08-1250-004MATERIAL & FINISH GENERAL NOTES: RESIDENTIAL R - 3
ODOOR
TAG
FBC (Florida Building Code 2004) UNLESS OTHERWISE NOTED
R702.3.1 Materials.
All gypsum board materials and accessories shall conform to ASTM C 36, C 79, C 475,
a-
WALL TAG
C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395 or C
ELEVATION TAG
All materials, finishes, and colors are to be approved by the Owner and /or Architect (if
1396 and shall be installed in accordance with the provisions of this section. Adhesives
1
contracted by Owner) prior to ordering, fabricating, applying and /or installing.
for the installation of gypsum board shall conform to ASTM C 557.
CONC. COL.
Finishes: Interior Wall and Ceiling Requirements by Occupancy: ( NOTE: Excluding
R702.3.2 Wood framing.
PAINTED
Interior Floor Finishes)
Wood framing supporting gypsum board shall not be less than 2 inches (51 mm) nominal
DOOR (BI -FOLD)
TABLE 803.5 Occupancy R -3 - Unsprinklered
thickness in the least dimension except that wood furring strips not less than 1- inch -by -2
®
Exits and Exist Access shall be a minimum of Class C Interior Finish; all other spaces
inch (25.4 mm by 51 mm) nominal dimension may be used over solid backing or framing
5
shall be Class C min.
spaced not more than 24 inches (610 mm) on center.
INTERIOR
FRAME WALL
All interior plate glass shall be clear and be Category II Glazing. Any glass located near
INTERIOR
PARTITION WALL (EXISTING)
1 3/4"
showers or tubs shall be Category 11 Glazing.
R702.3.3 Steel framing.
PAINTED
1 PAIR
Steel framing supporting gypsum board shall not be less than 1.25 inches (32 mm) wide
3
Pressure Treated Wood (P.T. }shall be used against all concrete surfaces and in wet
in the least dimension. Light -gage nonload- bearing steel framing shall comply with
LL
areas such as showers.
ASTM C 645. Load - bearing steel framing and steel framing from 0.033 inch to 0.112
0
N
cfl
inch (0.838 mm to 2.84 mm) thick shall comply with ASTM C 955.
Z
All flooring finishes in wet areas (exterior areas, kitchen & bathrooms) including
N
C6
concrete, ceramic tile, wood, sheet vinyl, etc„ shall be slip resistant.
R702.3.6 Fastening.
Screws for attaching gypsum board to wood framing shall be Type W or Type S in
Z
All interior non -load bearing partitions shall be 25 GA. 3 5/8" Metal Studs @ 24"
accordance with ASTM C 1002 and shall penetrate the wood not less than 518 inch (15.9
W
o.c. with 1/2" G.W.B. unless otherwise indicated (see Wall Hung Fixtures below).
mm ). Screws for attaching gypsum board to light -gage steel framing shall be Type S in
Note: All Bathroom walls to be 1/2" moisture resistant G.W.B (greenboard)
accordance with ASTM C 1002 and shall penetrate the steel not less than 3/8 inch (9.5
throughout. Cementitious board such as 'Durock' or similar, shall be used in all wet
mm). Screws for attaching gypsum board to steel framing 0.033 inch to 0.112 inch
areas such as showers /tubs.
(0.838 mm to 2.84 mm) thick shall comply with ASTM C 954.
GYPSUM BOARD MATERIALS:
w
2506.2 Standards.
Gypsum board materials shall conform to the appropriate standards listed in Table
GENERAL NOTES
2506.2 and Chapter 35 and, where required for fire protection, shall conform to the
provisions of Chapter 7 .
PLANS PART OF THIS SET ARE COMPLEMENTARY INFORMATION IS NOT
Gypsum wallboard shall comply with the provisions of ASTM C 36.
LIMITED TO ONE PLAN.
DRAWING AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND
Steel studs, nonload bearing shall comply with the provisions of ASTM C 645
SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE
PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE
2318.1.15 WALL HUNG FIXTURES - WOOD STUDS
NOT TO BE USED BY THE OWNER ON OTHER PROJECTS OR EXTENSIONS
Studs in bearing walls, exterior walls and non - bearing partitions supporting wall hung
TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AN APPROPRIATE
plumbing fixtures and wall cabinets shall be not less than 2 x 4, where spaced not more
COMPENSATION TO THE ARCHITECT.
than 16 inches on center or, not less than 2 x 6, where spaced not more than 24 inches
APPROVAL BY THE BUILDING AUTHORITIES OF THE BUILDING DRAWINGS
on center.
SHOWS THE COMPLIANCE OF THESE DRAWINGS WITH BUILDING
2318.1.15.1 A minimum 2 x 4 horizontal wood member, securely fastened to not
AUTHORITIES REQUIREMENTS,
less than two such studs, shall be installed for the attachment of each wall hung
THESE PLANS WERE PREPARED TO BE SUBMITTED TO GOVERNMENTAL
plumbing fixture and wall cabinet.
BUILDING AUTHORITIES FOR REVISION TO COMPLIANCE WITH
APPLICABLE BUILDING CODES AND IT IS THE SOLE RESPONSIBILITY OF
2318.2 INTERIOR NON - BEARING PARTITIONS
THE OWNER AND /OR CONTRACTOR TO BUILD ACCORDING TO APPLICABLE
2318.2.1 Studs in interior non - bearing partitions shall be of not less than 2 x 4
BUILDING CODES.
spaced not more than 24 inches on center.
IF CONTRACTOR AND /OR SUBCONTRACTOR FIND IT NECESSARY TO
2320.2 Firestopping shall be installed in wood frame construction in the locations
DEVIATE FROM ORIGINAL APPROVED PLANS. THEN IT IS THE
specified in 2320.2.1 through 2320.2.6.
CONTRACTOR'S AND THE SUBCONTRACTOR'S RESPONSIBILITY TO
1 -1/2" O.D. MTI
PROVIDE THE ARCHITECT WITH FOUR COPIES OF THE PROPOSED
HANDRAIL & P
2320.2.1 In concealed spaces of stud walls and partitions including furred
CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK. IN
HANDRAIL TO
spaces at ceiling and floor levels to limit the maximum dimension of any
ADDITION THE CONTRACTOR AND SUB- CONTRACTOR ARE RESPONSIBLE
FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING
200 lb. FORCE
concealed space to 8 feet.
AUTHORITIES FOR THE PROPOSED CHANGES. BEFORE PROCEEDING
DIRECTION (T)
WITH THE WORK THE CONTRACTOR AND SUBCONTRACTOR ARE ALSO
WALL HUNG FIXTURES- METAL STUDS:
RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND
APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF
2517.5.1.1 Steel studs supporting wall hung plumbing fixtures shall be doubled or
THE WORK.
not less than 20 gage with a minimum effective moment of inertia equal to 0.864
in. to the fourth power.
NO WORK OUTSIDE THE PROPERTY LINE IS INCLUDED IN THIS SET OF
OPEN SIDES TC
2517.5.1.2 Such studs shall be rigidly connected top and bottom to prevent
DRAWINGS EXCEPT DRIVEWAY AND SODDEN TO PUBLIC ROAD ASPHALT
REJECT 4"
significant end rotation or displacement.
LINE AS REQUIRED.
SPHERE
2517.5.1:3 A horizontal member securely fastened to not less than two shall be
CONTRACTOR TO VERIFY ALL UTILITY CONNECTIONS PRIOR TO STARTING
installed for the attachment of each wall hung plumbing fixture.
THE CONSTRUCTION. VERIFY ALL DIMENSIONS AND HEIGHTS BEFORE
PROCEEDING WITH WORK.
MEANS OF EGRESS:
CONTRACTOR TO VERIFY ALL EXISTING ELECTRICAL SERVICE AND
1003.4 Floor surface.
COORDINATE WITH F.P.L. FOR NEW SERVICE REQUIREMENTS AND
Walking surfaces shall be slip resistant under foreseeable conditions. The walking
LOCATION. ( NEW SERVICE TO BE UNDERGROUND).
surface of each element in the means of egress shall be uniformly slip resistant along
CONTRACTOR SHALL INFORM ARCHITECT IN WRITING OF ANY
the natural path of travel.
DISCREPANCIES BEFORE COMMENCING WITH WORK.
708.4 Continuity.
Fire partitions shall extend from the top of the floor assembly below to the underside of
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL BUILDING
the floor or roof slab or deck above or to the fire- resistance -rated floor /ceiling or
PERMITS, AND PAYING ALL FEES CONNECTED HEREWITH. NO MARKUP
roof /ceiling assembly above, and shall be securely attached thereto.
ALLOWED.
Where said ceiling is not a part of an assembly having a fire resistance rating at
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE
FIELD AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF
least equal to that required for the partition, the partition shall be constructed
ANY THAT DIFFER OR INTERFERE WITH THOSE SHOWN ON THIS PLAN
tight against the floor or roof deck above.
BEFORE PROCEEDING WITH WORK. ALL DIMENSIONS SUPERSEDE
1820.3.4 All concrete slab edges and concrete beams supporting exterior walls shall
SCALED DRAWINGS.
be recessed a minimum of 3/ inch below top of slab for a width of the exterior wall, or
CONTRACTOR TO GUARD AGAINST ANY AND ALL POSSIBLE HAZARDOUS
provided with an alternative water -stop method approved by the building official.
CONDITIONS ( EXPOSED HOT WIRING, ETC.) WHICH MIGHT OCCUR AS A
RESULT OF CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR IMMEDIATE CLEANING AND
WINDOW & DOOR GENERAL NOTES:
REMOVAL OF ALL DEBRIS UNTIL THE PREMISES ARE ACCEPTED IN A
All materials, finishes, and colors are to be approved by the Owner and/or Architect (if
CLEAN, HABITABLE CONDITION.
contracted by Owner) prior to ordering, fabricating, applying and /or installing. In addition
ALL NEW PRODUCTS TO MEET DADE COUNTY PRODUCT APPROVAL AS,
all windows and doors shall be approved by the Building Department and have Product
REQ'D.
Control Approvals (NOA) as required.
THE MINIMUM LOWEST FIRST FLOOR ELEVATION SHALL NOT BE LESS
THAN 12" ABOVE CROWN OF ROAD OR THE FEDERAL AND /OR COUNTY
All window and door rough openings shall be verified with the manufacturer. The shell
FLOOD CRITERIA ELEVATION ,WHICHEVER IS HIGHER. CONTRACTOR
sub - contractor and /or general contractor shall verify all rough openings for the required
SHALL SUBMIT AN ELEVATION SURVEY PRIOR TO POURING FIRST FLOOR
LEGEND
ODOOR
TAG
OWINDOW
TAG
a-
WALL TAG
01 -011
ELEVATION TAG
REMARKS
NUMBER
1
ELEVATION TAG
6' -0" x 6' -8"
CONC. COL.
•
FILL CELL
PAINTED
DOOR ( SINGLE FLUSH)
d °
DOOR (BI -FOLD)
WOOD
WINDOW (SEE SCHEDULE)
®
PAINTED
CMU WALL (EXISTING)
5
CMU WALL (NEW)
INTERIOR H.C.
INTERIOR
FRAME WALL
WOOD
INTERIOR
PARTITION WALL (EXISTING)
1 3/4"
INTERIOR
PARTITION WALL (NEW)
1 -1/2" (
shell work. SLAB AND A FINAL SURVEY UPON COMPLETION OF PROJECT.
All interior glass shall be clear. BURY WATER, PHONE, CABLE SERVICE 18" (ELECTRICAL SERVICE 30 ") PIPE (GUARDRAIL)
BELOW FINISH GRADE V -0" RADIUS SAND BACKFIELD AROUND PIPES.
All wood doors to be paint grade unless otherwise indicated. IN ORDER TO AVOID ANY CONFLICTS, CONTRACTOR SHALL COORDINATE
LOCKS TO BE PRIVACY AT BATHROOMS AND BEDROOMS, ALL HIS PRACTICAL TRADES ASSOCIATED WITH THIS JOB.
PASSAGE AT HALLWAYS- DOORS (OTHER THAN SLIDING DOORS) HAND/ GUARD RAILING �" AIL
D E 1
A DEAD LOCK AND A PASSAGE TO BE SELECTED BY
OWNERIARCHITECT
SHUTTER NOTES:
ALL WINDOWS AND GLASS DOORS SHALL BE PROTECTED BY
ENGINEERED STORM SHUTTERS OF REMOVABLE TYPE IN
CONFORMANCE WITH FLORIDA BUILDING CODE LATEST
EDITION.
MANUFACTURER OF STORM SHUTTERS SHALL PROVIDE
PRODUCT CONTROL APPROVED SHOP DRAWINGS TO
ARCHITECT OR ENGINEER OF RECORD FOR APPROVAL PRIOR
TO FABRICATION.
1 -1/2" O.D. NFPA 101 2003
METAL PIPE (AT STAIRS
ONLY)
HT
INUM WALL BRACKET
iV
'.
BATH NOTES:
- BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH
INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE
FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES
SHALL EXTEND TO A HEIGT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR.
- SHOWER COMPARTIMENTS FINISH SHOWER COMPARTIMENTS SHALL
HAVE FLOOR AND WALLS CONSTRUCTED OF SMOOTH, CORROSION
RESISTANT AND NON ABSORBENT WATER - RESISTANT MATERIALS TO A
HEIGHT OF NOT LESS THAN 70 INCHES ABOVE THE COMPARTMENT FLOOR
AT THE DRAIN.
N.T.S.
DOOR SCHEDULE
MIRK
MATERIAL
ACTUAL
SIZE (WxH)
THICK
FINISH
FRAME
MATERIAL
FRAME
FINISH
HINGES
REMARKS
NUMBER
1
ALUM /GLASS
6' -0" x 6' -8"
1 3/4"
I PAINTED
MANUF.
PAINTED
MANUF.
TEMP, GLASS CAT. II
2
WOOD
2'--8" x 6' -8"
1 3/4"
PAINTED
WOOD
PAINTED
1 PAIR
INTERIOR H.C.
a
WOOD
2' -6" x 6' -8"
1 3/4"
PAINTED
WOOD
PAINTED
1 PAIR
INTERIOR H.C.
3
OTHERWISE EXISTING TO REMAIN
0
o N ti
CO
NEW CONC.
SLAB
9.11' iv
" TOP.O.
0
.F. E.
ERRACE
Z
0
0
❑
a
Z
Z�
w
U�
W Ol-
24' -1"
lel� PROPOSED FLOOR PLAN FOR REMODELED
1/4 "= 1' -0" SCALE BASED ON 36" x 24" PRINT
N
WINDOW SCHEDULE
MIRK
DESCRIPTION
MATERIAL
WIDTH
HEIGHT
REMARKS
A
SH 1/2 32
ALUM. & GLASS
26 1/2"
26"
TEMP FROSTED GLASS CAT II
B
(2) SH 24
ALUM. & GLASS
37"
50.5/8"
EXISTING TO BE RELOCATED
OTHERWISE EXISTING TO REMAIN
0
.0
CV
N
0
i�
M
N
0
iT
MIN. WINDOW EGRESS AREA
CLEAR OPENING
20" MIN. HORIZ. DIMENSION
24" MIN. VERT. DIMENSION
AND 5.7 SQ.FT. CLEAR
N
Z
0
w
Cl
Q
❑w
wz
Z U
2gQ
W W S
W ED F-mm
Z F-
U)0ZJ
ODa
Wt!s3
y
S,OU -f 1 it IA
C(_(..,t OF
tIO)O DEPT'
—0�y S ",,UCTURAL SECT10"
20" o
,.
7 /�'//�7/�/
EMERGENCY WINDOW DETAIL
NTS
REVISIONS DATE
W
or_
SCALE:
0
REVIEWED BY:
E.V.
CL
W
W
DATE:
10/10/2008
Lr)
M
M
a
9
N
Z
M
�]M
00
W
Z
Z
r '
—
LJO
a°
V,
0
W
�
L
M
a
LL
0
J
W
LL
❑
E
u
W
E
LL
w
~
0
N
cfl
o
Z
N
C6
U
U)
LO
Z
W
o
v
N
c
0
v�
U)
w
ill-EK
0
W
0
08 -01 -E
SCALE:
0
REVIEWED BY:
E.V.
DRAWN BY:
W
DATE:
10/10/2008
Lr)
J
W
('7
M
�]M
0
0
Zw0
LL
LL
w
100
O
W
04
Q
I
~
Q
N
cfl
Z
U)
U)
X..,
1)-00
W
JOB No:
08 -01 -E
SCALE:
AS SHOWN
REVIEWED BY:
E.V.
DRAWN BY:
E.V./ C.G.
DATE:
10/10/2008
SHEET TITLE:
FLOOR PLAN
SHEET N0:
A -2
SHEET 3 OF 10