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GENERAL NOTES a c o T-
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. Laj� a r — (o
ALL WORK SHALL BE CONSTRUCTED UNDER APPLICABLE LOCAL, COUNTY, STATE OR FEDERAL O O � Q O
ORDINANCES, REGULATIONS, STANDARDS OR CODES. Z r Cv
GENERAL STRUCTURAL NOTES
CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND AVAILABILITY OF ALL UTILITIES AND COORDINATING R ,ate
HIS WORK WITH THE UTILITY COMPANIES. BID SHALL INCLUDE ALL FEES REQUIRED FOR PEP�MITS AND J . FOUNDATIONS SHALL BE SPREAD FOOTINGS BASED ON A SOIL
UTILITY CONNECTIONS.
BEARING CAPACITY OF 2000 P5F..
2. FILL WITH GOOD MATERIAL, IN LIFT5 NOT TO EXCEED G", MECHANICALLY ,
CONTRACTOR TO INCLUDE ALL DRIVES AND WALKS AS SHOWN ON THE PLANS. COMPACT GLEAN FILL TO DESIRED LEVEL BELOW FLOOR SLAB.
CONTRACTOR SHALL CARRY ALL NECESSARY INSURANCE AS MAY BE REQUIRED BY THE OWNER AND 3. ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH '
LOCAL GOVERNING AUTHORITIES. BEFORE THE START OF CONSTRUCTION, THE CONTRACTOR IS TO INFORM OF 3000 PSI AT THE END OF 28 DAYS. ti }
THE OWNER IN WRITING THE INSURANCE THEY WILL BE RESPONSIBLE FOR. era
4. ALL REINFORCEMENT SHALL BE DEFORMED BARS GO KSI MINIMUM GRADE YIELD *;
CONTRACTOR 15 TO PROVIDE TOILET FACILITIES FOR WORKERS AND TO KEEP SITE IN AN ORDERLY MANNER.
NEW BILLET STEEL IN ACCORDANCE WITH A5TM GRADE GO. ALL BAR LAPS r`
SHALL BE A MINIMUM OF 3G BAR DIAMETERS. PLACING OF REINFORCEMENT
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CONTRACTOR SHALL COORDINATE WORK WITH ALL TRADES AND NO ADDITIONAL PAYMENTS WILL BE MADE BY SHALL CONFORM TO THE LATEST ACI AND MANUAL OF STANDARD
THE OWNER DUE TO THE CONTRACTORS FAILURE TO CORRECT FIELD WORK AFTER THE WORK HAS BEEN DONE. PRACTICE CODES.
THE ENGINEER WILL NOT BE RESPONSIBLE FOR, NOR HAVING CONTROL OR CHARGE OF THE CONSTRUCTION 5. MINIMUM CONCRETE COVER OVER REINFORCEMENT SHALL BE:
MEANS, METHODS, PROCEDURES, OK SAFETY PRECAUTIONS AT THE JOB SITE. BOTTOM TOP SIDES
DO NOT SCALE DRAWINGS, USE THE DIMENSIONS AS INDICATED. THE CONTRACTOR 15 RESPONSIBLE TO VERIFY FOOTINGS 3" 2" 3"
ALL DIMENSIONS AND DETAILS THAT THEY COINCIDE WITH EACH OTHER. NOTIFY ENGINEER IN WRITING FOR BEAMS AND COLUMNS 1 112" 1 112" 1 1/2"
ANY CLARIFICATIONS. G. ALL CONCRETE SHALL BE PLACED WITHIN 90 MINUTES FROM BATCH TIME. V
ALL WORK SHALL BE PROTECTED FROM OTHER TRADES AND NO WORK OR ITEMS WILL BE ACCEPTED IF 7. STRUCTURAL WOOD NOTES: Z
FINISH IS MARRED. ALL WORK IS TO BE IN GOOD WORKMANSHIP AND MEET CONSTRUCTION STANDARDS AS A. PRIMARY WOOD FRAMING MEMBERS SHALL BE NO. 2 SOUTHERN PINE OR
APPLICABLE. BETTER, SURFACED DRY, USED AT 19% MAXIMUM M.C. WITH THE FOLLOWING C)
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NO ITEMS WILL BE SUBSTITUTED UNLE55 VERIFIED BY THE OWNER AND APPROVED. CONTRACTOR 15 TO STRESS RATING, UNLE55 NOTED OTHERWISE: Q Q
FURNISH TO OWNER ALL WARRANTIES AND OPERATING INSTRUCTIONS AT FINAL COMPLETION. Fb SINGLE MEMBER 1 ,200
IF THERE IS ANY QUESTION REGARDING THE BEARING CAPACITY OF THE EXISTING SOIL CONDITION, THE Fb REPETITIVE MEMBERS 1 ,400
CONTRACTOR IS TO NOTIFY THE ENGINEER IN WRITING BEFORE PROCEEDING WITH THE WORK. Fc PERPINDICULARTO GRAIN 5G5 W = 0
E I ,000000 , ` UI
CONTRACTOR 15 TO SUBMIT SHOP DRAWINGS IF PLANS 50 STATE AND RECEIVE APPROVAL BEFORE B. ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED. v
FABRICATION OR INSTALLATION OF ITEM. C. METAL STRAPS, CLIPS AND HARDWARE SHALL BE GALVANIZED. _
CONTRACTOR IS TO COORDINATE WITH THE OWNER THE SELECTION OF LIGHT, PLUMBING FIXTURES, TRIM, LU W
ALL CABINETRY, APPLIANCES, TILE, AND ANY FIN15HE5 TO COMPLETE CONSTRUCTION. BLOCK WALLS ARE 8" X 1 G" CMU AND SHALL HAVE A MINIMUM FACE SHELL THICKNESS X
FOR CONCRETE SPECIFICATIONS SEE STRUCTURAL NOTES THIS SHEET. OF 1-1/4", A MINIMUM WEB THICKNESS OF I", CONFORMING TO THE STANDARD SPECIFICATIONS O Q U
FOR HOLLOW LOAD-BEARING CMU'S, MINIMUM COMPRESSIVE STRENGTH, P51, ON GKO55 W
STUCCO ON EXTERIOR WILL BE GRAY STUCCO AND FINISHED AS ON ELEVATIONS. A MINIMUM OF A TWO AREA, AVERAGE OF THREE UNITS 700-1 ,000, INDIVIDUAL UNITS GOO-800. A5TM C90 Z = z
COAT APPLICATION ON MASONRY AND CONCRETE AND THREE COATS ON METAL LATHE. PROVIDE A O
SAMPLE AREA FOR REVIEW AND APPROVAL BY OWNER AND ENGINEER. MORTAR USED TO BOND UNIT MASONRY SHALL BE OF TYPE M OK S. ALL MORTARS
AND MATERIALS THEREIN SHALL CONFORM TO A5TM C270. MORTAR SHALL BE A O
CAULKING TO BE THROUGHOUT PROJECT 15 POLY5EAM5EAL, APPLIED IN AN EVEN WORKMANSHIP MANNER. PLASTIC MIX HAVING A MAXIMUM SLUMP OF 9" +/- I". T) O
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DRYWALL- INTERIOR WALLS AND CEILING TO BE 5/8" BLUEBOARD + PLASTER PLACE ONE #5 BAR AT EACH 51DE OF MASONRY OPENING.
BEARING WALLS TO HAVE 5/8" "X" TYPE FIRE RATED BOARD, ONE LAYER EACH 51 DE. G N Q
BATHROOM WALLS TO RECEIVE TILE USE 5/8" BLUEBOARD. PROVIDE HORIZONTAL REINFORCEMENT NO. 9 GAUGE LADDER
GARAGE CEILING AND PARTY WALL TO HAVE 5/8"TYPE "X" TYPE EVERY OTHER COURSE THROUGHOUT ALL MASONRY WALLS. Q '�
PAINTING - INTERIOR TO HAVE WALLS WITH ONE COAT PRIMER AND ONE COAT PAINT AS SELECTED BY OWNER
WOODWORK TO HAVE ONE GOAT UNDERBELLY AND ONE COAT SEMI GLOSS ENAMEL. HOOK TOP OF COLUMN BARS INTO TIE BEAM ((�
EXTERIOR STUCCO WALLS TO HAVE ONE COAT PRIMER ONE COAT MOOKEGARD. vh �J
WOOD FASCIA AND SOFFIT TO HAVE ONE COAT PRIMER AND ONE COAT FINISH. COURSE CELL GROUT AS FOLLOWS: 1V
3000 PSI @ 28 DAYS
ROOFING - SEE TYPICAL SECTION - SUBMIT SAMPLE AND COLOR OF STANDING SEAM GALVALUME ROOF TO OWNER FOR APPROVAL. 114" MAXIMUM AGGREGATE
9" +/- I"SLUMP
WINDOWS AND DOORS - SEE SCHEDULES.
REQUIREMENTS FOR MEANS OF ESCAPE
PRIMARY MEANS OF ESCAPE: IN ANY DWELLING OR LIVING UNIT OF 2 ROOMS OK 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 DOOR OK STAIRWAY PROVIDING A MEANS OF UNOBSTRUCTED TRAVEL TO THE OUTSIDE
OF THE DWELLING AT STREET OR GROUND LEVEL. NO BEDROOM OR LIVING AREA SHALL BE ACCESSIBLE BY BURGLAR I NTRU51ON WINDOWS AND HARDWARE
ONLY A LADDER OK FOLDING STAIRS ORTHROUGH A TRAP DOOR.
LOCKS ON INTRUSION DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF z
SECOND MEANS OF ESCAPE: THE SECOND MEANS OF ESCAPE OR ALTERNATE SHALL BE ONE OF THE FOLLOWING: 300 LB5. APPLIED IN ANY MOVEABLE DIRECTION AND IN ACCORDANCE WITH O
RESISTANCE STANDARDS SET FORTH IN CHAPTER 3G OF THE SOUTH FLORIDA
A DOOR, STAIRWAY, PASSAGE OR HALL PROVIDING A WAY, INDEPENDENT OF AND REMOTE FROM THE PRIMARY BUILDING CODE, DADE COUNTY, FLORIDA (REVISED 94). ,^
MEANS OF ESCAPE, OF UNOBSTRUCTED TRAVEL TO THE OUTSIDE OF THE DWELLING AT STREET OR GROUND LEVEL. V
ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED
A PASSAGE THROUGH ADJACENT NON-LOCKABLE SPACES INDEPENDENT OF AND REMOTE FROM THE PRIMARY FROM THE EXTERIOR WITH A MINIMUM OF 0000 POSSIBLE KEY CHANGES
MEANS OF ESCAPE TO ANY APPROVED MEANS OF ESCAPE. OK LOCKING COMBINATIONS. IF KEY-IN-THE KNOB 15 USED, THERE LJL
SHALL BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT OK INSERTS,
AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING (APPLIES AL50 TO DOOR TO GARAGE).
A CLEAR OPENING OF NOT LE55 THAN 20" IN WIDTH, 24" IN HEIGHT AND 5.7 SQUARE FEET IN AREA. a
THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR. SUCH MEANS OF ESCAPE THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE THE SAME
SHALL BE ACCEPTABLE IF: LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE INACTIVE LEAF
THE WINDOW 15 WITHIN 20-O" OF GRADE, OR OF THESE PAIR OF DOORS SHALL HAVE MULTIPLE POINT LOCKS WITH 5/8"
MINIMUM THROW BOLTS WITH INSERTS.
THE WINDOW 15 DIRECTLY ACCF551BLE TO FIRE DEPARTMENT RESCUE APPARATUS AS APPROVED BY THE HINGES OF EXTERIOR OUT SWINGING DOORS SHALL HAVE NON-EXP05ED
BUILDING AND/OR FIRE OFFICIAL, OK SCREWS. EXPOSED PINS SHALL NOT BE REMOVABLE.
SINGLE SWINGING EXTERIOR DOORS
THE WINDOW OR DOOR OPENS ONTO AN EXTERIOR BALCONY. , SHALL BE SOLID CORE OF NOT LE55
THE MODE OF OPERATION DOES NOT REQUIRE THE USE OR A KEY, TOOL, SPECIAL KNOWLEDGE OP.EFFORT GLA55 IN EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL
TO MAKE AVAILABLE THE REQUIRED CLEAR OPENING, AND NO PART OF THE OPERATION MECHANISM SHALL
BE PLACED HIGHER THAN 54" ABOVE THE FINISHED FLOOR. STANDARDS INSTITUTE 297. I . _
THE BEDROOM OR LIVING AREA SHALL BE SEPARATED FROM ALL OTHER PARTS OF THE LIVING UNIT BY VISION PANELS IN EXTERIOR DOORS, OTHER THAN GLAZING WITHIN 40" OF THE
CONSTRUCTION HAVING A FIRE KE515TANCF OF AT LEAST 20 MINUTES AND SHALL BE EQUIPPED WITH A DOOR INSIDE LOCKING ACTIVATING DEVICE OF LOCKS AND SWINGING GLA55 DOORS
THAT WILL RESIST THE PASSAGE OF FIRE FOR AT LEAST 20 MINUTES, AND IS DESIGNED AND INSTALLED TO SHALL COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTE 297.1 OR O
MINIMIZE SMOKE LEAKAGE. A MEANS OF PROVIDING SMOKE VENTING AND FRESH AIR TO THE OCCUPANTS, SUCH FRONT MAIN ENTRANCE DOOK5 SHALL BE PROVIDED WITH A SCOPE OK V1510N PANEL.
AS AN OPERABLE WINDOW, SHALL BE PROVIDED. THAN 1 3/4"THICK.
ROgERT KC)GER AIA
t t: AR-0005174
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