HomeMy WebLinkAboutRevisionOFFICE USE ONLY:
DATE FILED: ) 1 .z,
REVISION FEE:
1. LOCATION./SITE
ADDRESS:
2.
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4.
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PERMIT #
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
CONTRACTOR INFORMATION:
STATE of FL REGJCERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS: Cab ee .0
CITY: cs
PHONE (DAYTIME)-
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE:
NAME:
ADDRESS:
CITY:
PHONE (DAY
SLCCC: 9/23/09
Revised 04/26/2010
Rim
STATE:
7 FAX:
E COUNTY CERT. #:
ZIP:
ZIP:
FAX:
ni }
Raymond Chladny
Architect & Planning
757 NW Waterlily Place
Jensen Beach, FL 34957 (772)631-5709
Drawing Revision:
August 26, 2013
Building Department
St. Lucie County
Plan Review
Building Department
2300 Virginia Ave, Fort Pierce FL
Project: New Life Re -Model, 905 Prima Vista Blvd., Port St. Lucie, Florida
Permit # 1211-0272
To Whom This May Concern:
Please know the cost to raise all the interior partitions to the underside of the roof deck was cost prohibitive and
as such, the 2nd level space will remain Business Occupancy and the Assembly Occupancy will be moved to a
space across the parking lot as indicated on the attached signed & sealed revised drawing.
For your information, we walked through this with the St. Lucie Fire Department, and they verbally agreed to
this solution.
Should you require any further information, please do not hesitate to contact this office.
Sincerely,
Raymond Chladny,
B.arch.Sc., March, AIA
MAAA, MFAID, NCARB
AR-0017475
L F
CORRIDOR STORAGE
OFFICE
RJ,
SCOPE OF WORK_
1. REMODEL RESTROOMS PER PLANS;
2. OCCUPANCY TO REMAIN AS BUSINES`;
3. INSTALL NEW SERVICE SINK;
PROJECT DESCRIPTION
GROSS FLOOR AREA: (2nd) LEVEL AT 3,292 SF
STRUCTURE: ENCLOSED TWO STORY, TYPE VB, NON—S"RINKLERED, UNPROTECTED
LOAD —BEARING, REINFORCED CONCRETE BLOCK EXTEROR WALLS ON
SLAB ON GRADE WITH MONOLITHIC PERIMETER FOOTINC.
ROOF: MEMBRANE, INSULATION & METAL DECK ON S`EEL JOISTS
OCCUPANCY
OCCUPANCY: GROUP B (BUSINESS, LIFE SKILLS ADMINISTRAION) 2010 FBC SECTION 304
2nd LEVEL: BUSINESS FLOOR AREA: 3,292 SF;
1 PERSON PER 100 SF OF GROSS = 33 OCCUPANTS.
TOTAL BUILDING OCCUPANT LOAD: 33
MEANS OF EGRESS
MEANS OF EGRESS: 2010 FBC TABLE 1016.1 & 1005.
0.2" EGRESS WIDTH PER PERSON
MAXIMUM TRAVEL DISTANCE: 200 FEET , NON—SPRINW_ERED (TABLE 1016.1)
FROM 1st FLOOR: 0.3" X 33 OCCUPANTS/UNT = 9.9"
TOTAL EXISTING EXIT WIDTH = 68.0 CLEAR > 9.9"
1. ALL EXISTING EXTERIOR EXIT DOOR PANELS ARE MN. 36" WIDE X MIN. 6'-8";
N
GENERAL REQUIREMENTS
1. ALL WORK TO BE AS PER FLORIDA BUILDING CODE 2010
AND TO MEET OR EXCEED ALL APPLICABLE LOCAL REQUIREMENTS.
2. GENERAL CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE SITE PRIOR TO
FORMALIZING A BID FOR CONSTRUCTION.
3. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL LABOR, MATERIALS,
UTILITIES, TESTING, WASTE REMOVAL, STORAGE, SECURING OF SITE,
ACCOMODATION, TRANSPORT/FREIGHT AND ALL OTHER COSTS RELATED TO
THE COMPLETION OF THIS PROJECT, UNLESS EXPLICITLY IDENTIFIED HERE.
4. OWNER IS RESPONSIBLE FOR ALL MUNICIPAL RELATED CHARGES SUCH AS
IMPACT FEES AND WATER CONNECTION, EXCEPT BUILDING PERMIT FEES,
WHICH ARE TO BE INCLUDED IN THE CONSTRUCTION BID.
5. GENERAL CONTRACTOR TO CHECK ALL DRAWINGS FOR ERRORS AND
OMMISIONS AND BRING THEM TO THE ATTENTION OF THE ARCHITECT PRIOR
TO STARTING ANY WORK, OR ORDERING MATERIALS OF THE RESPECTIVE
DIVISION OF WORK. IF SUCH ERRORS AND OMISSIONS ARE NOT REPORTED
IN WRITING TO THE ARCHITECT, ANY RESULTING DAMAGES OR COSTS SHALL
BE BORN ENTIRELY BY THE GENERAL CONTRACTOR.
6. ARCHITECT IS NOT RESPONSIBLE FOR THE GENERAL CONTRACTORS' METHOD
OR MEANS OF CONSTRUCTION.
7. GENERAL CONTRACTOR IS TO KEEP SITE IN A CLEAN AND SAFE STATE
THROUGHOUT THE COURSE OF CONSTRUCTION. ON BUILDING TURN -OVER,
GENERAL CONTRACTOR TO CLEAN ALL SURFACES SO AS TO BE FREE OF
DUST, GREASE, STAINS, SCUFFS, ETC.
8. ALL WORK AND MATERIAL TO BE GUARANTEED BY GENERAL CONTRACTOR
FOR ONE YEAR AFTER CERTIFICATE OF OCCUPANCY.
9. PROVIDE SOLID BACKING FOR ALL NEW GRAB BARS & FIXTURES PER
MANUFACTURER'S STANDARDS.
10. RE -USE CODE COMPLIANT RESTROOM ELECTRICAL, PLUMBING & ADA
ADA FIXTURES IN RE -MODEL.
WAITING AREA
CORRIDOR
OFFICE CORRIDOR
r[-i r r—
MMON
r-rrr r
24'-6"
FFICE OFFICE OFFICE
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T-101
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A.
MEETING ROOM
THESE PLANS AND ALL PROPOSED WORK
AND SU9,;ECT TO ANY CORRECTION a
QCQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
WAITING AREA
15-104"
37'-11 "
ADA
COMPLIANT -
D.F.
REFRESH
A r[- A
D
OFF CE
RM
CORRIDOR
PTRF DlSTR3C-
ONIPL I NCL+
viCiv
DASHED WALLS & PLUMBING
FIXTURES TO BE REMOVED. WALLS
ARE NON -LOAD BEARING. CLEAN &
RE -USE ALL FIXTURES FOR REMODEL
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THESE DRAWINGS CONTAIN
ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC
PURPOSES ONLY. SIZE AND
LOCATION MAY VARY TO
MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS.
ANY QUESTIONS ABOUT
DIMENSIONS, CONTACT
DESIGNER.
COPYRIGHT OF RAYMOND CHLADNY
COPY OR USE ONLY WITH
PRIOR PERMISSION.
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EXISTING & DEMOLITION PLAN
SCALE: 1 /4"=1 '—O" START DATE:
NO.REVISION/ISSUE DATE
1ST —REVISION 02.05.13
2ND—REVISION 06.29.13
3RD-REVISION
DATE:U-/ r
PLUM E6:
DATE: 4 f
MECH
DATE:
OCT 7 2013
DRAWINGS:
Al -A3
DR. TOLEDO
NEW LIFE
905 PRIMA VISTA BLVD
PORT ST. LUCIE, FL
9 15
Raymond Chad ny
Licensed Architect #AR-0017475
Aml
3" SANI LIN
FIXTURES ALOP
PLUMBING WALL
ABOVE FINISHED
DUE TO CONFLII
FLOOR E
PUT NEW
LIGHT 01
RE'
ALI
FIXTURE:
RES'
4%
e
OUTSIDE
CORRIDOR ,%% FILES
1
ee 1
PLUMBING FIXTURES CALC:
PLUMBING FIXTURES PER TABLE 403.1 2010 FPC:
FOR 17 MALES: /25 = 1 WC:
FOR 17 FEMALES: /25 = 1 WC;
TOTAL WC'S REQUIRED: 2 (3 PROVIDED)
LAV'S AT 1/40 PEOPLE = MIN. (1) FOR EACH GENDER;
1) SERVICE SINK REQUIRED;
HIGH LOW DRINKING FOUNTAINS EXISTING TO REMAIN.
INTERIOR FINISHES:
1. NO CHANGE TO EXISTING FINISHES EXCEPT IN RESTROOM REMODEL,
WHICH ARE TO MATCH EXISTING;
E><,T,
WAITING AREA
TRAVEL C O R R I D O RWDISTANCE:
103-0
0
u _ OFFICE
E
00
EMERGENCY LIGHT W/ BAT EERY HACKUP
Z FIRE EXTINGUISHER. MIN.: 2A10BC
NEW EMERG:
LIGHT
r
60'-0" -=
24'-6"
OFFICE OFFICE I
I
1
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I1
N
I
i7
NEW ADA
COMPLIANT
HI -LOW D.F.
e
e`
e CONFERENCE RM
e+T SAME USE AS ORIGINAL UNDER BUSINESS)
GATHERING AREA FOR LIFE SKILLS
TRAINING IN NEW LOCATION. SEE
PAGE A-4
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4SELOR
FICE `+•
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WAITING AREA `ee
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1
1
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UNSELOR COUNSELOR
FFI CE j OFFICE
1
1
1
1
1
15'-1 O4"
37'-11"
ELECTRICAL NOTES:
1. ALL LOAD CALC'S TO BE CHECKED BY FLORIDA LICENSED ELECTRICIAN;
2. ALL WORK TO FLORIDA ELECTRICAL CODE & REQUIREMENTS OF FPL;
3. CONDUCTORS TO BE #12 CU, OFF EXISTING CIRCUIT FROM EXISTING
PORCH. ALL INSULATION TO BE THHN; CONDUIT AS FOLLOWS: PVC
BELOW GROUND; RIGID FROM U/G TO SERVICE; BOX FOR EXTERIOR
LITE ON HOUSE; AC, MC OR EMT CONDUIT ELSEWHERE.
4. PROTECTIVE RATINGS SHALL COMPLY WITH NEC 110-9 AND NEC 110-10.
5. EXISTING ELECTRICAL FIXTURES ARE NOT SHOWN, EXCEPT LIFE SAFETY DEVISES &
NEW FIXTURES FOR THIRD RESTROOM & SOME ADDITIONAL EMERG. LIGHTS AS
INDICATED;
6. EXISTING PANEL TO HAVE MAIN CIRCUIT BREAKER AT METER PACK,
PER NEC 230-70—A-1;
7. PLACE NEW RESTROOM FAN & LIGHT ON EXISTING RESTROOM CIRCUIT;
8. PLACE (4) NEW EMERG. LITES ON EXISTING EMERG. LIGHTS CIRCUIT;
NEW
SERVICE
SINK
NEW 12"
PLUMBING WALL
REFRESH
AREA
ELIMINATE OR REVERSE
THIS DOOR TO
OUTSWING. IF DOOR TO
REMAIN, DOOR &
FRAME MUST HAVE A
CLOSER, PUSH -PANEL
HARDWARE & MIN. 20 r
MINUTE FIRE RATINGS. /
COUNSELOR
OFFICE
m
4
JANITORIII
2ND FLOOR TENANT SPACE
ELECTRICAL LOAD — 200A SERVICE
PER NEC 220.87, IN LIEU OF A CALCULATON,
13 MONTHS OF DEMAND LOAD ARE PROVIDED
FOR THIS SERVICE.
THE ADDITION OF (1) EMERGENCY LIGHT, (1)
RESTROOM LIGHT & (1) RESTROOM FAN, TOTAL OF
200VA, FALLS WITHIN THE LOAD BELOW:
LARGEST DEMAND READING: 3/10 OF 36,000W /
240 = 150A ® 125% = 187.5A < 200A - OK.
SAKI LINE FOR FIXTURES - _\
ALONG 12" PLUMBING WALL
TO BE ABOVE FINISHED
FLOOR DUE TO CONFLICTS IN
FLOOR BELOW.
CORRIDOR
FA
I I IESE PLANS AND ALL PROPOSED WORK
AND SUBJECT TO ANY CORRECTION
REQUIRED BY FIELD INSPECTORS THnT
MAY BE NECESSARY IN ORDER TO
OMPLY WIFH ALL APPLICABLE CODES.
NEW 2x4 ® 24" O.C. W/
1 /2" GYP. BIRD EACH SIDE
W/ 3.5" BATT INSUL.
NEW 2x3 ® 24" O.C. w/ 1/2"
W.P. GYP. BIRD ONE SIDE SIDE w/
3.5" BATT INSUL.
T13E:SE PLANS AND ALL PROPOSED WORk
AND SUBJECsT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY 6E NECESSARY IN ORDER TO
COMP@Y WITH ALI. APPLICABLE CODES,
REMODEL & LIFE SAFETY PLAN
SCALE: 1 /4"=1 '-0"
N
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ID
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THESE DRAWINGS CONTAIN
ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC
PURPOSES ONLY. SIZE AND
LOCATION MAY VARY TO
MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS.
ANY QUESTIONS ABOUT
DIMENSIONS, CONTACT
DESIGNER.
COPYRIGHT OF RAYMOND CHLADNY
COPY OR USE ONLY WITH
PRIOR PERMISSION.
19
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START DATE: 10.17.12
NO.REVISION/ISSUE DATE
1ST -REVISION 01.09.13
2ND-REVISION 02.05.13
3RD-REVISION 02.13.13
4TH-REVISION 03.19.13
5TH-REVISION 06.29.13
DR. TOLEDO
NEW LIFE
905 PRIMA VISTA BLVD
PORT ST. LUCIE, FL
Ss
Raymond Chladny
Licensed Architect #AR-0017475
A=2ENLARGEDRESTROOMPLANo
SCALE: 3/8"=V-0"
D.
3" TO EXISTING
LIFT STATION
EXISTING SANITARY
I
3" VTR
i
I <
I
2 V
IAGRAM
No] TO SCALE
F2-,,----.
1 1 .\ jjI
1
1 "I 2 3> VTR
I 1.5
I
2 1 2
CO 2 i I „
V11.5
WC 2 I `.
3" I
3„ `. i 1.5
Wc CO 1 I
NEW 3" SANI 1
ABOVE FLOOR 1
INSIDE PLUMBING D. F. I
WALL ri"
3 „' 2„
33 LAV
Wc
3" TO EXISTING
LIFT STATION
REVISED SANITARY RISER DIAGRAM
NOT TO SCALE
PLUMBING NOTES:
1. ALL SANITARY WASTE AND VENT PIPES AND FITTINGS SHALL
BE PVC (SCHED.40 MIN.) OR D.W.V. (ASTM-D-2662).
2. COPPER (TO ASTM-B-88),USED FOR HOT AND COLD WATER LINES,
USE TYPE "L" FOR UNDERGROUND AND TYPE "M" ABOVE
GROUND. PROVIDE DI -ELECTRIC COUPLINGS, AS REQUIRED,
FOR CONNECTION TO DIFFERENT MATERIALS, SHUT-OFF VALVES
AT FIXTURES, AND EQUIPMENT REQUIRING WATER SUPPLY.
3. ALL PIPES EXPOSED AT FIXTURES AND EQUIPMENT SHALL BE
CHROME -PLATED. PROVIDE CHROME -PLATED ESCUTCHEONS
AS REQUIRED.
4. ALL PIPING SHALL BE ACOUSTICALLY ISOLATED OR WRAPPED
TO PREVENT THE TRANSMISSION OF SOUND INTO THE BUILDING.
5. ALL POTABLE WATER LINES SHALL BE FLUSHED AND MADE CLEAR
OF DEBRIS, SCALE, GREASE, ETC., PRIOR TO CONNECTION
WITH EQUIPMENT.
7. FLASH AND SEAL ALL ROOF PENETRATIONS. COORDINATE WITH
ROOF SUPPLIER.
8. CLEAN OUTS IN ACCORDANCE WITH F.P.C. 708.3.2.
9. TRAP PRIMERS IN ACCORDANCE WITH "ASSE 1018", PROVIDE UNIONS.
FOR NEW, USE TYPE 'Y' FOR UNDERGROUND AND TYPE "L" ABOVE
GROUND. PROVIDE DI -ELECTRIC COUPLINGS, AS REQUIRED,
FOR CONNECTION TO DIFFERENT MATERIALS.
11. ALL COPPER PIPING SHALL BE ISOLATED FROM CCNTACT
WITH OTHER METALS, CONCRETE OR MASONRY.
12. ENSURE DRAIN AND WATER PIPING FROM RE -LOCATED FIXTURES
LEAVES NO DEAD -ENDS, AS WATER OR WASTE COULD STAGNATE.
13. PROVIDE SHOCK ARRESTING AIR CHAMBERS ON EACH QUICK CLOSING
VALVE, INCLUDING ON WATER HEATER (IF IN CONTRACT), TO PREVENT
WATER HAMMERING".
14. TIGHT NEW VENT STACKS TO EXISTING TO AVOID ADDITIONAL
ROOF PENETRATIONS;
KEEP ALL PIPES UNDER FLOOR SLAB, INSIDE WALL OR CEILING ASSEMBLIES.
ALL PLUMBING WILL COMPLY WITH 2O10 FL PLUMBING CODE
EXIS
D.F.
1 2
HOT WATER SUPLY
SAME AS COLD
EXCEPT WC, D.F.
EXISTING WATER
HEATER LOWER
FLOOR.
NG SUPPLY PIPING
LEVY
V V
Up
PATH OF TRAVEL/
ACCESSIBLE ROUTE
FOYER
EXIT
3 /4"
DIAGRAM
N.T.S.
DISCH GE
T(TOTAL MAX.
TRAVEL
DISTANCE TO
I EXTERIOR:
1 171'-0" Q
FIRST FLOOR LIFE SAFETY PLAN
SCALE: 1 /4'I=1 '-0"
we y S.S. 3 4„
2 112
we v f,
FAV 1 /2„
1 /2" FAV
WC
D. F.
112„
1 /2 HOT WATER SUPLY _
AV
SAME AS COLD 3/4" 1 /2
EXCEPT WC, D.F.
KEEP SUPPLY PIPES
ABOVE CEILING OR
INSIDE CHASE OR EXISTING WATER
FRAMED WALLS HEATER LOWER
FLOOR.
REVISED SUPPLY PIPING DIAGRAM
N.T.S.
3 5/8" x 18 GA.
TOP TRACK. SCREW
TO FLUTE BOT W/
14 TEK ® 16"oc
T—GRID WALL ANGLE
EXIST T—GRID
CROSS MEMBER
5/8" TYPE—X GYP BD
EA SIDE, W/ 1" TYPE S
SCREWS 8"oc ® VERT
JTS, 12"oc 0 FLOOR &
CEILING TRACK AND
INTERMEDIATE STUDS,
STAGGER JTS 24" ON
OPP SIDE.
NOTE: SHELVING
AND FIXTURES
MAY REQUIRE
CLOSER STUD
SPACING. SEE
OTHER DRAWINGS
AND COORDINATE.
3/4 18 GA COLD ROLLED
CHANNEL. BRIDGING SPACED
AT 4'-0" O.C.
VERTICALLY
BOTTOM TRACK
WITH HILTI
37NKS12 DRIVE
PINS AND R36 DISCS
AT 32" O.C. MAXIMUM.
ROOF DECK
EXIST T—GRID REMOVE AS REQ'D
EXIST ACOUST TILE
EXISTING CEILING ELEVATION ik
3 5/8" x 25 GA. "CEE"
STUDS AT 16" O.C. MAX.
SEE OTHER DETAILS
FOR ADDTL. INFORMATION
THESE PLANS AND ALL PROPOSED WORK
AND SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDFR TO
COMPLY WITH ALL APPLI ABLP P!&
N OTE:
CROSS WALLS MORE THAN
9'-0" LONG MAY BE
SUBSTITUTED FOR BRACES.
NEW PARTITION FRAMING DETAIL
SCALE: N.T.S.
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r-)
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THESE DRAWINGS CONTAIN
ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC
PURPOSES ONLY. SIZE AND
LOCATION MAY VARY TO
MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS.
ANY QUESTIONS ABOUT
DIMENSIONS, CONTACT
DESIGNER.
COPYRIGHT OF RAYMOND CHLADNY
COPY OR USE ONLY WITH
PRIOR PERMISSION.
19
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START DATE: 09.17.10
NO.REVISION/ISSUE DATE
0 1ST —REVISION 101.09.13
2ND_REVISION 103.19.13
DR. TOLEDO
NEW LIFE
905 PRIMA VISTA BLVD
PORT ST. LUCIE, FL
Raymond Chladny
Licensed Arohilect #AR-0017475
A=3