BALL VALVES OR ANGLE STOPS, RATED FOR 150 P
S
I
A
T
1
8
0
°
F
.
REFER TO SPECIFICATIONS.10. PROVIDE WATER HAMMER ARRESTORS FOR ALL FIXTURES IN ACCORDANCE WITH PDI 201 GUIDELINES.11. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS AND/OR FLOOR SINKS. PROVIDE ADA COVERING OVER TRAP PRIMERS INSTALL
E
D
U
N
D
E
R
ADA LAVATORIES AND SINKS.12. ALL WATER PIPE SHALL BE RUN CONCEALED IN CHASE, WALL, OR ABOVE CEILING EXCEPT IN MECHANICAL ROOMS OR AS OTHER
W
I
S
E
NOTED.13. PRIOR TO ORDERING FIXTURES, CONFIRM DIMENSIONAL FIT-UP REQUIREMENTS FOR DWV PIPING LAYOUTS, FRAMING/MILLWOR
K
,
F
A
U
C
E
T
TRIM HOLES, ETC. AND COORDINATE ANY REQUIRED ADJUSTMENTS FOR PROPER FIT FORM AND FUNCTION OF EACH FIXTURE.14. PROVIDE ALL REQUIRED FITTINGS FOR COMPLETE INSTALLATION OF EACH FIXTURE INCLUDING, BUT NOT LIMITED TO, 3/8" FLEXI
B
L
E
SUPPLIES, ESCUTCHEON PLATES, STOP VALVES, DRAINS, TRAPS, MOUNTING HARDWARE, ETC. ALL EXPOSED HARDWARE SHALL B
E
P
O
L
I
S
H
E
D
BRASS OR CHROME FINISH.15. INSTALL ALL FIXTURES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, PLUMB AND LEVEL, PROPERLY SECURED
A
N
D
SEALED TO WALL OR FLOOR.16. ALL PLUMBING FIXTURES AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE 2020 FLORIDA PLUMBING CODE AND
E
N
E
R
G
Y
CONSERVATION CODE, LATEST EDITION ADOPTED BY AUTHORITY HAVING JURISDICTION.17. ALL PLUMBING FIXTURES AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE 2020 FLORIDA ACCESSIBILITY CODE.
E
N
S
U
R
E
SANITARY ROUGH-INS ARE LOCATED TO MAINTAIN ADA CLEARANCES AFTER FIXTURES ARE INSTALLED. REFER TO ARCHITECTURA
L
S
H
E
E
T
S
FOR EXACT DIMENSIONS.18. REVIEW PLANS TO CONFIRM ADEQUATE CHASE AND/OR WALL CAVITY CLEARANCE EXISTS PRIOR TO INITIATION OF WORK.19. ALL PIPING, MATERIALS AND EQUIPMENT ARE NEW UNLESS OTHERWISE NOTED.20. REVIEW BUY AMERICA(N) REQUIREMENTS WITH GENERAL CONTRACTOR. IF RELEVANT TO THIS CONTRACT, CONFIRM ALL EQUIP
M
E
N
T
PROVIDED MEETS THESE REQUIREMENTS, REGARDLESS OF MAKE/MODEL INDICATED ON BASIS OF DESIGN EQUIPMENT SCHEDULE
S
.
21. ALL WORK AND MATERIAL SHALL BE PERFORMED AND INSTALLED IN COMPLIANCE WITH THE 2020 FLORIDA BUILDING CODE AND
A
L
L
CURRENT AMENDMENTS. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CO
D
E
S
.
22. ALL PLUMBING WORK SHALL BE INSTALLED TO AVOID INTERFERENCES WITH ELECTRICAL, MECHANICAL AND STRUCTURAL FRA
M
I
N
G
.
23. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWIN
G
S
.
24. BEFORE COMMENCEMENT OF WORK, CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS, ELEVATIONS, AND CHARACTERISTIC
S
O
F
A
L
L
UTILITIES AND PIPING. IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES.25. ALL WASTE AND VENT PIPING SHALL SLOPE AT 1/8" PER FOOT OR 1/4" PER FOOT UNLESS INDICATED OTHERWISE.26. REMOVE ALL FACTORY MARKINGS ON EXPOSED PVC PIPING. USE ACETONE, XYLENE, MEK OR ANOTHER APPROPRIATE SOLVEN
T
.
27. FLOOR CLEANOUTS SHALL BE INSTALLED FLUSH TO FINISHED FLOOR, NO DISHING PERMITTED.28. ALL VENT PIPING SHALL BE FULL LINE SIZE IF A WALL CLEAN-OUT IS SHOWN OR AS INDICATED.29. FLOOR DRAIN LINE SIZE AND VENTING IN ACCORDANCE WITH THE 2020 FLORIDA PLUMBING CODE INCLUDING LATEST REVISIONS
,
COMBINATION WASTE AND VENT SYSTEM.30. ALL VENT PIPING SHALL BE LOCATED WITHIN MASONRY WALLS AND OTHER WALL CONSTRUCTION THAT MAY BE USED TO ENCL
O
S
E
T
H
E
VENT PIPING. PIPING SHOWN ON DRAWINGS MAY NOT REFLECT THIS INSTALLATION METHOD BECAUSE OF THE DEGREE OF DETAILINCONSISTENT WITH 1/8" PLANS. IF PIPING CANNOT BE INSTALLED WITHIN THESE STRUCTURES, APPROVAL OF THE ENGINEER OF A
N
O
T
H
E
R
INSTALLATION METHOD IS REQUIRED. ALL EXPOSED VENT PIPING SHALL BE ATTACHED TO WALL NO FURTHER THAN 3" AWAY.31. PLUMING FIXTURE DESCRIPTION SHALL TAKE PRECEDENCE WHEN EXISTS A CONFLICT WITH THE DESCRIPTION AND MODEL NU
M
B
E
R
.
32. PLUMBING CONTRACTOR SHALL PROVIDE A PRESSURE REDUCING VALVE (PRV) WHERE WATER MAIN ENTERS BUILDING IF PRES
S
U
R
E
EXCEEDS 80 PSI. SET PRESSURE REDUCING VALVE TO 75 PSI.33. WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION TO THESE PLANS TO AVOID MISTAKES, THE DESIGNER AND COM
P
A
N
Y
CANNOT GUARANTEE AGAINST ERROR OR UNFORESEEN FIELD CONDITIONS. THE CONTRACTOR OR BUILDER MUST CHECK ALL DIM
E
N
S
I
O
N
S
AND DETAILS AND REPORT ANY DISCREPANCIES.34. CONTRACTOR MUST CHECK EQUIPMENT NOT IN CONTRACT SO THAT THE SERVICE REQUIREMENTS ARE CORRECTLY TYPED, AD
E
Q
U
A
T
E
L
Y
SIZED, AND ROUGHED-IN PROPERLY SO AS TO MINIMIZE THE AMOUNT OF MATERIALS AND FITTINGS NEEDED FOR FINAL HOOK-UP, R
E
S
U
L
T
I
N
G
IN A NEAT AND ORDERLY LOOKING INSTALLATION.35. COORDINATE WITH GENERAL CONTRACTOR AND ALL OTHER DISCIPLINES FOR CONNECTION REQUIREMENTS AND RUN LOCATIO
N
S
T
O
PREVENT CONFLICTS.PROJECT PIPING NOTES1. PROVIDE TRAPEZE PIPE HANGERS FOR PIPES 3 OR MORE. DOUBLE NUT U-BOLTS EVERY THIRD HANGER. U-BOLT SHALL BE LOOS
E
L
Y
FASTENED. INTENT IS NOT TO BIND OR HOLD PIPE, BUT ONLY TO PROVIDE LATERAL SEPARATION.2. PROVIDE 1" X 1" X 1/8" ANGLE WELDED TO BOTH SIDES OF PIPE OF BAR JOIST IF PIPE HANGAR IS MORE THAN 6" AWAY FROM PAN
E
L
P
O
I
N
T
S
.
3. PROVIDE WATER HAMMER ARRESTORS FOR ALL GANG TOILET AREAS OR ANY OTHER SINGLE OR MULTIPLE WATER USING DEVIC
E
.
4. FASTEN ALL INSULATION PIPE SHIELDS TO PIPE INSULATION WITH ADHESIVE.5. ALL PIPE SUPPORT SYSTEMS SHALL NOT CRUSH THE INSULATION WHEN RESTING UPON THE SUPPORT. THE USE OF METAL SADD
L
E
S
I
S
NECESSARY WHEN THE WEIGHT OF PIPE EXCEEDS THE WEIGHT SUPPORT LIMIT OF THE INSULATION.6. PIPE SIZES MAY BE SHOWN FOR THE SAME PIPING ON MORE THAN ONE PLAN. IN CASE OF PIPE SIZE DISCREPANCY, THE LARGE
R
P
I
P
E
S
I
Z
E
SHALL BE CONSIDERED CORRECT DURING THE BIDDING AND DURING CONSTRUCTION UNLESS SPECIFICALLY APPROV
E
D
B
Y
T
H
E
ARCHITECT/ENGINEER OTHERWISE.7. PROVIDE SHUT-OFF VALVES FOR BOTH HOT AND COLD DOMESTIC WATER AT ALL RESTROOM LOCATIONS AND HEAT TRAPS FOR
W
A
T
E
R
HEATERS.8. PROVIDE 1" INSULATION ON HOT WATER PIPING. REFER TO TABLE C403.2.10 OF THE 2020 FLORIDA ENERGY CONSERVATION COD
E
.
9. PIPE PENETRATIONS THROUGH FIRE RATED WALLS AND FLOORS SHALL BE INSULATED AND HAVE SPACE SEALED WITH FIRE STO
P
M
A
T
E
R
I
A
L
.
10. PROVIDE A POSI-SET SYSTEM GAS CONNECTION SYSTEM FOR ALL GAS APPLIANCES.
P
R
O
J
E
C
T
D
E
M
O
L
I
T
I
O
N
N
O
T
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PLUMBING LEGEND AND PROJECT NOTES
P
-
1
SHEET TITLE:
S
H
E
E
T
D
A
T
E
:
NO.
D
R
A
W
N
B
Y
:
C
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C
K
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D
B
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:
M
J
S
C
M
D
REVISIONDATE
1
0
-
1
1
-
2
1
370 15th Ave S; Units A & B
Jacksonville Beach, FL 32250
904.249.0698 p
DOHERTY SOMMERS
ARCHITECTS ENGINEERS, INC.
904.241.0691 f
www.dsae.net
Florida Certificate of Auth No: 00009393
Florida License No.: AA26000952
D
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S
I
G
N
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CAREN M. DOHERTY, P.E.
FL. P.E. #-55021
CAREN M. DOHERTY, P.E.
FL. P.E. #-55021
CAREN M. DOHERTY, P.E.
FL. P.E. #-55021
KELLER WILLIAMS
1071 ATLANTIC BLVD.
ATLANTIC BEACH, FLORIDA 32233
TENANT BUILD-OUT
PLUMBING SCHEDULES
P
-
2
SHEET TITLE:
S
H
E
E
T
D
A
T
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:
NO.
D
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A
W
N
B
Y
:
C
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C
K
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D
B
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:
M
J
S
C
M
D
REVISIONDATE
1
0
-
1
1
-
2
1
370 15th Ave S; Units A & B
Jacksonville Beach, FL 32250
904.249.0698 p
DOHERTY SOMMERS
ARCHITECTS ENGINEERS, INC.
904.241.0691 f
www.dsae.net
Florida Certificate of Auth No: 00009393
Florida License No.: AA26000952
D
E
S
I
G
N
E
R
E
X
P
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S
S
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CAREN M. DOHERTY, P.E.
FL. P.E. #-55021
CAREN M. DOHERTY, P.E.
FL. P.E. #-55021
CAREN M. DOHERTY, P.E.
FL. P.E. #-55021
KELLER WILLIAMS
1071 ATLANTIC BLVD.
ATLANTIC BEACH, FLORIDA 32233
TENANT BUILD-OUT
STAINLESS STEELSINKSLYRICK-3283-4 OFFICE113
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F
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1
1
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COPY ROOM107 BREAK ROOM107HALL137STORAGE139TOILET138 TOILET132 JANITOR131 ADA R.R.126 ADA R.R.117 RESTROOM116 RESTROOM115 STORAGE114.
.
PARTIAL SANITARY WASTE PLAN & SANITARY RISER
P
-
3
SHEET TITLE:
S
H
E
E
T
D
A
T
E
:
NO.
D
R
A
W
N
B
Y
:
C
H
E
C
K
E
D
B
Y
:
M
J
S
C
M
D
REVISIONDATE
1
0
-
1
1
-
2
1
370 15th Ave S; Units A & B
Jacksonville Beach, FL 32250
904.249.0698 p
DOHERTY SOMMERS
ARCHITECTS ENGINEERS, INC.
904.241.0691 f
www.dsae.net
Florida Certificate of Auth No: 00009393
Florida License No.: AA26000952
D
E
S
I
G
N
E
R
E
X
P
R
E
S
S
L
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ARCHITECTS ENGINEERS, INC.
904.241.0691 f
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904.249.0698 p
DOHERTY SOMMERS
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904.241.0691 f
www.dsae.net
Florida Certificate of Auth No: 00009393
Florida License No.: AA26000952
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904.249.0698 p
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ARCHITECTS ENGINEERS, INC.
904.241.0691 f
www.dsae.net
Florida Certificate of Auth No: 00009393
Florida License No.: AA26000952
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370 15th Ave S; Units A & B
Jacksonville Beach, FL 32250
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ARCHITECTS ENGINEERS, INC.
904.241.0691 f
www.dsae.net
Florida Certificate of Auth No: 00009393
Florida License No.: AA26000952
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904.249.0698 p
DOHERTY SOMMERS
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904.241.0691 f
www.dsae.net
Florida Certificate of Auth No: 00009393
Florida License No.: AA26000952
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DOHERTY SOMMERS
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904.241.0691 f
www.dsae.net
Florida Certificate of Auth No: 00009393
Florida License No.: AA26000952
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Florida Certificate of Auth No: 00009393
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REVISIONDATE
370 15th Ave S; Units A & B
Jacksonville Beach, FL 32250
904.249.0698 p
DOHERTY SOMMERS
ARCHITECTS ENGINEERS, INC.
904.241.0691 f
www.dsae.net
Florida Certificate of Auth No: 00009393
Florida License No.: AA26000952
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REVISIONDATE
370 15th Ave S; Units A & B
Jacksonville Beach, FL 32250
904.249.0698 p
DOHERTY SOMMERS
ARCHITECTS ENGINEERS, INC.
904.241.0691 f
www.dsae.net
Florida Certificate of Auth No: 00009393
Florida License No.: AA26000952
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KELLER WILLIAMS
ATLANTIC BEACH, FL 32233
1071 ATLANTIC BLVD
CRAIG A. SOMMERS, AIA
csommers@dsae.net
ARCHITECT - AR0016480
TENANT BUILD-OUT
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REVISIONDATE
370 15th Ave S; Units A & B
Jacksonville Beach, FL 32250
904.249.0698 p
DOHERTY SOMMERS
ARCHITECTS ENGINEERS, INC.
904.241.0691 f
www.dsae.net
Florida Certificate of Auth No: 00009393
Florida License No.: AA26000952
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KELLER WILLIAMS
ATLANTIC BEACH, FL 32233
1071 ATLANTIC BLVD
CRAIG A. SOMMERS, AIA
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TRAINING ROOMCOLLABORATIVE SPACE141101 6", 20 GA METALSTUDS @ 24" O.C.GYP.BD. & METAL STUDBULKHEAD @ 10'-0"SOFFIT ACOUSTICAL CEILING
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REVISIONDATE
370 15th Ave S; Units A & B
Jacksonville Beach, FL 32250
904.249.0698 p
DOHERTY SOMMERS
ARCHITECTS ENGINEERS, INC.
904.241.0691 f
www.dsae.net
Florida Certificate of Auth No: 00009393
Florida License No.: AA26000952
D
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370 15th Ave S; Units A & B
Jacksonville Beach, FL 32250
904.249.0698 p
DOHERTY SOMMERS
ARCHITECTS ENGINEERS, INC.
904.241.0691 f
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Florida Certificate of Auth No: 00009393
Florida License No.: AA26000952
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ATLANTIC BEACH, FL 32233
1071 ATLANTIC BLVD
CRAIG A. SOMMERS, AIA
csommers@dsae.net
ARCHITECT - AR0016480
TENANT BUILD-OUT
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REVISIONDATE
370 15th Ave S; Units A & B
Jacksonville Beach, FL 32250
904.249.0698 p
DOHERTY SOMMERS
ARCHITECTS ENGINEERS, INC.
904.241.0691 f
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Florida Certificate of Auth No: 00009393
Florida License No.: AA26000952
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1071 ATLANTIC BLVD
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TENANT BUILD-OUT
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REVISIONDATE
370 15th Ave S; Units A & B
Jacksonville Beach, FL 32250
904.249.0698 p
DOHERTY SOMMERS
ARCHITECTS ENGINEERS, INC.
904.241.0691 f
www.dsae.net
Florida Certificate of Auth No: 00009393
Florida License No.: AA26000952
D
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1071 ATLANTIC BLVD
CRAIG A. SOMMERS, AIA
csommers@dsae.net
ARCHITECT - AR0016480
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370 15th Ave S; Units A & B
Jacksonville Beach, FL 32250
904.249.0698 p
DOHERTY SOMMERS
ARCHITECTS ENGINEERS, INC.
904.241.0691 f
www.dsae.net
Florida Certificate of Auth No: 00009393
Florida License No.: AA26000952
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KELLER WILLIAMS
ATLANTIC BEACH, FL 32233
1071 ATLANTIC BLVD
CRAIG A. SOMMERS, AIA
csommers@dsae.net
ARCHITECT - AR0016480
TENANT BUILD-OUT
A
-
4
ETR AND DOOR & HARDWARE SCHEDULE
SCALE: 1/2"= 1'-0"ENLARGED TOILET ROOM PLANTOILET ACCESSORY LEGENDNOTES1. HANDICAPPED ACCESS MOUNTINGDIMENSIONS ARE VERY CRITICALACCESSORIES TO BE IN ACCORDANCE MOUNTING LOCATION OF TOILET AND HAVE NO MINUS TOLERANCES.WITH A.D.A. TITLE III & FLORIDABUILDING CODE 7th EDITION (2020) -ACCESSIBILITY.WHERE THE TOILET IS FOR INDIVIDUAL USE AND CLEAR FLOOR SPACE COMPLYING WITHFBC-ACCESS 305.3 (A 30"x48" SPACE) IS PROVIDED WITHIN THE ROOM BEYOND THEARC OF THE DOOR SWING, DOORS SHALL BE PERMITTED TO SWING INTO THE CLEARFLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE (FBC-ACCESS 603.2.3 EXCEPTION 2)WHERE THE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF THE CLEARFLOOR OR GROUND SPACE, THE SPACE SHALL COMPLY WITH FBC-ACCESSIBILITY306 FOR KNEE & TOE CLEARANCETHE SPACE BENEATH THE SINK COMPLIES WITH THIS REQUIREMENT FACE OF FINISH. FINISH THICKNESS 2. ALL DIMENSIONS SHOWN ARE FROM MUST BE ADDED TO ANY ROUGH IN DIMENSIONS.SURFACE MTD. SOAP DISPENSER DOUBLE TOILET PAPER HOLDER TOWEL DISPENSER SURFACE MTD. PAPERHANDICAPPED GRAB BAR 24 x 36 MIRRORSANITARY NAPKIN DISPOSAL BASIS OF DESIGNBOBRICKB-5806X36B-5806X42 BASIS OF DESIGNBOBRICK B-262 BASIS OF DESIGNBOBRICKB290-2436ROBE HOOKBOBRICK B-270Notes: (Typical for All Signs)1.6" MIN HIGH BORDER DIMENSION ~ TACTILE MALE/FEMALE FIGURES.2.THE USE OF THE MALE/FEMALE TACTILE CARICATURES AREREQUIRED.3.LETTERS, NUMERALS, BRAILLE LETTERS AND PICTORIAL SYMBOLSSHALL BE RAISED 132" FROM THE BACKGROUND AND SHALL BE 58"MINIMUM TO 2" MAXIMUM IN HEIGHT.4.BRAILLE LETTERS SHALL BE RAISED IN GRADE 2 BRAILLE.5.CHARACTER PROPORTION AND HEIGHT TO w/ ANSI A117.1 SECTION703.6.COLOR CONTRAST SHALL COMPLY W/ ANSI A117.1 SECTION 703.3.12.7.THE SIGN HORIZONTAL CENTERLINE SHALL BE @ 60" AFF.8.THE SIGN LOCATION SHALL BE LOCATED ON THE WALL ORPARTITION TO THE STRIKE JAMB/LATCH SIDE OF THE DOOR.9.ALL SPECIFICATIONS FOR SIGNAGE MUST COMPLY W/ ICCA117.1-2009 CHAPTER 7, COMMUNICATION ELEMENTS ANDFEATURES.WOMEN'S RESTROOM SIGN EQUAL TO ADA SIGN DEPOT - ADA COMPLIANTWOMEN'S RESTROOM SIGNS WITH TACTILE TEXT AND GRADE 2 BRAILLEWomens Restroom Braille ADA Signs - 6" x 8"ADA-1020; Color - White on BlueMEN'S RESTROOM SIGN EQUAL TO ADA SIGN DEPOT - ADA COMPLIANT MEN'SRESTROOM SIGN WITH TACTILE TEXT AND BRAILLEMens Restroom Braille ADA Signs - 6" x 8"ADA-1021; Color - White on Blue BASIS OF DESIGNBOBRICK B-686BASIS OF DESIGNBOBRICK B-4112
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01 10-20-2021 BLDG PLAN REVIEW COMMENTS
TO OPERATE. LEVER-OPERATED MECHANISMS ARE ACCEPTABLE DESIGNS.HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST OPERATING LEVER ON DOOR SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE 2. PROVIDE LEVER TYPE COMMERCIAL (ANSI A156.2, 1996, SERIES 4000, GRADE 1)1. ALL INTERIOR DOORS TO BE FLUSH SOLID CORE WOOD DOORS (BIRCH), GRADE DOOR HARDWARE (ANSI A117.1 COMPLIANT).PAINT FINISH. FRAMES SHALL BE PAINTED STEEL (KNOCK-DOWN).3. COORDINATE ALL KEYING & LOCKSETS WITH TENANT.HARDWARE GROUP 1HARDWARE GROUP 21 KICKPLATE 3 DOOR SILENCERS 1 1/2 PR BUTT HINGES 1 STOREROOM LOCKSET1 WALL STOP ANSI F86 OUTSIDE LEVER FIXED. KEY ONLYINSIDE ALWAYS UNLOCKED HARDWARE GROUP 31 1/2 PR BUTT HINGES3 DOOR SILENCERS PRIVACY LOCKSET1 DOOR CLOSERANSI F76 BED/BATH PRIVACY LOCK; PUSH-BUTTON LOCKING. TURNING INSIDE LEVER RELEASES PUSH-BUTTON. CAN OPEN FROM OUTSIDE VIA EMERGENCY RELEASE 1 WALL STOP 1 OFFICE LOCKSET1 1/2 PR BUTT HINGES3 DOOR SILENCERS1 DOOR CLOSER ANSI F82 KEY OPENS LOCK FROM OUT
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1 WALL STOP DOORS AND HARDWAREHARDWARE GROUP 41 PASSAGE SET1 1/2 PR BUTT HINGES3 DOOR SILENCERS ANSI F75 BOTH LEVERS ALWAYS UNLOCKED1 WALL STOP HARDWARE GROUP 5ALUMINUM DOOR & HARDWARE BYSTOREFRONT SUPPLIER3 PR NRP BB HINGES2 CLOSER1 LOCKSETS W/ DOOR LEVERS6 DOOR SILENCERS1 ADA/FBC THRESHOLD1 SET WEATHERSTRIPPING2 DOOR SWEEP10" MIN BOTTOM RAIL HARDWARE GROUP 61 1/2 PR NRP BB HINGES1 CLOSERPRIVACY LOCKSETS W/ DOOR LEVERS3 DOOR SILENCERS1 DOOR SWEEP OR DOOR BOTTOM (COOR
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HARDWARE GROUP 71 1/2 PR NRP BB HINGES1 CLOSERINTERIOR: PANIC HARDWARE EXIT DEVICEEXTERIOR: LEVER HANDLE WITH LOCKSET3 DOOR SILENCERS1 DOOR SWEEP OR DOOR BOTTOM (COORD w/OWNER)1 KICKPLATES (OPTIONAL - COORD w/OWNER)1 ADA/FBC COMPLIANT THRESHOLD1 SET WEATHERSTRIPPING1 VANDAL-PROOF STRIKE1 KEYED CYLINDER LOCK (DEADBOLT) W/ THUMB TURN HARDWARE GROUP 8EXTERIOR: LEVER HANDLE W/ PASSAGE SET1 1/2 PR BUTT HINGES3 DOOR SILENCERS1 WALL STOP (101A FLOOR STOP)INTERIOR: PANIC HARDWARE EXIT DEVICE1 CLOSER
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REVISIONDATE
370 15th Ave S; Units A & B
Jacksonville Beach, FL 32250
904.249.0698 p
DOHERTY SOMMERS
ARCHITECTS ENGINEERS, INC.
904.241.0691 f
www.dsae.net
Florida Certificate of Auth No: 00009393
Florida License No.: AA26000952
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KELLER WILLIAMS
ATLANTIC BEACH, FL 32233
1071 ATLANTIC BLVD
CRAIG A. SOMMERS, AIA
csommers@dsae.net
ARCHITECT - AR0016480
TENANT BUILD-OUT
A
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4
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1
DOOR & HARDWARE NOTES
01 10-20-2021 BLDG PLAN REVIEW COMMENTS
1220
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Wheelchair Transfer Fig. A6 Positions on toilet.Side Approach (b)3Transfers.armrest, sets brakes.Takes transfer position, removes 21 Diagonal Approach (a)brake.Positions on toilet
,
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90 to the toilet).people fold chair or pivot it way, changes position (some Moves wheelchsir out of the 43Removes armrest, transfersbrakes.footrest out of the way, sets Takes transfer position, swings 2145510551842 455455-760 1818-301/
2
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a
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1/2 maxCane Technique61501506 27655 Objects Mounted on Posts or PylonsProtruding Objects (Continued)Fig. 8 (d)Fig. 8 Elevationcane range 12 max305cane rangethis overhang can begreater than 12 (305)because no one canapproach the objectfrom this directionPlan Protruding Objects Walking Perpindicular to a Wall30512 max Fig. 8 Fig. 8 (b)cane range1506long dimensionroute of travel perpindicular toGrating Orientation Fig. 8 (h)Fig. A4 36-60 pace915-1525 6150Fig. 302.2Carpet Pile Thickness 13GratingsFig. 8 (g)13
60 min
cane hits post or pytonbefore person hits object Limits of Protruding Objects Fig. 307.2preater than 27685 X>80 min.2030higher than 2768568527 max.27 or below685 Lobby4 max.100 481220 48 max 20 maxclear widthany amount 481220 XZ 30760ElevationDETECTIONFig. 8 (c) freestanding Overhanging ObjectsFig. 307.4 Vertical Clearance AREA CANE area fromcross-traffic protect shaded Plan2030predominant directionof traffic X<8068527
685
27 max.
greater than 12305greater than 12306
48 min.
42 min.12 MAX12 min.24 min.UNOBSTRUCTED FORWARD REACH 15 min.48 max1220380FIGURE 308.2.1 48122048122030760 48 min.Lavatory Clearance Fig. 31 depth clearanc
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1015
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685230
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34 max.
29 min.27 min.9 min.604.1.8.6Clear Floor Space Lavatories 1220 48 min.305clearfloorspace19 max.76030 min.485 17 min.430 610Rear WallFig. 604.5.2 33-36 305840-915840-915Side Wall 106517-19430-48633-36 door locationapproach only,42 min. latchother approaches81532 min.100 4 max.81532 min.4 max.100 alternateClear Floor Space at Water Closets36 min.915 Fig. 604.3 60 min.54 min.1370 1525 clearfloorspace142056 min.
54 min.F
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48 min.
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48 min.
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60 min.
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9 min.
4
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5
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36 max. AFF
685
230
27 min.
915
P
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1
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from the baseline of the
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685
19
485
27
43-51
1090-1295
8
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18
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8
1
5
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2
m
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.
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2
60 min.
1525
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TO REFLECTING SURFACE
1220 510UNOBSTRUCTED FORWARD REACH FIGURE 308.2.1 481220 44 max >20-25 max1120510-635(a)(b)
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SCALE:1/2"=1'-0"BREAKROOM PLANSCALE:1/2"=1'-0"BREAKROOM ELEVATION1
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370 15th Ave S; Units A & B
Jacksonville Beach, FL 32250
904.249.0698 p
DOHERTY SOMMERS
ARCHITECTS ENGINEERS, INC.
904.241.0691 f
www.dsae.net
Florida Certificate of Auth No: 00009393
Florida License No.: AA26000952
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1071 ATLANTIC BLVD
CRAIG A. SOMMERS, AIA
csommers@dsae.net
ARCHITECT - AR0016480
TENANT BUILD-OUT
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REVISIONDATE
370 15th Ave S; Units A & B
Jacksonville Beach, FL 32250
904.249.0698 p
DOHERTY SOMMERS
ARCHITECTS ENGINEERS, INC.
904.241.0691 f
www.dsae.net
Florida Certificate of Auth No: 00009393
Florida License No.: AA26000952
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ATLANTIC BEACH, FL 32233
1071 ATLANTIC BLVD
CRAIG A. SOMMERS, AIA
csommers@dsae.net
ARCHITECT - AR0016480
TENANT BUILD-OUT
A
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