09-811-001_ s-
6421
S.W. 64th. AVENUE,
SHOP DRAWING SCHEDULE
MANUFACTURERS, SUPPLIERS OR INSTALLERS OF THE FOLLOWING ITEMS SHALL SUBMIT
DETAILED FABRICATION /INSTALLATION DRAWINGS AND /OR PRODUCT LITERATURE TO THE
DESIGNER FOR HIS RECORDS PRIOR TO FABRICATION OR INSTALLATION. DRAWINGS FOR
ENGINEERED PRODUCTS OR PRODUCTS OF A STRUCTURAL /LIFE SAFETY NATURE SHALL
BEAR THE SEAL & SIGNATURE OF A FLORIDA REGISTERED ENGINEER OR SHOW
REFERENCE TO PRODUCT APPROVAL BY THE APPLICABLE AUTHORITY. IF THE
DESIGNER'S REVIEW OF SUCH DRAWINGS /DATA IS REQUESTED (CLIENT'S CONTRACT
OPTION), THEY SHALL BE SUBMITTED IN REPRODUCIBLE (MYLAR) FORM. SUCH REVIEW IS
SOLELY FOR COMPLIANCE WITH THE INFORMATION GIVEN IN THESE DOCUMENTS AND WITH
THE INTENT OF THE DESIGN CONCEPT OF THE PROJECT. WHILE RESPONSIBILITY FOR THE
ACCURACY AND COORDINATION WITH OTHER TRADES OF THE DATA SUBMITTED FOR
REVIEW, AS WELL AS FOR THE PERFORMANCE OF THE PRODUCTS DEPICTED THEREON,
REMAINS SOLELY WITH THE AUTHOR OF THE DATA AND /OR THE GENERAL CONTRACTOR
AS APPLICABLE. REFER TO PERFORMANCE STANDARDS NOTE FOR PRODUCT APPROVAL/
COMPLIANCE.
r
INDEX
OF ABBREVIATIONS
7.
FLOOR & WALL FINISHES
AIR CONDITIONING
A/C
HEADER
HDR
VENT THRU ROOF
V.T.R.
ALTERNATE
ALT
HEIGHT
HT or HGT
VERTICAL
VERT
ALUMINUM
AL
HIGH
HI
VINYL COMPOSITION TILE
V.C.T.
ANCHOR BOLT
AB
HOSE BIBB
HB
12.
ELECT. EQUIP & FIXTURES
ANGLE
G
HOLLOW CONE
H.C.
AVERAGE
AVE
WARDROBE
WARD
WATER CLOSET
WC
INFORMATION
INFO
WATERPROOFING
W.P.
BEAM
BM
INSULATION
INSUL
WELDED WIRE MESH
W.W.M.
BETWEEN
BTW
INTERIOR
INT.
WINDOW
WDW
BLOCKING
BLKG
WITH
W/
W/O
BOARD
BD or BIRD
WITHOUT
BOTTOM
BOT
LAMINATED PLASTIC
LAM,PLAS.
WOOD
WD
BUILDING
BLDG
LOUVER
LOUV
WROUGHT IRON
W.I.
LUMINOUS
LUM
CABINET
CAB
BLDG. DESIGN
DATA
CASED OPENING
C.O.
MACHINE BOLT
M.B.
CEILING '
CLG.
MANUFACTURER
MFGR
CODES:
CEILING JOISTS CLG.JST.
MATERIAL MATL
CEMENT
CENTER LINE
CEM.
MAXIMUM
MEDICINE CABINET
MAX
M.C.
FLORIDA BUILDING CODE 2007 EDITION
CERAMIC TILE
CER.TILE
METAL
MTL
NFPA 101 LIFE SAFETY
CODE 2009 EDITION
CHAMFER
CHAM
MINIMUM
MIN
NFPA 70 NATIONAL
ELECTRIC CODE 2008
CHANNEL
[ or ]
ASCE 7 -05
CLEAR
CLR
SYMBOL
LEGEND
COLD WATER C.W.
COLUMN COL
NOT IN CONTRACT N.I.C,
NOT TO SCALE N.T.S.
COMBINATION
COMB
COMPOSITION
COMPO
CONCRETE BLOCK CONC.BLK.
OBSCURE OBS
CONSTRUCTION GRADE
CONST.GR.
ON CENTER
O.C. or 0/C
CONTINUOUS
CONT.
OPPOSITE
OPP
CULTURED MARBLE
CU LT. MAR.
OVER
0/
OVERHEAD
O.H.
TOTAL LEVEL
CHANGE
PITCH RATE IF
DETAIL
DTL
SHOWN
DIAMETER
DIA
PAIR
PR
8" FT.
PER
SLOPE
DOUBLE
DBL
PENNY
d
OF
DOUBLE PLATE
DBLPL
PLATE
PL
SLOPE oN
DOUGLAS FIR
D.F.
PLYWOOD
PLY.WD.
DOOR
DR.
POUNDS PER SQUARE INCH
PSI
DOWN
DN.
PRESSURE TREATED DOUBLAS FIR
P.T.D.F.
SECTION
3�4"
DOWNSPOUT
DRAWER
D.S.
DWR
PROPERTY LINE
R
--
,
4'
RADIUS
RAID
SHEET
DRAWN
EACH
EA.
RAFTER
RAFT
FULL SECTION CUT
STEP MARK
ELEVATION
ELEV
REFRIGERATOR
REFG
EQUAL
EQ
REQUIRED
REQD
ETCETERA
ETC.
RESAWN
RE /S
EXHAUST
EXPANSION JOINT
EXH.
EXP.JT.
REVISION
RISER
REV.
R.
SECTION
UMBER
ELEVATION RELATIVE
EXTERIOR
EXT.
ROD & SHELF
R &S
- •_ -__�
ISH
TO GROUND FLOOR
ROOF DRAIN
R.D.
ROOM
RM
E ET
FACE OF MASONRY
F.O.M.
ROUGH SAWN
RO /S
DRAWN
FACE OF STUD
F.O.S.
ROUGH OPENING
R.O.
PARTIAL SECTION CUT
G -o
FINISH
FIN
FINISH FLOOR
F.F.
GAS SPIGOT
FINISH GRADE
F.GRD.
SAWSIZED
S/S
FIXED GLASS
F.G.
SELECT STRUCTURAL
SEL.STR.
DETAIL NUMBER
FLASHING
FLSH'G
SELF CLOSING
S.C.
FLOOR DRAIN
F.D.
SHEATHING
SHTG
INSULATION
FLOOR
FLR.
SIMILAR
SIM
SHEET DRAWN
FLOOR JOISTS
FLR.JST.
SINGLE LITE FRENCH DOOR
S.L.F.D.
FLOURESCENT
FLUR
SLOPING CEILING
SLP.CLG.
DETAIL CUT
FOOTING
FTG
SPLASH
SPL
FORCED AIR UNIT
FAU
SYNTHETIC MARBLE
SYNAARBLE
FUEL GAS
FG.
TEMPERED GLASS
TEMP.GL.
C -1 = COLUMN MARK
Qj REVISION MARK
GALVANIZED IRON
G.I.
TONGUE & GROOVE
T &G
GRADE
GRID
TOP OF CURB
T.C.
GYPSUM BOARD
GYP.BD.
TREAD
T.
TYP
WF -1 = FOOTING MARK
W12 WINDOW MARK
TYPICAL
SHOP DRAWING SCHEDULE
MANUFACTURERS, SUPPLIERS OR INSTALLERS OF THE FOLLOWING ITEMS SHALL SUBMIT
DETAILED FABRICATION /INSTALLATION DRAWINGS AND /OR PRODUCT LITERATURE TO THE
DESIGNER FOR HIS RECORDS PRIOR TO FABRICATION OR INSTALLATION. DRAWINGS FOR
ENGINEERED PRODUCTS OR PRODUCTS OF A STRUCTURAL /LIFE SAFETY NATURE SHALL
BEAR THE SEAL & SIGNATURE OF A FLORIDA REGISTERED ENGINEER OR SHOW
REFERENCE TO PRODUCT APPROVAL BY THE APPLICABLE AUTHORITY. IF THE
DESIGNER'S REVIEW OF SUCH DRAWINGS /DATA IS REQUESTED (CLIENT'S CONTRACT
OPTION), THEY SHALL BE SUBMITTED IN REPRODUCIBLE (MYLAR) FORM. SUCH REVIEW IS
SOLELY FOR COMPLIANCE WITH THE INFORMATION GIVEN IN THESE DOCUMENTS AND WITH
THE INTENT OF THE DESIGN CONCEPT OF THE PROJECT. WHILE RESPONSIBILITY FOR THE
ACCURACY AND COORDINATION WITH OTHER TRADES OF THE DATA SUBMITTED FOR
REVIEW, AS WELL AS FOR THE PERFORMANCE OF THE PRODUCTS DEPICTED THEREON,
REMAINS SOLELY WITH THE AUTHOR OF THE DATA AND /OR THE GENERAL CONTRACTOR
AS APPLICABLE. REFER TO PERFORMANCE STANDARDS NOTE FOR PRODUCT APPROVAL/
COMPLIANCE.
r
1.
REINFORCING STEEL
7.
FLOOR & WALL FINISHES
2.
STRUCTURAL COLUMNS & ACCES.
8.
CABINETS
3.
WATERPROOFING MEMBRANES
9.
AIR CONDITIONING EQUIP.
4.
INSULATION
10.
WINDOWS, DOORS, HARDWARE
5.
APPLIANCES
11.
PLUMBING FIXTURES
6.
BATHROOM ACCESSORIES
12.
ELECT. EQUIP & FIXTURES
PERFORMANCE STANDARDS
ALL PRODUCTS AND THEIR INSTALLATION SPECIFIED IN THESE DOCUMENTS SHALL HAVE
PRODUCT APPROVAL BY AND BE ACCORDING WITH THE STANDARDS OF QUALITY,
PROTECTION AND PERFORMANCE OF AT LEAST ONE OF THE FOLLOWING AGENCIES AS
APPLICABLE.
ASTM - AMERICAN SOCIETY TESTING MATERIALS
ACI - AMERICAN CONCRETE INSTITUTE
AF &PA - AMERICAN FOREST & PAPER ASSOCIATION
AISC - AMERICAN INSTITUTE OF STEEL CONSTRUCTION
AWI - AMERICAN WOODWORK INSTITUTE
AWPB - AMERICAN WOOD PERSERVATIVES BUREAU
ANSI - AMERICAN NATIONAL STANDARDS INSTITUTE
AAMA - ARCHITECTURAL ALUMINUM MANUFACTURERS ASSOCIATION
BCPA - BROWARD COUNTY PRODUCT APPROVAL
DCPA - DADE COUNTY PRODUCT APPROVAL
FBC - FLORIDA BUILDING CODE
GA - GYPSUM ASSOCIATION
LSC - LIFE SAFTY CODE
NER - NATIONAL EVALUATION SERVICE INC.
NFPA - NATIONAL FIRE PROTECTION ASSOCIATION
NDS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION
OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT.
SJI - STEEL JOIST UNSTITUTE
TCA - TILE COUNCIL OF AMERICA
UL - UNDERWRITERS LABORATORIES
MI - WARNOCK HERSEY INTERNATIONAL
GENERAL NOTES
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA BUILDING
CODE 2007.
2. ALL DIMENSIONS & CONDITIONS SHALL BE VERIFIED IN THE FIELD BY THE
CONTRACTOR BEFORE PROCEEDING WITH WORK. FIGURED DIMENSIONS TAKE
PRECEDENCE OVER SCALE DIMENSIONS AT ALL TIMES.
3. THE DESIGNER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES, ERRORS
AND /OR OMISSIONS ON THE PLANS.
4. CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS OF F.B.C. CHAPTER 33 FOR
SAFETY STANDARDS PERTAINING TO CONSTRUCTION PROCEDURES, I.E. EXCAVATION,
STORAGE OF MATERIALS, SCAFFOLDS, SAFEGUARDS, TEMP. STAIRS.
5• ALL CEILING HEIGHTS ON FIRST FLOOR ARE TAKEN FROM 0' -0"
6, ALL CEILING HEIGHTS ON SECOND FLOOR ARE TAKEN FROM TOP OF SUB FLOOR OR
BYP- CRETE. (NOTE AS APPLICABLE)
NON- BEARING INTERIOR PARTITIONS
1. ALL INTERIOR NON BEARING PARTITIONS SHALL BE METAL STUDS & RUNNERS OF
CHANNEL OR "C" SHAPE. HOT DIPPED GALV. WITH 1/2" MIN. GYPSUM WALLBOARD
EACH SIDE. SPANS BETWEEN DRYWALL SUPPORTS SHALL NOT EXCEED 24" C /C.
FIRESTOPS SHALL BE PROVIDED AT CEILINGS AND FLOOR LEVELS AND AT MID HGT
OR NOT TO EXCEED 8' HEIGHT.
2, NON- BEARING INTERIOR PARTITION BASE TRACK ATTACHED WITH POWER ACTUATED
TO FASTENERS 16" ox. & 1.5" LONG. (TYPICAL UNLESS NOTED OTHERWISE)
ANCHORAGE
1. METAL &WIRE LATH: FASTENING SHALL BE PER F.B.C. 2007 CHAPTER 25 SECTION
2514.3. LATH SHALL BE NAILED TO SUPPORTS W/ 11 GA. GALV. BARBED NAILS
1 -1/2" LONG HAVING A HEAD NOT LESS THAN 3/8 INCH 0 FOR HORIZONTAL
SUPPORTS. PROVIDE 3/4" PENETRATION OF FASTENER ON VERTICAL SUPPORTS.
SHUTTERS
1. ALL GLAZING SHALL BE PROTECTED IN ACCORDANCE WITH F.B.C. CHAPTER 14
SECTION 1405.2. REFER TO MFGR'S SPECIFICATIONS & SHOP DWGS FOR
INSTALLATION & CONNECTION DETAILS. ALL SHUTTERS SHALL BE REVIEWED &
APPROVED BY THE DESIGNER OF RECORD. SHUTTERS SHALL MEET & COMPLY WITH
F.B.C. 715.3.
2, NOTE: ALL WINDOWS NOT INDICATED AS IMPACT UNITS, SHALL HAVE SHUTTERS.
DOORS & WINDOWS
1. PER F.B.C. 2007 CHAPTER 10 SECTION 1025 - ALL BEDROOMS REQUIRE AN OUTSIDE
WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS &
PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES
HEIGHT & 5.7 SQ. FT. IN AREA. THE GROUND FLOOR OPENINGS HAVE A MIN. 5.0
SQ. FT. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44"
OFF THE FLOOR & NO PART OF THE OPERATING MECHANISM SHALL BE PLACED
HIGHER THAN 54" ABOVE FINISHED FLOOR.
2. WINDOWS INDICATED AS EGRESS MUST BE MANUFACTURED TO CONFORM TO THE
BUILDING CODE WITH RESPECT TO MINIMUM EMERGENCY EGRESS REQUIREMENTS PER
N.F.P.A. 101 CHAPTER 24 -2.
3. ALL WINDOWS SHALL MEET EGRESS, LIGHT & VENTILATION REQUIREMENTS.
4. OPERATING MECHANISMS ON SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE 9LL.
5. PROVIDE TEMPERED GLASS 0 ALL OPENINGS WITHIN 24" OF ALL DOORS.
6, PROVIDE THRESHOLD & WEATHERSTRIPPING 0 ALL EXTERIOR DOORS.
7, ALL FIXED GLASS SHALL MEET THE REQUIREMENTS OF THE F.B.C. 2007 CHAPTER 24
B. ALL DOOR & WINDOW BUCKS SHALL BE ANCHORED WITH 1 -3/8" X .099 0 (BOSTITCN,
HITACHI, HILTI, ATRO OR EQUAL) COIL NAILS SHOT PNEUMATICALLY 0 6" C/C
STAGGERED. U.N.O. ALUMINUM SASH SHALL BE ANCHORED W/ 3/16" CORROSION
RESISTANCE APPROVED CONCRETE SCREW ANCHORS W /MIN. 1 -1/4" EMBEDMENT INTO
BLOCK /CONC. ANCHORAGE IS DESIGNED TO ACCEPT MAX. 3116" FIXED GLASS &
3/16" BUTT FIXED GLASS. (MAX 49 SQ. FT. GLASS). 5/4 DOOR JAMBS SHALL BE
FASTENED TO BUCKS W/ (2) #10 FINISH NAILS (SIDE BY SIDE) SPACED W18' C /C.
9, ALL SLIDING GLASS DOORS & FRENCH DOORS SHALL BE TEMP. PER F.B.C. 2007
CHAPTER 24.
10. FRAME TO BUCK TOLERANCE SHALL BE PER WINDOW MFGR. BUCK TO OPENING
TOLERANCE SHALL BE MAX. 1/4" TOTAL OPENING.
11. ALL GARAGE DOOR BUCKS (HEADER & JAMB) SHALL BE MIN. 2 X 6 P.T. WOOD
ATTACHED W/ 1/4" 0 TAP -CON 0 18" C/C STAGGERED (MIN. 1 -3/4" EMBEDMENT)
PROVIDE WASHER 0 EACH ANCHOR. IF ANCHOR HAS WASHER INTERGRAL W/ HEAD
PROVIDE ADDITIONAL WASHER. (NOTE AS APPLICABLE)
12. MANUFACTURERS METHODS OF ATTACHMENT SHALL PREVAIL WHEN SUBMITTED WITH
COMPLETE INSTRUCTIONS.
FINISHES
1. MIRRORS IN EXCESS OF 9 S.F. SHALL BE DIRECTLY SECURED TO SUPPORTS & SHAIL
NOT BE HUNG. NOTE: MIRROR INSTALLATION PER MFGR. SPECIFICATIONS
2. ALL WATER CLOSETS & LAVATORIES SHALL HAVE 18" MIN. CLEARANCE IN FRONT OF
FIXTURE FROM THE CENTER LINE OF FIXTURE & 15" TO ANY SIDE FIXTURE OR FINOED
SURFACE PER F.B.C. 2007 RESIDENTIAL CHAPTER 3 SECTION 307.2.
3• ALL SHOWERS SHALL HAVE MIN. 900 SO. IN. CLEAR FINISH W/ 30" MIN. DIM.
4, PROVIDE TEMPERED GLASS 0 ALL TUB & SHOWER ENCLOSURES.
'e
MIAMI,
FLORIDA 33143
ep�qqyq- µJ 4.
INDEX OF DRAWINGS:
1, COVER SHEET �v cao���
2. SP -1 SITE PLAN
3. A -1 EXIST. CONDITIONS FLOOR PLAN &IMPROVEMENT PLAN
4. A -2 EXTERIOR ELEVATIONS
5. S -1 FOUNDATION &MASONRY PLAN
6. S -2 STRUCTURAL DETAILS & WALLSECTIONS
7. S -3 ROOF FRAMING PLAN &DETAILS
8. P -1 PLUMBING PLAN, ISOMETRIC &NOTES
9. E -1 ELECT. /LIGHTING PLAN, C.B. PANEL &RISER DIAGRAM
10. AC -1 HVAC. PLAN &DETAILS
r ri
Fol
SPECIAL �.
PLANS PREPARED BY:
Charles O. R"rknipw
Consulting Engineering Services, Inc.
801 South Ocean Drive, Suite 201
Hollywood , Florida 33019
C.O.A. Number. 6255
Tele. : (954) 927 -0561 / 558-1189
Email: CBuck76670 @aol.com
i V4 MIAMI
DEP
rl�uu;U
-'DVED BY:
t
r� iT�ik dr. 6.
CHARLE810� ' CICALEW, P.E.
FLORIDA REG: NO. 24842
1