4155 St Johns Pkwy Ste 1600 -BC03-000051 (FIRE SPRINKLER PLAN) (A)PERMIT ADDRESS
CONTRACTOR
ADDRESS I
_4155 sit mha4s?K� �ix
Il.Oo
PHONE NUMBER _
PROPERTY OWNER
ADDRESS tiI g
It
901130 -
PHONE NUMBER 1401 330 0
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR n
PLUMBING CONTRACTOR Llr�, C>L-C `�
MISCELLANEOUS CONTRACTOR
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PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
ire. 2000
.
SUBDIVISION
PERMIT # C3'OFDATE
PERMIT DESCRIPTIONTt"LA4
PERMIT VALUATION
SQUARE FOOTAGE
t
a.
ire. 2000
.
SUBDIVISION
PERMIT # C3'OFDATE
PERMIT DESCRIPTIONTt"LA4
PERMIT VALUATION
SQUARE FOOTAGE
n
NOTE
THIS SITE PLAN IS FOR GENERAL REFERENCE
ONLY. SEE SITE ENGINEER'S AND/ OR
LANDSCAPE ARCHITECT'S PLANS FOR
INFORMATION NOT SHOWN HERE.
EXISTING OFFICE BUILDING
22,040 GROSS S.F.
,n
PROPOSED
SUITE 1600
EXISTING HC PARKING
SPACES & RAMPS
1 SITE PLAN
—0
SCALE: 1" = 60'-0"
BUILDING ADDRESS
125 COASTLINE ROAD
SANFORD, FLORIDA 32771
INDEX OF DRAWINGS
SHEET DESCRIPTION
A-0 — TITLE SHEET, SITE DATA/PLAN AND GENERAL NOTES
A-1 — FLOOR + CEILING PLANS, SCHEDULES,DETAILS + SECTIONS
PROJECT DATA
LEASE SPACE
INFORMATION
BUILDING CODE
INFORMATION
NEW OFFICE AREA
600 S.F.
BUILDING CODE:
F.B.C. 2001
SUITE AREA :
2,200 S.F.
OCCUPANCY:
STORAGE
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CONSTRUCTION TYPE:
TYPE IV
BUILDING AREA
.22,040 S.F.
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SPRINKLERED
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UNPROTECTED
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TENANT SEPARATION:
1 HOUR MIN.
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r2--� VICINITY MAP sC� STs
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0
0
'HWAY 46
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HIGHWAY 46 A I
NUMBER
1
2
PROJECT LOCATION
SANFORD CENTRAL PARK
3
LOCATION MAP
IMPROVulp.M NTS 00
11.')"ROPOS":�'D
N W SU17'u
S A N F 0 0 I)!,
SAN-urORD, Jur SII J ORIDA
°19
-PROPuR lusc'�,
RECEIVED
0 C i U j 2002
VY�e�
SCOPE OF WORK
Tenant improvements to an existing office/warehouse building
as required to accommodate a future office/warehouse tenant.
Scope of work includes the construction of approximately
600 s.f. of office area in this suite with restrooms to
conform to the new Florida Building Code. No racking or
commodity layout in the warehouse is scheduled at this time.
Racking or commodity work shall be future by separate
permit.
GENERAL NOTES AND REQUIREMENTS
1. All work shall comply with the SBCCI Standard Building Code
and all other applicable rules and regulations.
2.. The plans and specifications are the property of the
Architect and shall not be used or reproduced in any form
without the expressed written permission of the Architect.
3. The Architect shall not have control or charge of and shall
not be responsible for construction means, methods,
techniques, sequences or procedures, or for safety
precautions or programs in connection with the work, for the
acts or omissions of the Contractor, Sub—Contractors or any
other persons performing any of the work, or for the failure
of any of them to carry out the work in accordance with the
contract documents.
4. The General Contractor and all Sub—Contractors shall verify
all conditions, details and dimensions before proceeding
with the work and shall be responsible for coordination of
the same. Architect shall be notified of any discrepancies.
5. Job superintendent shall verify all dimensions in field
prior to commencing work.
6. Dimensions supersede scale on drawings.
7. It is intended that all work be first quality, and
accomplished in a workmanlike manner by skilled craftsmen
using accepted practices and methods appropriate to the
trade involved.
8. All products and materials shall be installed as per
manufacturer's instructions and specifications unless
specifically otherwise directed by the Architect.
9. The General Contractor, all Sub—Contractors and Suppliers
shall be responsible for coordinating their work and certifying
that their products and installations meet the FI. Accessibility
Code. Coordinate all work in question with the Architect.
10. Unless otherwise indicated in these specifications, General
Contractor, all Sub—Contractors and Suppliers shall provide
guarantees based on industry recognized standards for their
products and services. In no case shall these guarantees
remain in effect for less than one year from the date of
substantial completion.
11. Sub—Contractors shall provide the General Contractor
with such plans and information as may be required for
the issuance of Acceptance Certificates.
12. The General Contractor shall be responsible for
obtaining all applicable permits and providing the
Owner with all applicable certificates, operating
manuals, warranties, etc.
13. All work to be cut or altered shall be patched to match..--,_...-_,,,,
existing and blend without looking patched. T}IESE PLANS ARE
ACCEPTED FOR PER
CONSTRUED TO SF
14. All work in question including materials, finishes and THE WORK AND
colors shall be coordinated with appointed project Rovislo�,s o�`.R.
manager. ISSUANCE OF A P1-.
DEPT FROM THcI,E
TION OF ERRORS O;
15. Fire sprinkler supplier/contractor shall be responsible _QAS3lRTic
for submitting plans and obtaining all applicable
permits when fire sprinkler system is required.
16. All fabricated items shall be made from field
measurements. Provide shop drawings or submittals for
approval prior to fabrication.
17. Mechanical and Electrical Contractors shall be
responsible for submitting drawings and obtaining their
respective permits.
18. Mechanical and Electrical Contractors shall be
responsible for providing appropriate details and
specifications of all penetrations through fire—rated
construction as may be required by the building
official.
19. Provide non—slip surfaces at all areas continually
exposed to moisture or surface water.
20. All Contractors are required to examine carefully the
drawings, specifications and other documents to inform
themselves thoroughly regarding any and all conditions
and requirements that may in any manner affect the
work. This includes verifying the scope of work to be
done by the shell contractor.
21. All Contractors are required, before submitting their
proposals, to visit the site of the proposed work and
completely familiarize themselves with the nature and
extent of the work and any local condition that may
in any manner affect the work to be performed.
22. All Contractors shall not avail themselves of any
unintentional error or omission and shall be charged
with the responsibility of furnishing a complete
portion of his contract according to the reasonably
implied spirit and intent of the drawings. Change
orders will not be granted after the General
Contractor's contract is signed, unless they can be
substantiated as an unforeseeable item, beyond the
general intent and scope of the work. ftw iif&
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b'OUILDING DEFT.
/' ID CON01110,ijALLy
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= .. /%-INDE ANY OF THE
NOR SHALL
- .. .: IE BUILDING
A CORREC-
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APPROVED
AS NOTED
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EXISTING REAR
WALL & DOORS
PERMIT NOTE
COMMODITY LAYOUT IS FUTURE
BY SEPARATE PERMIT
EXISTING 1 HR. MIN.
FIRERATED WALLS
WAREHOUSE
6' -5 -
NEW H.C. RESTROOM
TYP. (SEE SHEET A-2 �H�
FOR DETAILS)
220
8 O YA_ WATER O
COOLER
9
OFFICE 1 A-1
p 10 SEE
A_ 1 ALTERNATE
11
RECEPTION a
tO OFFICE 2
7
A-1
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13'-6" 14'-7" _4EXISTING STOREFRONT,
WALL & DOOR (TYP)
EXISTING SIDEWALK &
ACCESSIBLE ENTRY
1 FLOOR PLAN 2 CEILING PLAN
A-1
SCALE: 1/8" = 1'-0" A-1
/ SCALE: 1/8" = 1'-0"
SUITE ROOM FINISH SCHEDULE
1 ROOM DESCRIPTION
NO.
SIZE
THICK
CORE
MAT'L
TYPE
FRAME
THRES,
HARDW,
CLOS.
KICK
REMARKS
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1
1
3'-0" X 7'-0'
1 3/4"
GL,
ALUM,
STOREFRONT
ALUM.
ALUM,
DEADB❑LT
YES
-
EXISTING
2
1
9'-0' X 10'-0'
1 3/4"
SOL,
MTL.
OVERHEAD
MTL.
-
LOCK
MANUAL
-
EXISTING
3
1
3'-0" X 6'-8'
1 3/4"
HOL.
MTL.
FLUSH
H.M.
ALUM.
DEADB❑LT
-
-
EXISTING
4
2
3'-0' X 6'-8"
1 3/4"
SOL.
WD.
FLUSH
H.M.
-
LOCK
-
-
NEW OFFICE DOOR
5
2
3'-0" X 6'-8"
1 3/4"
SOL.
WD.
FLUSH
H.M.
-
LOCK
-
-
NEW RESTROOM DOOR
6
1
3'-0" X 6'-8'
1 3/4'
HOL.
MTL.
FLUSH
H.M.
-
PASSAGE
-
-
NEW ❑FF/WHSE DOOR
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FINISH NOTE:
1. ALL INTERIOR FINISHES SHALL MEET THE RESTRICTIONS OF F.B.C.
REFLECTED CEILING LEGEND
— NEW 2x4 SUSPENDED ACOUSTICAL
TILE AND GRID CEILING
— 2x4 FLUORESCENT LIGHT FIXTURE
— WALL MOUNTED LIGHT
2-4' FLUORESCENT STRIP
LIGHT FIXTURE.
IT — EXIT LIGHT W/BATTERY BACKUP
EMERGENCY LIGHT W/BATTERY BACKUP
— SINGLE POLE SWITCH
s — THREE WAY SWITCH
— EXHAUST FAN
PLAN LEGEND
EXISTING WALL
PARTITION WALL
1 HOUR RATED WALL
ODOOR DESIGNATION
INTERIOR ELEVATION
SECTION DETAIL
SHEET LOCATION
P DUPLEX ELECTRICAL OUTLET
9 220 220 V. ELEC. OUTLET
�z TELEPHONE OUTLET
DATA OUTLET
PLAN NOTES
1. All dimensions are plus or minus and subject to
verification of existing dimensions in field by job
superintendent.
2. All dimensions shown are finish dimensions and all
walls are nominally 5" thick unless otherwise
indicated.
3. All storefronts, exterior walls & doors, etc. are
existing unless otherwise indicated.
4. All interior non-bearing wall partitions shall be 3-
5/8" metal studs at 24" o.c. maximum with 1/2"
drywall each side unless otherwise indicated.
5. Center new walls on existing window mullion, existing
wall or column when indicated on drawings.
6. Provide R-19 Batt insulation over ceiling at all
conditioned areas.
7. Provide R-11 Batt insulation in stud walls separating
conditioned spaces from non -conditioned spaces.
8. Provide R-4.25 foil faced barrier insulation over
furring on all C.M.U. or concrete walls separating
conditioned spaces from non -conditioned spaces.
9. Provide sound insulation blanket in demising walls
around restrooms.
10. All exit doors shall be operable from the inside
without special knowledge or effort or the use of a key
and shall meet all applicable codes.
11. All interior finishes shall meet the restrictions of
F.B.C.
12. Coordinate finish and hardware schedule with project
manager.
13. Saw cut concrete as required for new plumbing and pour
new cover slab as required.
14. Verify exact location of all switches, electrical,
telecommunication and phone outlets with project
manager.
DOOR SCHEDULE
MARK
NO.
SIZE
THICK
CORE
MAT'L
TYPE
FRAME
THRES,
HARDW,
CLOS.
KICK
REMARKS
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1
1
3'-0" X 7'-0'
1 3/4"
GL,
ALUM,
STOREFRONT
ALUM.
ALUM,
DEADB❑LT
YES
-
EXISTING
2
1
9'-0' X 10'-0'
1 3/4"
SOL,
MTL.
OVERHEAD
MTL.
-
LOCK
MANUAL
-
EXISTING
3
1
3'-0" X 6'-8'
1 3/4"
HOL.
MTL.
FLUSH
H.M.
ALUM.
DEADB❑LT
-
-
EXISTING
4
2
3'-0' X 6'-8"
1 3/4"
SOL.
WD.
FLUSH
H.M.
-
LOCK
-
-
NEW OFFICE DOOR
5
2
3'-0" X 6'-8"
1 3/4"
SOL.
WD.
FLUSH
H.M.
-
LOCK
-
-
NEW RESTROOM DOOR
6
1
3'-0" X 6'-8'
1 3/4'
HOL.
MTL.
FLUSH
H.M.
-
PASSAGE
-
-
NEW ❑FF/WHSE DOOR
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8'-0"
A.F.F.
6'-5'
HZI
24' 18'
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2' 36' 2' MAINTAIN 'T -TURN'
CLEARANCES INDICATED
60'
RESTROOM PLAN
SCALE: a/a a 1'-0"
WALL MOUNTED LIGHT
n RESTRM ELEV.
s�� 3�a - � _��-
1�7
MI .
CLEAR
¢ FLOOR
M SPACE
C3 L----
(1J (U
KNEE CLEARANCE T E CLEARANCE 6 MAX.
8 MIN. 17 MIN. DEPTH 48 MIN,
6
LAVATORY CLEARANCES
A-1
SCALE: N.T.S.
9'-6"
A.F.F.
RESTROOM
SIDE
/ R-19 BATT INSULATION
CEILING TILE & GRID
® 9'-0" A.F.F.
�- CMU WALL
R-4.2 FOIL FACED INSULATION
OVER FURRING STRIPS SPACED
0 24" O.C.
1/2" GYP. DRYWALL
BASE PER FINISH SCHEDULE
FLOORING PER FINISH SCHEDULE
WALL SECTION
0
-/ SCALE: 1 1/2" = 1'-0"
METAL TOP PLATE
-rrrr-r 9'-O"
A.F.F.
R-Iq BATT INSULATION
R -II BATT INSULATION
OFFICE
SIDE
3 5/8' 25 GA. NET.
STUDS CW O.C.
W/ I/2" GWB ON EACH SDE
MTL. BOT. SECURED TC
CONC. SLAB
FLOORING AND BASE PER
FINISH SCHEDULE
I/2" DIA. GRAB
BARS - CONTRACT0
TO PROVIDE BLOCKIN(
BETWEEN STUDS AS
REQV.
SURFACE MOUNTED
TOILET TISSUE HOLOEI
5'-8'
� RESTRM. ELEV.-
1/4"
H.C. ACCESSIBILITY NOTES
1. All work shall comply with all applicable provisions of the
Florida Accessibility Code.
2. Work shall include, but shall not be limited to, all
designated parking spaces, ramps, thresholds, clearances,
heights, corridors, doors, hardware and restroom .
requirements.
3. Provide lever type hardware on all personnel doors and
sinks.
4. All accessories for restrooms shall meet all applicable
requirements of the Florida Accessibility Code.
5. Maintain 5'-0" turning diameter or `T' turning area in
restrooms as indicated on the plans.
6. Provide blocking in restrooms to receive grab bars. Grab
bars shall support 250 lbs. min.
7. Insulate drain and hot water pipes in restrooms as per
code.
8. See interior elevations and details for further information
not shown on plan.
MTL. TOP PLATE
R-19 BATT INSULATION
A.F.F.
BLDG. STAND. CELNG ---/
TLE & GRID ® a-0' AFF
OR 8'-0' A.F.F.
OFFICE
SIDE
3 5/8: 25 GA. PST.
STIAS'® 24' O.C.
WALL SECTION
8
A-1
SCALE: 1 1/2" = 1'-0"
R-19 BATT INSULATION
MTL. TOP PLATE SECURED
TO CEILING GRID
CEILING HEIGHT
8'-0" OR 9'-0" AFF
COILING TILE & GRID
0 8'-0" OR 9'-0" A.F.F.
3 5/8' 25 GA. MET.
STUDDS @ 24' O.C.
W/ 1/2" GWB ON EACH SDE
MTL. BOT. SECURED TO
CONC. SLAB
SEE FINISH NOTES
FOR BASE AND FLOOR
FINISH
DOOR NOTES WALL SECTION WALL SECTION
1. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT SPECIAL 2. ALL DOORS SHALL BE EQUIPPED WITH H.C. ACCESSIBLE HARDWARE UNLESS 9 10
KNOWLEDGE OR EFFORT OR THE USE OF A KEY AND SHALL FOLLOW ALL OTHERWISE INDICATED.
APPLICABLE CODES. A-1SCALE: 1 1/2" = 1'-0" A-1SCALE: 1 �1�2-
BASE BIP
MTL. TOP PLATE
3 5/8' 25 GA. MET.
STU03 @ 24' O.C.
W/ 1/2' GWB ON EACH SDE
R -II BATT INSULATION
BETWEEN STUDS
TL. BOT. SECURED TO
DNC. SLAB
EE FINISH NOTES
DR BASE AND FLOOR
NISH
WALL SECTION
SCALE: 1 1/2" = 1'-0"
ADDITIVE ALTERNATE
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