HomeMy WebLinkAboutBUILDING SITE PLANSa'-4" 9-0" 5'-2" S'-2" .ri'_i" s,'-in" 'J'_d" i'J'_r -
DOOR SCHEDULE
Mark
Size
Door
Frame
Fire
Rating
Notes
Profile
Face
Core
Finish
Material
Threshold
Finish
A
36" x 80" x 1 3/8"
Six Panel
Masbnite
Hollow
Painted
Wood
N.A.
Painted
N.A.
Swing Door
B
30" x 80" x 1 3/8"
Six Panel
Masonite
Hollow
Painted
Wood
N.A.
Painted
N.A.
Bifold Door
GENERAL REQUIREMENTS
All work to be as per the current edition of the Florida Building Code
and meet or exceed all applicable local requirements.
General contractor Is responsible for all labor, materials, utilities, testing,
waste removal, store a, securing of site, accomodation, transport/freight,
and all other cost related to the completion of this project, unless explicitly
identified here.
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.
General contractor to check all drawings for errors and ommissions and
bring them to the attention of the architect prior to starting any work, or
ordering any the
of the respective division of work If such errors
and ommissions are not reported n writingto the architect, any resulting
damages or costs shall be born entirely by the general contractor.
Architect is not responsible for the contractors method or means of
construction
General contractor is to keep the site In a clean and safe state through
out the course of construction. On building turnover, general contractor to
clean all surfaces so as to be free of dust, grease, stains, scuffs, etc.
Unless otherwise noted, the Installation of specified hardware shall
conform to the manufacturers instructions and standard practice.
All drawinnggs are not considered complete until the plans have been reviewed
by the building department and the building permit has been Issued.
All wood In contact with masonry shall be pressure treated or approved
separating material.
All dimensions shall be verified in field by the contractor. If there are
any discrepancies the Architect or Engineer shall be notified before
proceeding.
All toilet room doors to have privacy sets, Male / Female Graphic & Braile Lables
All doors to be Medium Duty
Thresholds not to exceed 1/2" max. heigth
All handsets to be lever type, brushed chrome finish
Plumbing Code Data
34 Occupants -- 17 Males 17 Females
Fixtures: Ratio Required
Provided
Male Female Male Female
Male Female Unisex
Water Closets: 1/25 1/25 1 1
1 1 1
Lavatories: 1/40 1/40 1 1
1 1 1
Urinals: 0
0
Service Sink: 0
0
Drinking Fountain: 1/100 1 "Hi Lo"
1 "Hi Lo"
INTERIOR WALL FRAMING
Non Load Bearing walls to be 2 x 4 studs 24"o.c.
Spruce, Pine, Fir (SPF) #2 Grade Lumber or Better.
or Metal Studs (25 Gauge). Crimper may be used
in lieu of screws.
GENERAL CONCRETE NOTES:
Mond Suuctur. Mill Symbol W FS.S33.027,
F.A.C. MAd012, and RA,C, oY-00,0081
❑ ❑
54" min.
In the event that the existing concrete slab needs to be cut ST.ILUCIE000NTY
ensure the following: Concrete shall have a minimum compressive PLAN REVIEW
compressive strength of not less than 3000 p.s.i. over compacted,
and termite treated soil.
DAT6l
REVIEWED FOR COMPLIANCE
ELEC:
SiJBJECTTO FIELD INSPECTIONS
DAT1
SEE ATTACHED RE.VISIOIJ SHEET
PLUMB: R�
REVIEWED:
DATE:
MECH
DATE: - Cl?
DATE:
12"
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Do not locate tissue
holder behind the
grab bar
Water Closet Clearances
bar at
Wall
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOROFRECORD
Insulate he
water pipe
under sink
UWui
Lavatory Clearances
r�—!`71 New Interior Frame Walls
(Non Load Bearing)
FINISH CLASSIFICATION
5" 15"
f�
Unspr¢nkk erect
OCCUpancy , Group: B
Exit assagb: A
Corridors: A
Rooms: C
d
ca
c
°O
E
c_
N
c E MIt-
N
1
Spout Hght & Knee Clearance
Equipment permitted in shaded area
HiLo fountain required as shown
Project Data Building Datacc
vc
Project Name: Chamber of Commerce Occupancy Type: Group B
Street Address: 2935 West Midway Rd. Construction Type: IIIB CE
City: Ft. Pierce Number of Stories: One :
County: St. Lucie Number of Seats: N.A. C Z
Stet®: Florida d to
Project Area: 3,398 s.f. (Gross) �` 05 0
Existing
Building Code .� o
2010 Florida Building Code: Building Utilities ,� C
2010 Florida Building Code: Existing Building City Water "
2010 Florida Building Code: Plumbing Public Sewer System Z CO co
2010 Florida Building Code: Mechanical •y _ LL
2010 Florida Building Code: Accessibility = I— c
2010 Fire Prevention Code: NFPA 101 Co LL -Z= as
2008 National Electrical Code U Q
cc 0
Florida Building Code Data J
m
Use Group: Business Group B (Office) i> iz
Type of Construction: IIIB Unprotected � a -
Occupant Load: 3,398 (Gross) s.f. / 100 = 34 Occupants
Egress Width: .2" per person x 34 6.8" 288"
Length of Dead End Corridor: 20.0' 9.0'
Maximum Distance to Exit: 75.0' 51.3'
Minimum Number of Exits: 1 9
Fire Protection Reauirement
Required Provided
Party & Fire Walls N.A.
Structural Frame including columns: 0 0
Girders & Trusses: 0 0
Exterior Bearing Walls: 2 2
Interior Bearing Walls: 0 N.A.
Floor Construction: 0 0
Roof Construction: 0 0
Life Safetv Svstem
Emergency Lighting: Yes
Exit Signs: Yes
Panic Hardware: No
Fire Suppression: No
Fire Alarm: No
Fire Extinguisers: Min. 2A10BC
Interior renovation of three individual
tenant rental spaces to be one individual
business. Existing HVAC to remain but
modified. Existing electrical panels to
remain. Total interior space 3,398 sq. ft.
7-2" Existing
1'-4" 5'-0" min.
31
New location
of19"Wx17"D
Lavatory �
3068 Ico
%r mi i 60" dia.
Turn
Radius
I 1. " I
�`—�\ 30 —4— i
max.
Grab Bars
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BY
Toilet Room Doors to have Lever Doors shall have signs indicating
Handle and Privacy Lock ADA Accessable Restroom
Lavatory or Sink Controls to be Grab Bars to be 1 1/4" to 1 1/2"
Lever Types dia. and 1 1/2" from walls
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
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date
1/20/13
scale
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AC. AC. AC.
Cond. Cond. Cond
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scale:
Existing Floor Plan
scale: 3/16" ® 1'-0"
I&I
NORTH
Typ. Existing A.C. Equipment
Air Handlers: 2TTB3042A TRANE (3 1/2 Ton)
Condenser Unit: 2TEC31742B1000A,
Heat Strip: 10 Kw
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONT MIROFRECORD
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT MANY CORREC11ONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
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EXISTING ELECTRICAL PANEL "1" EXISTING ELECTRICAL PANEL "2"
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(R \ relocate light i/ �} �/
(R) fixture and � fixture and ? _ /
Closet x (N) eosptioelas 1 , `j" ehowncalas IN) tJi Closet
1 shown IN /
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PLUMBING NOTES:
Plumber to consult with contractor and equipment ordered
for rough in dimensions.
Verify all dimensions with the floor plan. The floor plan
dimensions dictates all other dimensions on other sheets.
Do not scale drawings, if any conflicts arise, contact the
Architect or Engineer for clarification prior to construction.
All sanitary lines 2" or less shall have a slope of 1/4" per
'foot minimum.
All sanitary lines above 2" shall have a slope of 1/8" per
foot minimum.
(R)
F---Ri---i=0 IN) F---R�---
(R) (N
(t Office
IN) 1
l _ _
IJi
(R) \ -(R)
Recept.
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(R) Waiting _(R)
(N
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EXISTING ELECTRICAL PANEL 113"
ot _
EX '
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10
0. Panel
(E) \ 1 #3
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fixture and
y}- ical as show N
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(E)
Copy Room I
(N)I
(N) I
1
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T T
I I I
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(R)II (R) t
IN) y
Office (N .�
3W�' /
(R)
(E) (E) EXI (E)
I
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FILE COPY
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBUTY OF THE
CONTRACTOR OF RECORD
Lav
Existing (N) 1/2"
Sanitary Existing Water
Mai Closet to remain
(N) t Plumbing contractor to
(E) 2 - - - - - - (E) provide a - - mer
and shut water valve at each
�E) 1 fixture
--- - ------411
r------ ----
,
New location (E)
of Lavatory 11
pp
II (E)
3" VTR � 2" supply
Existing Lav WC 3/4" (E) to meter
(E)
Remove
Existing I I Existing water line (E)
Sink I Cap off drain at lay. to be removed
lines at existing and capped off
lavatory
Typical at each Toilet Room Typical at each Toilet Room
Plumbing Plan Water Supply
Scale: 1/4" = F-0" n.t.s.
New Lav
Location
Lav
- -� (R)
Office
IN)
(N)
(R)
Office
\---RR)---9
Office
(R)
Office
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
W'!� A11►APtlL.I�IM�I� �EItlEBa
New 2" vent
at ceiling
ceiling
3'� VTR
E)
i
Cap off drain
lines at existing
lavatory
(E)
Typical \
Typical at each Toilet Room
Sanitary Riser
n.t.s.
Existing
Sanitary
Main
ELECTRICAL LEDGEND
RECESSED LIGHT WITH LENS @ EXTERIOR & WET LOCATIONS
SURFACE MOUNTED LIGHT FIXTURE
TT
00
f--- �� ---� SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE
M
UNDER CABINET FLUORESCENT FIXTURE ( INCH LIGHTS)
^,
^
N-ed RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN
-
• SENSOR
CJ� CEILING FAN O, CEILING MOTION
O
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O EXHAUST FAN OUTLET DOOR CHIMES
V
a
bTHERMOSTAT, �
00
SMOKE DETECTOR
�
W
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DUPLEX OUTLET -SWITCHED
• 1�
Q
�+ TELEVISION
(�:"
DUPLEX OUTLET
220 V OUTLET TELEPHONE
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.` SWITCHEI PUSH BUTTON
_W THREE W AY
� EMERG FLO D LIGHT
YytSWITCHw
rl
�'+
S"
-..
3w W/ BATTERY BACKUP
yr DIMMER SWITCH
p ILLUM. EXIT LIGHT W/
EXl
Cl
; BATTERY BACKUP
(E) = EXISTING (R) = RELOCATED (N) = NEW
NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46" A.F.F.
ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING
OUTLETS THAT ARE NOT GFCI MUST BEAFCI.
O
TAMPER PROOF. RECEPTAALES MUST BE INSTALLED IN 120 VOLT, SINGLE
^^�ll
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-
~
PHASE 15 & 20 AMP BRANCH CIRCUITS
Electrical Notes
1. All loads to be checked by a Florida Licensed Electrician
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2. All work to meet the 2608 National Electrical Code.
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3. Calculations and panels below are for sizing conduit and overall
a
building load requirements only
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4. All conductors to be copper; all insulation to be THHN. Conduit as
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follows: PVC below ground, Rigid from underground to service box
for exterior lights on building; AC, MC, or EMT conduit elsewhere.
n/
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5. Ensure min, 36" clear between equipent and disconnects, Typical.
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6. Protective ratings shall comply with NEC 110-9 & NEC 110-10
Ct
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7. Ensure panels have main disconnect at meter pack per NEC 230-70-A-1
8. Clearance between boxes and cutouts in wall shall not exceed 1/8".
Existing Electrical Panel #1
Description:
LT.E. Load Center Electrical Schedule
100 MLC
1 PH 3W 120/240V
Circuit
Description
Volts
Load KW
Breaker
Wire
Cond.
Trip
JPole
T.B.D.
Lights & Recept.
120
3.6 KW
20 A
1 P
2#12
1/2"
T.B.D.
Lights & Recept.
120
3.6 KW
20 A
I 1 P
1 2 #12
1/2"
New Additional Load 7.2 KW
First 10 KW at 100% 10.00 KW
Total Calculated New Load 7.2 KW
7,200 W = 30 Additional Amps
240
Existing Panel Load: 42.80 Amps
Total Calculated Panel Load: 72.80 Amps (100 Amp Panel Existing)
Existing Electrical Panel #2
Description:
I.T.E. Load Center Electrical Schedule
100 MLC
1 PH 3W 120/240V
Circuit
Description
Volts i
Load KW
Breaker
Wire
Cond.
Trip
Ipole
T.B.D.
Lights & Recept.
120
3.6 KW
20 A
1 P
2 #12
1/2"
T.B.D.
Lights & Recept.
120
1 3.6 KW
120A
I 1 P
1 2 #12
112"
New Additional Load 7.2 KW
First 10 KW at 100% 10.00 KW
Total Calculated New Load 7.2 KW
7,206 W = 30 Additional Amps
240
Existing Panel Load: 42.80 Amps
Total Calculated Panel Load: 72.80 Amps (100 AmpnPanel Existing)
Existing Electrical Panel #3
Description: 100 MLC
T.T.E. Load Center Electrical Schedule I PH 3W 120/240V
Circuit
Description
Volts
Load KW
Breaker
Wire
Cond.
Trip
1pole
T.B.D.
Lights & Recept.
120
6.4KWI20AI
1 P
1 2 #12
1/2"
T.B.D.
Lights;,& Recept.
120
6.4 KW
120A I
1 P
1 2 #12
1/2"
New Additional Load 12.8 KW
First 10 KW at 100% 10.00 KW
Remaining 2.8 KW 40% 1.12 KW
Total Calculated New Load 11.12 KW
11,120 W = 46.33 Additional Amps
240
Existing Panel Load: 42.80 Amps
Total Calculated Panel Load: 89.13 Amps (100 Amp Panel Existing)
Electrical contractor to verify all equipment loads prior to
start of construction. Electrical contractor to recalculate
electrical schedule if loads are to be modified
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date
1/14/13
scale
as noted
job nunber
13004
sheet
A-3
4
HVAC SCHEDULES AND NOTES:
HVAC Units are Trane split system DX Units, 13.0 SEER, each
with 1Ci�W Heat Strip.
Units are split system 3.5 ton ua �s, Trane 2TTB3042A AHU's
with 2TEC3F42B1000A, with 1C KW Heat Strip,
208/230/1/60. Clean all existing ur• is and ductwork.
Refer to Architectural Sections for ceiling height restrictions
— all equipment and materials shall fit in the space provided.
Make modifications as required to accomplish same.
Registers/grills/Diffusers shall be Metalaire or equal unless
otherwise scheduled — all aluminum. construction. Reuse
existing where possible — new grilles shall match existing.
SAD's (supply air diffusers) shall be series 5000, M-2, S-4,
D-5, of the sizes shown. S-1: one way; S-2: two way, etc.
Unless otherwise noted, SAD's shall be 9" x 9" (up to 125
cfm); 12" x12" (130 to 290 cfm); 20" x 20" for 300 cfm and
larger. Use M-2 diffusers for drywall ceilings.
RAG's shall be type RH of the sizes shown on the plans. TG's
(transfer grilles) shall be 16/16 or of the sizes shown on the
plans. Provide 1" T/A filters at unit. Return Grille Mark R-1
shall. be 16"x 16'; R-2: 18"x 18"; R-3: 20"x 20'; R-4: 24"x
24
Exhaust fans are existing.
Paint all HVAC grilles/registers/diffusers white - verify.
Provide outside make up air for each unit — Set cfm at
Manual "N" requirement and O/A Calculations. Maintain
minimum 10' separation from exhaust openings. Verify
with existing.
Provide thermostat for each unit — Honeywell, Trane or
equal "on — Auto" fan and "Heat/Cnol" settings. Verify with
existing.
Ductwork shall have joints and seams sealed with approved
tape applied with adhesive to make joints air tight. Ducts
shall be,, reinforced foil faced 1-1/2" fiberglass insulation
board (R-6 minimum). Reuse existing ductwork where
possible.
Flex duct shaA be L!L 181 Thermaflex cr equal with foil back
insulation. Provide spin -in connection with diverter and
volume damper for each flex take -off from the main trunk
ductwork.
The Contractor shall furnish a complete matched
component HVAC system in accordance with these
drawings, local codes, and the latest editions of,NFPA 90A &
90B, ANSI 8-9.1 Mechanical Refrigeration, SMACNA,
ASHRAE, and State of Florida Energy Efficiency Code for
Building Ccns-'ruction — FlaCom-10
The Contractor shall obtain all required permits and
inspections from governing agencies and furnish a written
guarantee that all work shall be free from. defects in
materials and workmanship for a period of, one..,year from
the date of equipment start up and final acceptance.
Manufacturer's instructions and guarantees shall be given to
the owner.
The contractor shall be responsible for balancing the HVAC
system to meet the criteria on the plans and shall return to
the site to re -balance the HVAC system after occupancy to
satisfy specific individual requirements.
Provide duct smoke detectors for all units per Mechanical
and Building Code requirements.
r
Project Area: 3,398 s.f. (Gross)
Typ. Existing A.C. Equipment
MANUAL
"N"
Air Handlers: 2TTB3042A TRANS (3 1/2 Ton)
HVAC WORKSHEET
Condenser Unit: 2TEC3F42B1000A
Heat Strip: 10 Kw
ROOM: SPACE AREA: 3600 SF
JOB:
DRAWD3 ' EIR0$
REMODEL
ZONEA
HVAC PLAN 1/4"=1'-0"
N. WALL ........................................
900
S.F.
X
13.68 =
3312
S. WALL ........................................
900
S.F.
X
7.36 =
6624
E. WALL ........................................
400
S.F.
X
4.96 =
1984
W. WALL .......................................
400
S.F.
X
6.56 . _
2624
N. GLASS .......................................
0
S.F.
X
44 ,= 1+
,. 0
S. GLASS .......................................
90
S.F.
X
49.,
4410
E. GLASS .......................................
0
S.F.
X
33 _
0
W. GLASS ......................................
0
S.F.
X
91 _
0
ROOF ............................................
3600
S.F.
X
2.2 =
7920
LIGHTS ..........................................
7200
W
X
3.41 =
24552
PEOPLE .........................................
25.2
X
$00 =
12600
INFILL ( 62- 89) ...............................
504 CFM
X
54 =
27216
SUB TOTAL =
91242
5 % DUCT LOSSES =
4562.1
TOTAL =
95804.1
USE: EXISTING (3) - 3.6 TON A/C UNITS OK
3193.47 CFM
a.e,A4..
O/A CALC`S (PER FMC & ASHRAE 62)
2600 SF x 7/ 1000 = 25.2 PERSONS
25.2 X 20 CFM/PERSON = 504 CFM O/A REQ'D
504 CFM O/A PROVIDED — 168 CFM EACH OF 3 AHU'S
THEREFORE O/A OK
—� toupy
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAYBE NECESSARY IN ORDER TO
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13004
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M-1
7'-4"
9'-0"
51-? 11
DOOR SCHEDULE
Mark
Size
Door
Frame
Fire
RatingNotes
Profile
Face
Core
Finish
Material
Threshold
Finish
A
36" x 80" x 1 3/8"
Six Panel
Masonite
Hollow
Painted
Wood
N.A.
L Painted
N.A.
Swing Door
B
30" x 80" x 1 3/8"
Six Panel
Masonite
Hollow
Painted
Wood
N.A.
Painted
N.A.
Bifold Door
GENERAL REQUIREMENTS
All work to be as per the current edition of the Florida Building Code
and meet or exceed all applicable local requirements.
General contractor is responsible for all labor, materials, utilities, testing,
waste removal, storage, securing of site, accomodation, transpor/lieight,
and all other cost related to the completion of this project, unless expltenly
identified here.
Owner is responsible for all municipal related charges such as imppgb)
fees, and water connection, except building permit tees, which are IdUr
included in the construction bid.
General contractor to check all drawings for errors and ommissions and
bring them to the attention of the architect prior to starting any work, or
ordering any materials of the respective division of work. If such errors
and ommissions are not reported in writingto the architect, any resulting
damages or costs shall be born entirely by the general contractor.
Architect is not responsible for the contractors method or means of
construction.
General contractor is to keep the site in a clean and safe state through
out the course of construction. On building turnover, general contractor to
clean all surfaces so as to be free of dust, grease, stains, scuffs, etc.
Unless otherwise noted, the installation of specified hardware shall
conform to the manufacturers instructions and ,standard practice.
All drawings are not considered complete until the plans have been reviewed
by the building department and the building permit has been issued.
All wood in contact with masonry shall be pressure treated or approved
seperating material.
All dimensions shall be verified in field by the contractor. If there are
any discrepancies the Architect or Engineer shall be notified before
proceeding.
All toilet room doors to have privacy sets, Male / Female Graphic & Braile Lables
All doors to be Medium Duty
Thresholds not to exceed 1/2" max. heigth
All handsets to be lever type,brushed chrome finish
Plumbing Code Data
34 Occupants = 17 Males 17 Females
Fixtures: Ratio Required
Provided
Mate Female Male Female Male
Female Unisex
Water Closets: 1/25 1/25 1 1 1
1 1
Lavatories: 1 /40 1 /40 1 1 1
1
Urinals: 0 0
Service Sink: 0
0
Drinking Fountain: 1/100 1 "Hi Lo"
1 "Hi Lo"
INTERIOR WALL FRAMING
Non Load Bearing walls to be 2 x 4 studs 2 4" o.c.
Spruce, Pine, Fir (SPF) #2 Grade Lumber or Better.
or Metal Studs (25 Gauge). Crimper may be used
in lieu of screws.
GENERAL CONCRETE NOTES:
In the event that the existing concrete slab needs to be cut
ensure the following: Concrete shall have a minimum compressive
compressive strength of not less than 3000 p.s.i. over compacted,
and termite treated soil.
90'-0"
54" min
3'-6" 12"
inax.
Grab bar at
Tkssue /Rear Walt
Holder /
M
o
M
pp
v
0
_
7
Do not locate tissue
holder behind the
.�,�-9„
grab bar
Water Closet Clearances
insulate he
water pipe
under sink
Lavatory Clearances
0 New Interior Frame Walls
(Non Load Bearing)
FTNTTCT4 C1 A CCTIPTC ATTnXT
Unsprinklered
Occupancy Group: B
Exit Passage: A'
Corridors: A
Rooms: C
5" 1515"
"1 min.
c
C
iu
a
c
en �
t
Spout I -tight. & Knee Clearance
Equipment permitted in shaded area
HiLo fountain required as shown
w
Project Data
Building Data
Project Name: Chamber of Commerce
Occupancy Type: Group B
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00
Street Address: 2935 West Midway Rd.
Construction Type: IIIB
City: Ft. Pierce
Number of Stories: One
County: St. Lucie
Number of Seats: N.A.
State: Florida
Project Area: 3,398 s.f. (Gross)
Z
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Existing
r
�
Building Code
r
Utilities
0C
N2010
Florida Building Code: Building
C)
2010 Florida Building Code: Existing Building
City Water & Septic
-J
2010 Florida Building Code: Plumbing
Q
2010 Florida Building Code: Mechanical
2010 Florida Building Code: Accessibility
2010 Fire Prevention Code: NFPA 101
2008 National Electrical Code
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a
Florida Building Code Data
Use Group: Business Group B (Office)
a�
0
Type of Construction: IIIB Unprotected
Occupant Load: 3,398 (Gross) s.f. / 100 = 34 Occupants
Dn
Required Provided
Egress Width: .2" per person x 34
6.8"
288"
Length of Dead End Corridor:
20.0'
9.0'
Maximum Distance to Exit:
75.0'
43.5'
Minimum Number of Exits:
1
9
Fire Protection Reauirement
Required
Provided
Party & Fire Walls:
N.A.
Structural Frame including columns:
0
0
Girders & Trusses:
0
0
Exterior Bearing Walls:
2
2
Interior Bearing Walls:
0
N.A.
Floor Construction: _
0
0
Roof Construction:
0
0
Life Safetv Svstem
Emergency Lighting: Yes
Exit Signs: Yes
Panic Hardware: No
Fire Suppression: No
Fire Alarm: No
Fire Extinguisers: Min. 2A10BC
Scope of Work
Interior renovation of three individual
tenant rental spaces to be one individual
business. Existing HVAC to remain but
modified. Existing electrical panels to
remain. Total interior space 3,398 sq. ft.
T-2" Existing
1'-4" 5'-0" min.
New location
of19"Wxl7"D
Lavatory —\
I —I
i D i 60" dia. t1
Turn
I
I I
I I I I Radius I
I I I I I
30"
306$
vix---------;60---
cK.
Floor Clearances
max.
Grab Bars
E
N �
cn
W
- c
Existing
36" Grab
Bar
Toilet Room Doors to have Lever Doors shall have signs indicating
Handle and Privacy Lock ADA Accessable Restroom
Lavatory or Sink Controls to be Grab Bars to be 1 1/4" to 1 1/2"
Lever Types dia. and 1 1/2" from walls
A.D.A.. Toilet Room
drawn
s.l.
checked
,.I.
date
1/20/13
scale
as noted
job number
13004
abeet
A-1
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AA, A.G.
Cond. Cond.
N.C.
Cond.
Electrical a
Panel I
E
fe10B
EXI
yr Electrical a
frlOBC Panel
O
Q ® s Electrical
II Panel
A
ext
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fire
1
Toile
Toilet
1
Toilet
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Room
Room
Room
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gn
306R
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3068 -
I 68
2666 1
2666 I
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7x3
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®22.56"
1
1 attic s
Return
Grille
Return 22.5" x 36"
Grille attic access
\
1
-
Retw i (i 2' S" x 36"
Gnlle - etnc access
1,
1
I
1
®
\1
\ ®
\1
Drinking
Fountain
Drinking
Fountain
\ ®
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\
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Drinking
Fountain
Fountain
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\1
F- L--4 ..
J
7
F_ L-�
with Cup
Holder
with Cup
Holder
F_ `
�'
F_ `_i
%
with Cup
Holder
- f= 3...�
F_ L_i
/ Tenant Space 1
Tenant Space 2
/
Tenant Space 3
�J
III 91-01, Ceiling
I
�
I
9'-0" Ceiling
1 ,,;,
�
-
� i 9'-0"Ceiling
1 VCT Flooring
I
]
I
VCT Flooring
I
]
, `� I VCT Flooring
\ 1,185 Square Feet
1
`'
1
1,203 Square Feet
1
z1
..1,185 Square Feet
1
-1
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Typ. A.C.
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Supply
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I
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\
1
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aw
EX
aw
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Life
scale: 3
W
Existing Floor Plan <=
scale: 3/16" =1'-0"
NORTH
Tvn. Existfm A.C. Eauinment
Air Handlers; 2TTB3042A TRANE (3 l/2 Ton)
Condenser Unit: 2TEC3F42B 1000A
Heat Strip: 10 Kw
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0
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55
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drawn
s.l.
checked
s.l.
date
1/20/13
scale
as noted
job number
13004
sheet
A-2