07-685-021GENERAL 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
HIS WORK WITH THE UTILITY COMPANIES. BID SHALL INCLUDE ALL FEES REQUIERED FOR PERMITS AND UTILITY
CONNECTIONS.
CONTRACTOR IS 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 IS TO INFORM
THE OWNER IN WRITING THE INSURANCE THEY WILL BE RESPONSIBLE FOR.
CONTRACTOR 15 TO PROVIDE TOILET FACILITIES FOR WORKERS AND TO KEEP 51TE IN AN ORDERLY AND CLEAN MANNER.
CONTRACTOR SHALL COORDINATE WORK WITH ALL TRADES AND NO ADDITIONAL PAYMENTS WILL BE MADE BY
THE OWNWRR 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 IS 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
FINISH 15 MARRED. ALL WORK IS TO BE IN GOOD WORKMANSHIP AND MEET CONSTRUCTION STANDARDS AS
APPLICABLE.
NO ITEMS WILL BE SUBSTITUTED UNLESS VERIFIED BY THE OWNER AND APPROVED. CONTRACTOR IS TO
FURNISH TO OWNERS ALL WARRANTIES AND OPERATING INTRUCTION5 AT FINAL COMPLETION.
IF THERE 15 ANY QUESTIONS REGARDING THE BEARING CAPACITY OF THE EXISTING SOIL CONDITION, THE
CONTRACTOR 15 TO NOTIFY THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK.
CONTRACTOR IS TO SUBMIT SHOP DRAWINGS IF PLANS SO 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 MAN50NRY 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 15 POLY5EAM5EAL, APPLIED IN AN EVEN WORKMANSHIP MANNER.
DRYWALL- INTERIOR WALLS AND CEILING TO BE 5/8" DRYWALL * 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 OWNWRR.
WOODWORK TO HAVE ONE COAT UNDERBELLY AND TWO COATS SEMI GL055 ENAMEL.
EXTERIOR STUCCO WALL5 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 DOORS- 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 ROOMS A5 PASSAGE ,
REMOVE ALL SECURITY LOCKS, ONLY PASSAGE LOCKS.
SECONDARY MEANS OF ESCAPE: THE SECONDARY MEANS OF ESCAPE OR ALTERNATE SHALL BE ONE OF THE FOLLOWING:
A DOOR, STAIRWAY, PASSAGE 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 IN51DE 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 IS WITHIN 20' -0" OF GRADE, OR
THE WINDOW 15 DIRECTLY ACCE5IBLE 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 MECHAN15M 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 RESIST 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 SPRED AS FOOTINGS ON A SOIL MIN.
BEARING CAPACITY OF 2000P-9F..
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 PSI 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
STRESS 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 WALLS ARE 8 "X I G" CMU AND SHALL HAVE A MINIMUM FACE SHELL THICKNESS
OF 1 -1 14 ", A MINIMUM WEB THICKNESS OF I ", CONFORMING TO THE STANDARD SPECIFICATIONS
FOR HOLLOW LOAD - BEARING CMU'S, 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 S. 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 MASONRY WALLS.
HOOK TOP OF COLUMN BARS AND TIE RODS INTO TIE BEAM
COURCE CELL GROUT AS FOLLOWS:
3000 psi @ 28 DAYS
1/4" MAXIMUM AGGREGATE
9" +/- I" SLUMP
BURGLAR I NTRU51 ON WINDOWS AND HARDWARE
LOCKS ON INTRU51ON DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF
3001-135. APPLIED IN ANY MOVEABLE DIRECTION AND IN ACCORDANCE WITH
RESISTANCE 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 0000 POSSIBLE KEY CHANGES
OR LOCKING COMBINATIONS. IF KEY -IN -THE KNOB IS USED, THERE SHALL
BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT OR INSERTS,
(APPLIES ALSO TO DOOR TO GARAGE)
THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE THE SAME
LOCKS 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 INSERTS.
HINGES OF EXTERIOR OUT SWINGING DOORS SHALL HAVE THE NON - EXPOSED
SCREWS. EXPOSED PINS SHALL NOT BE REMOVABLE.
SINGLE SWINGING EXTERIOR DOORS, SHALL COMPLY WITH THE AMERICAN NATIONAL
5TANDAR5 INSTITUTE 297. 1.
VI510N PANELS IN EXTERIOR DOORS, OTHER THAN GLAZING WITHIN 40" OF THE
INSIDE LOCKING ACTIVATING DEVICE OF LOCKS AND SWINGING GLA55 DOORS
SHALL COMPLY WITH AMERICAN NATIONAL 5TANDAR5 INSTITUTE 297.1 OR
FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A SCOPE OR VI510N PANEL.
NOT LESS THAN 1 3/4" THICK.
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PLATES. ADJUSTED PLATE
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COLUMN BAR, BENT 90 DEG.,
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RENF. BARS TIE DOWN IN CONC.
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