07-685R-006GENERAL NOTES
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH THE ARCHITECT IN WRITING
ANY OMISSIONS OR DISCREPANCIES OR DIMENSIONAL ERRORS CONTAINED IN THESE DRAWINGS.
ALL WORK SHALL BE CONSTRUCTED UNDER APPLICABLE LOCAL, COUNTY, STATE OR FEDERAL
ORDINANCES, REGULATIONS, STANDARDS OR CODES.
CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND AVAILABILITY OF ALL UTILITIES AND COORDINATING
HI5 WORK WITH THE UTILITY COMPANIES. BID SHALL INCLUDE ALL FEE5 REQUIERED FOR PERMITS AND UTILITY
CONNECTIONS.
CONTRACTOR 15 TO INCLUDE ALL DRIVES AND WALKS AS SHOWN ON PLANS.
CONTRACTOR SHALL CARRY ALL NECESSARY INSURANCE AS MAY BE REQUIERED BY THE OWNER AND
LOCAL GOVERNING AUTHORITIES. BEFORE THE START OF CONSTRUCTION, THE CONTRACTOR 15 TO INFORM
THE OWNER IN WRITING THE INSURANCE THEY WILL BE RESPONSIBLE FOR.
CONTRACTOR 15 TO PROVIDE TOILET FACILITIES FOR WORKERS AND TO KEEP SITE IN AN ORDERLY AND CLEAN MANNER.
CONTRACTOR SHALL COORDINATE WORK WITH ALL TRADES AND NO ADDITIONAL PAYMENTS WILL BE MADE BY
THE OWNWER DUE TO THE CONTRACTORS FAILURE TO CORRECT FIELD WORK AFTER THE WORK HAS BEEN DONE.
THE ARCHITECT OR THE ENGINEER WILL NOT BE RESPONSIBLE FOR, NOR HAVING CONTROL OR CHARGE OF THE
CONSTRUCTION
MEANS, METHODS, PROCEDURES, OR SAFETY PRECAUTIONS AT THE JOB SITE.
DO NOT SCALE DRAWINGS, USE DIMENTION5 AS INDICATED. THE CONTRACTOR 15 RESPONSIBLE TO VERIFY
ALL DIMENTION5 AND DETAILS THAT THEY COINCIDE WITH EACH OTHER. NOTIFY ARCHITECT IN WRITING FOR
ANY CLARIFICATIONS.
ALL WORK SHALL BE PROTECTED FROM OTHER TRADES AND NO WORK OR ITEMS WILL BE ACCEPTED IF
FIN15H 15 MARRED. ALL WORK 15 TO BE IN GOOD WORKMANSHIP AND MEET CONSTRUCTION STANDARDS AS
APPLICABLE.
NO ITEMS WILL BE SUBSTITUTED UNLESS VERIFIED BY THE OWNER AND APPROVED. CONTRACTOR 1S TO
FURNISH TO OWNERS ALL WARRANTIES AND OPERATING INTRUCTIONS AT FINAL COMPLETION.
IF THERE 15 ANY QUESTIONS REGARDING THE BEARING CAPACITY OF THE EXISTING 501L CONDITION, THE
CONTRACTOR IS TO NOTIFY THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK.
CONTRACTOR 15 TO SUBMIT SHOP DRAWINGS IF PLANS 50 STATE AND RECEIVE APPROVAL BEFORE
FABRICATION OR INSTALLATION OF ITEM.
CONTRACTOR 15 TO COORDINATE WITH THE OWNER THE SELECTION OF LIGHT, PLUMBING FIXTURES, TRIM, ALL CABINETRY,
APPLIANCES, TILE, AND ANY FINISHES TO COMPLETE CONSTRUCTION.
FOR CONCRETE SPECIFICATIONS SEE STRUCTURAL NOTES.
STUCCO ON EXTERIOR WILL BE GRAY STUCCO AND FINISHED AS ON ELEVATIONS. A MINIMUM OF A TWO
COAT APPLICATION ON MAN50NKY AND CONCRETE AND THREE COATS ON METAL LATHE. PROVIDE A
SAMPLE AREA FOR REVIEW AND APPROVAL BY OWNER AND ARCHITECT.
CAULKING TO BE THROUGHOUT PROJECT IS POLY5EAM5EAL, APPLIED IN AN EVEN WORKMANSHIP MANNER.
DRYWALL- INTERIOR WALLS AND CEILING TO BE 5/8" DRYWALL 4- JOINT COMPOUND
INTERIOR BEARING WALLS TO HAVE 5/8" "X" TYPE FIRE RATED BOARD, ONE LAYER EACH SIDE.
BATHROOM WALLS TO RECEIVE TILE USE WONDERBOARD.
GARAGE CEILING AND PARTY WALL TO HAVE 5/8" TYPE "X"
PAINTING- INTERIOR TO HAVE WALLS WITH ONE COAT PRIMER AND TWO COATS PAINT AS SELECTED BY OWNWER.
WOODWORK TO HAVE ONE COAT UNDERBELLY AND TWO COATS SEMI GLO55 ENAMEL.
EXTERIOR STUCCO WALLS TO HAVE ONE COAT PRIMER, TWO COATS FINAL COLOR.
WOOD FASCIA AND SOFFIT TO HAVE ONE COAT PRIMER AND TWO COATS FINISH.
ROOFING- SEE TYPICAL SECTION- SUBMIT SAMPLE AND COLOR OF ALL FINISHED ROOFING TO OWNER
FOR APPROVAL PRIOR TO ORDERING PRODUCTS.
WINDOWS AND DOOR5- SEE SCHEDULES.
REQUIREMENTS FOR MEANS OF ESCAPE
PRIMARY MEANS OF ESCAPE: IN ANY DWELLING OR LIVING UNIT OF 2 ROOMS OR MORE, EVERY BEDROOM
AND LIVING AREA SHALL HAVE AT LEAST 2 MEANS OF ESCAPE OR ALTERNATE PROTECTION, AT LEAST I
OF WHICH SHALL BE A DOORS OR STAIRWAY PROVIDINGA MEANS OF UNOBSTRUCTED TRAVEL TO THE OUTSIDE
OF THE DWELLING AT STREET OR GROUND LEVEL. NO BEDROOM OR LIVING AREA SHALL BE ACCE55113LE BY
ONLY A LADDER OR FOLDING STAIRS OR THROUGH A TRAP DOOR. USING ROOM5 AS PASSAGE ,
REMOVE ALL SECURITY LOCKS, ONLY PA55AGE LOCKS.
SECONDARY MEANS OF ESCAPE: THE SECONDARY MEANS OF ESCAPE OR ALTERNATE SHALL BE ONE OF THE FOLLOWING:
A DOOR,, STAIRWAY, PA55AGE OR HALL PROVIDING A WAY, INDEPENDENT OF AND REMOTE FROM THE PRIMARY
MEANS OF ESCAPE, OF UNOBSTRUCTED TRAVEL TO THE OUTSIDE OF THE DWELLING AT STREET OR GROUND LEVEL.
A PA55AGE THROUGH ADJACENT NON - LOCKABLE SPACES INDEPENDENT OF AND REMOTE FROM THE PRIMARY
MEANS OF ESCAPE TO ANY APPROVED MEANS OF ESCAPE.
AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING
A CLEAR OPENING OF NOT LE55 THAN 20" IN WIDTH, 24" IN HEIGHT AND 5.7 SQUARE FEET IN AREA.
THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FIN. FLOOR, SUCH MEANS OF ESCAPE
SHALL BE ACCEPTABLE IF:
THE WINDOW 15 WITHIN 20' -0" OF GRADE, OR
THE WINDOW 15 DIRECTLY ACCE5I13LE TO FIRE DEPARTMENT RESCUE APPARATUS AS APPROVED BY THE
BUILDING AND /OR FIRE OFFICIAL, OR
THE WINDOW OR DOOR OPENS ONTO AN EXTERIOR BALCONY.
THE MODE OF OPERATION DOES NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT
TO MAKE AVAILABLE THE REQUIRED CLEAR OPENING, AND NO PART OF THE OPERATION MECHANISM SHALL
BE PLACED HIGHER THAN 54" ABOVE THE FINISH FLOOR.
THE BEDROOM OR LIVING AREA SHALL BE SEPARATED FROM ALL OTHER PARTS OF THE LIVING UNIT BY
CONSTRUCTION HAVING A FIRE RESISTANCE OF AT LEAST 20 MINUTES AND SHALL BE EQUIPPED WITH A DOOR
THAT WILL RE515T THE PASSAGE OF FIRE FOR AT LEAST 20 MINUTES, AND 15 DESIGNED AND INSTALLED TO
MINIMIZE SMOKE LEAKAGE. A MEANS OF PROVIDING SMOKE VENTING AND FRESH AIR TO THE OCCUPANTS, SUCH
AS AN OPERABLE WINDOW, SHALL BE PROVIDED.
GENERAL STRUCTURAL NOTES
I . FOUNDATION SHALL BE 5PRED AS FOOTINGS ON A SOIL MIN.
BEARING CAPACITY OF 2000P5f..
2. FILL WITH GOOD MATERIAL, IN LIFTS NOT TO EXCEED G ", MECHANICALLY
COMPACT CLEAN FILL TO DESIRED LEVEL BELOW FLOOR SLAB.
3. ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH
OF 3000 P51 AT THE END OF 28 DAYS
4. ALL REINFORCEMENT SHALL BE DEFORMED BARS GO K51 MINIMUM GRADE YIELD
NEW BILLET STEEL IN ACCORDANCE WITH A5TM GRADE GO. ALL BAR LAPS
SHALL BE A MINIMUM OF 48 BAR DIAMETERS. PLACING OF REINFORCEMENT
SHALL COMFORM TO THE 2004 FLORIDA GILDING CODE.
5. MINIMUM CONCRETE COVER OVER REINFORCEMENT SHALL BE
BOTTOM TOP SIDES
FOOTINGS 3" 2" 3"
BEAMS AND COLUMNS 1 1/2" 1 1/2" 1 1/2"
G. ALL CONCRETE SHALL BE PLACED WITHIN 90 MINUTES FROM BATCH TIME.
7. STRUCTURAL NOTES:
A. PRIMARY WOOD FRAMING MEMBERS SHALL BE NO. 2 SOUTHERN PINE OR
BETTER, SURFACED DRY, USED AT 19% MAXIMUM M.C. WITH THE FOLLOWING
5TKE55 RATING, UNLESS NOTED OTHERWISE:
Fb SINGLE MEMBER 1,200 psi
Fb REPETITIVE MEMBERS 1,400 psi
Fc PERPENDICULAR TO GRAIN 5G5
E I , 000000
B. ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED.
C. METAL STRAPS, CLIPS AND HARDWARE SHALL BE GALVANIZED.
BLOCK WALL5 ARE 87 1 G" CMU AND SHALL HAVE A MINIMUM FACE SHELL THICKNESS
OF 1 -1 /4 ", A MINIMUM WEB THICKNESS OF I ", CONFORMING TO THE STANDARD SPECIFICATIONS
FOR HOLLOW LOAD - BEARING CMU'5, MINIMUM COMPRESSIVE STRENGTH, PSI, ON GROSS
AREA, AVERAGE OF THREE UNITS 700 -1 ,000, INDIVIDUAL UNITS G00 -800. A5TM C90.
MORTAR USED TO BOND UNIT MASONRY SHALL BE OF TYPE M OR 5. ALL MORTARS
AND MATERIALS THEREIN SHALL COMFORM TO A5TM C270. MORTAR SHALL BE A
PLASTIC MIX HAVING A MAXIMUM SLUMP OF 9" +/- I ".
PLACE ONE #5 BAR MIN. AT EACH 51DE OF ALL MASONRY OPENING. SEE PLANS FOR STEEL
REINFORCEMENT REQUIEREMENTS.
PROVIDE HORIZONTAL REINFORCEMENT NO. 9 GAUGE LADDER TYPE EVERY OTHER COURSE
THROUGHOUT ALL MA50NRY WALLS.
HOOK TOP OF COLUMN BAR5 AND TIE RODS INTO TIE BEAM
COURCE CELL GROUT AS FOLLOWS:
3000 p51 @ 28 DAYS
1/4" MAXIMUM AGGREGATE
9" +/- I" SLUMP
1_011
01 1 MATCH EXISTING
OVERHANG
STUCCO_
EXTERIOR
HURRICANE APPROVED
DOME
FLASHING
C)
OL
Q
TUBBING IN-91D CD
ATTIC
BURGLAR I NTRU51 ON WINDOWS AND HARDWARE
LOCKS ON INTKU510N DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF
300LB5. APPLIED IN ANY MOVEABLE DIRECTION AND IN ACCORDANCE WITH
RE515TANCE STANDARDS SET FORTH IN CHAPTER 3G OF THE SOUTH FLORIDA
BUILDING CODE, DADE COUNTY, FLORIDA (REVISED 94)
ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED
FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES
OR LOCKING COMBINATIONS. IF KEY -IN -THE KNOB I5 USED, THERE SHALL
BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT OR IN5EKT5,
(APPLIES AL50 TO DOOR TO GARAGE)
THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOOR5 SHALL HAVE THE SAME
LOCK5 AS REQUIERED FOR SINGLE EXTERIOR SWING DOORS. THE INACTIVE LEAF
OF THESE PAIR OF DOORS SHALL HAVE MULTIPLE POINT LOCKS WITH 5/8"
MINIMUM THROW BOLTS WITH IN5ERT5.
HINGES OF EXTERIOR OUT SWINGING DOORS SHALL HAVE THE NON - EXPOSED
SCREWS. EXP05ED PINS SHALL NOT BE REMOVABLE.
SINGLE SWINGING EXTERIOR DOORS, SHALL COMPLY WITH THE AMERICAN NATIONAL
5TANDAR5 INSTITUTE 297.1 .
VISION PANELS IN EXTERIOR DOOR5, OTHER THAN GLAZING WITHIN 40" OF THE
INSIDE LOCKING ACTIVATING DEVICE OF LOCKS AND SWINGING GLA55 DOOR5
SHALL COMPLY WITH AMERICAN NATIONAL 5TANDAR5 INSTITUTE 297.1 OR
FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A SCOPE OR VISION PANEL.
NOT LE55 THAN 1 3/4" THICK.
I
50LATU15E DTL NTS
TERMITE TREATMENT
i/4" MAX. $HIM
CONCRETE
ANCHOR,
WOOD BUCK
1 114" MIN.
. �o.
,V
x .
1 3/419
MIN. ED
Typ.
1121, FELT
EXP. JOIP
X6 PT WOOD JAMB HEADER, SEAL * RAILS WITH TAPCONS 12" OC
DOOR/WINDOW BUCK DETAIL—
NTS
TERMITE PROTECTION PER FBC SECTION 151 G. I TERMITE PROTECTION. TERMITE PROTECTION SHALL
BE PROVIDED BY REGISTERED TERMITICIDE5, INCLUDING 501L APPLIED PESTICIDES, BAITING
SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE
PROTECTION LABELED FOR U5E A5 A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE
OF COMPLIANCE SHALL BE 15SUED TO THE BUILDING DEPARTMENT BY THE LICEN5ED PE5T CONTROL
COMPANY THAT CONTAINS THE FOLLOWING TATEMENT:
"THE BUILDING HA5 RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. TREATMENT 15 IN ACCORDANCE WITH RULES AND LAW5 ESTABLISHED BY THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
RADON PROTECTION: COMPLY WITH FLORIDA BUILDING CODE APPENDIX "B ", CHAPTER 9B -52, FLORIDA
STANDARD FOR PA551VE RADON- RE515TANT NEW RE5IDENTIAL BUILDING CON5TRUCTION AND APPENDIX "C",
CHAPTER 9B -53, STANDARD FOR MITIGATION OF RADON IN EXISTING BUILDINGS.
FAI
FIN. GRADE
BRICK DRIVEWAY
NTS
BRICK WALKWAY * PATH
4
oQK
'k
III
TRU55E5 BY OTHERS
GYP. BD.
CROWN MOULDING
(OPTIONAL)
-1 "X4" P.T. FI RE5TOP.
LOWE INSULATION R =7.55
CONC. BLK. W/ 9ga. LADDER TRU55
NF. AT EVERY OTHER COURSE
#5 REINF. ROD
16_ :•MRk
SEE FIN SCHEDULE
xGx 10/ 10 WWM
• 4" SLAB
.e �
III = III = III =III 6 M.M. VISQUEEN
SOIL COMPACTED @ 95%
Wf
TYFICAL WALL
Q
WALL CABINETS
Q
BASE CABINETS
2 "X4 'X2'
11
SECTION z hl
SCALE: NT5
NOTE: BLOCK WALLS
USE I XG P.T. INSTEAD
OF 2X4 FOR PARTITION
WALLS
LIGHT FIXTURE
SHOWER
RAILING Q
c9
U
0
Z
a
WOOD BLOCKING DTL
SCALE 3/4 11= I' -O"
BRICK W /SAND FILLER
BRICK W /MOTOR BED
A. FIN. GRADE
12"x 12" CONC W/ 1 #5 ROD
3" COMPACTED SAND FILL
4 " -G" LIMEROCK BASE
BRICK W /SAND FILLER
BRICK W /MOTOR BED
AAA FIN. GRADE
12"x 12" CONC W/ 1 #5 ROD
3" COMPACTED SAND FILL
COMPACTED FILL
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