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GENERAL NOTES:
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1 ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE 4. MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR 10. ALL WALLS AND COLUMNS SHALL BE DOWELED INTO FOOTINGS, 16. PROVIDE LINTELS OR HEADERS OVER ALL MASONRY OPENINGS' NOT
@
WO LATEST EDITION OF THE FLORIDA BUILDING CODE, THE ACI APPROVAL PRIOR TO COMMENCEMENT OF ANY CONCRETE WORK. WALLS, BEAMS, OR SLABS WITH BARS OF THE SAME SIZE AND
FLUSH WITH STRUCTURAL FRAME. LINTELS OR HEADERS TO BEAR MIN. 8
Q. ca
AND AISC SPECIFICATIONS AND RECOMMENDED PRACTICE, AS SPECIFIED SPACING AS THE BARS ABOVE. USE A (36) BAR DIAMETER LAP Q 0 C) 0 u u 0 a c� u u Q cl u u
AIR IN THE SECTIONS DENOTED BELOW. INCHES EACH SIDE OF OPENING. G C, C, c4?
5. NO ADMIXTURE SHALL BE PERMITTED WITHOUT THE WRITTEN EXCEPT WHERE SPECIFICALLY INDICATED. u u ui
APPROVAL OF THE ENGINEER. u
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2. NO DIMENSIONS SHALL BE SCALED FROM DRAWINGS. 11. VERTICAL WALL BARS SHALL BE SPLICED AT OR NEAR FLOOR 17. ALL BEAMS NOT SCHEDULED ARE TIE BEAMS AND SHALL BE 8"l 0 u �Q �In 0 QO 0 0 u U C, m
6, FORMWORK SHALL COMPLY WITH "RECOMMENDED PRACTICE FOR LINES. SPLICE BARS IN SPANDRELS, WALLS, BEAMS, GRADE BEAMS MIN. WITH 2#5 LONGITUDINAL BARS TOP AND BOTTOM AND #3 TIES
3 GENERAL CONTRACTOR SHALL CHECK, REVIEW AND VERIFY ALL CONCRETE FORMWORK" (ACI 347R). ETC., (UNLESS OTHERWISE NOTED) AS FOLLOWS; TOP BARS AT 4 @ 12l'EA. END AND 48" O.C. BETWEEN AT CORNERS USE 2 #5 TOP
PLANS, DIMENSIONS AND SITE CONDITIONS PRIOR TO CONSTRUCTION. CENTER LINE OF SPAN, BOTTOM BARS AT THE SUPPORT. AND BOTTOM CORNERS BARS WITH 30" LEGS
THE ENGINEER OF RECORD SHALL BE NOTIFIED IN WRITING OF ANY 7. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR SAFE
DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE ADEQUATE SHORING, RE -SHORING, BRACINGAND FORMW'ORK. 12. REINFORCING ALLOWANCE: THE CONTRACTOR SHALL PROVIDE 5 TONS
SPECIFICATIONS, OR ANY VARIATIONS NEEDED IN ORDER TO CONFORM GENERAL CONTRACTOR SHALL CONTRACT A STATE OF FLORIDA OF IN-PLACE STEEL REINFORCEMENT FOR THE ENGINEER TO USE AT HIS
18. ALL COLUMNS NOT SCHEDULED ARE TIE COLUMNS AND SHALL BE 8" X 12"
TO THE CODES, RULES AND REGULATIONS. REGISTERED ENGINEER TO PREPARE SHORING AND RE -SHORING DISCRETION DURING CONSTRUCTION. THE CONTRACTOR SHALL GIVE -
1g, MIN. WITH 4#5 VERTICAL BARS AND # 3 TIES @8" OiC. m
PLANS TO BE SUBMITTED TO THE ENFORCEMENT AGENCY FOR CREDIT TO THE OWNER FOR ANY UNUSED PORTION OF THIS ALLOWANCE AT %
RECORD KEEPING. THE END OF THE PROJECT. A�.
4. ALL REFERENCED STANDARDS REFER TO THE EDITION ENFORCED AT
THE TIME THESE PLANS AND SPECIFICATIONS ARE ISSUED FOR BID.
19. PROVIDE 48 TIMES BAR DIAMETER TO VERTICAL REINFORCING SPLICE
13. FOR EXTERIOR SLABS SUCH AS OPEN TERRACES THAT ARE EXPOSED TO IN CMU WALLS. w
5. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE 8. THE OWNER SHALL CONTRACT AN INDEPENDENT TESTING WEATHER, TOP REINFORCING SHALL HAVE A MINIMUM COVER
P, SPECIFICATIONS ISSUED BY THE ARCHITECT.
LABORATORY APPROVED BYTHE ENGINEER TO PERFORM CONCRETE (CONCRETE WATER CEMENT RATIO
CL
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CYLINDER TESTS AS FOLLOWS: FOUR CYLINDER TESTS FOR ANY SHALL NOT EXCEED 0.40 BY WEIGHT AND ALSO A SURFACE PENETRANT TTP�I_A
6 STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH 50 CUBIC YARDS OF CONCRETE POURED, OR THREE CYLINDER OF THE ALKYL-ALKYOXY SILANE CLASSIFICATION OR APPROVED EQUAL SHALL DESIGN LIVE LOADS AND WIND LOADS
ARCHITECTURAL, AIR CONDITIONING, MECHANICAL AND ELECTRICAL TESTS PER ANY DAYS POUR LESS THAN 50 CUBIC YARDS.
BE APPLIED AFTER PROPER SURFACE PREPARATION FOR THE ABOVE
DRAWINGS TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS 1, LIVE LOADS:
MENTIONED AREAS).
RECESSES, OPENINGS REGLETS, BOLT SETTINGS, SLEEVES, ETC. 9. TRANSPORTING, PLACING, CURING AND DEPOSITING OF DCI CORROSION INHIBIDOR OR APPROVED EQUAL SHALL BE ADDED TO THE
DISCRFPANCI ES SHALL BE BROUGHT TO THE ATTENTION OF THE CONCRETE SHALL COMPLY WITH ACI 301. CONCRETE MIX DESIGN, PRIVATE CORRIDORS & ELEVATOR
4" ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK, LOBBIES 80 PSF
10. NO PIPES OR CONDUITS EXCEEDING 1/3 THE SLAB THICKNESS
OFFICE 50 PSIF
7. GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE IN OUTSIDE DIAMETER SHALL BE EMBEDDED IN THE STRUCTURAL
X, Jm%
ENGINEER FOR APPROVAL BEFORE FABRICATION OR ERECTION OF CONCRETE FLOOR OR ROOF WITHOUT WRITTEN APPROVAL FROM THE PRECAST LINTELS
ANY STRUCTURAL SYSTEM. ENGINEER. PARKING AREAS 50 PSF
1. LINTFLS MAY BE USED IN MASONRY OPENINGS UP TO 6l CLEAR.
WHERE PIPES OR CONDUITS ARE PERMITTED, THEY SHALL BE
1"'Y",�TINk
Al, ROOFS 30 PSF
8� GENERAL CONTRACTOR SHALL RESTRICT AND PROPERLY ISOLATE PLACED NO CLOSER THAN THREE DIAMETER Ol AND SHALL BE THESE MAY BE PRE -CAST OR CAST IN PLACE THE LINTEL SHALL BE
ARCHITECTURE,,-�_v�A)IRD T,
ALL CONSTRUCTION EQUIPMENT AND LOADS FROM INDUCING OR LOCATED SO AS NOT TO IMPAIR THE STRENGTH OF THE 8" X 12" MINIMUM WITH 2 # 5 TOP AND BOTTOM, #3 TIES AT 51' AND
STAIRS 100 PSF
4,�
SEAL
TRANSMITTING VIBRATIONS TO THE STRUCTURE DURING CONSTRUCTION. STRUCTURE. JUNCTION BOXES MAY BE PLACED IN STRUCTURAL SHALL BEAR 8" AT EACH SIDE OF OPENINGS.
RETAIL 100 PSF
CONCRETE SLABS BUT SHALL NOT EXCEED 4 1/2!'X 4 1/2" X
SEE TYPICAL DETAIL DWGS. FOR ALTERNATE DETAILS. N t
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9 GENERAL CONTRACTOR SHALL RE RESPONSIBLE FOR THE DISPOSAL 31/2" IN DEPTH, AND SHALL BE SEPARATED FROM OTHER R11
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OF ALL ACCUMULATED WATER FROM EXCAVATIONS AND DEWATERING JUNCTION BOXES BY NOT LESS THAN 8".
�,Jl 1ft,jTT,QTT,�%,V 1,'',,V��",j,6`11;',1T1' _4111"_1111��,,��
OPERATIONS IN SUCH AWAY AS TO NOT CAUSE INCONVENIENCE TO 2. WIND LOADS:
5�';Fi_
THE WORK AND DAMAGE TO THE STRUCTURAL ELEMENTS. 11. NO WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB
MASONRY:
SITE.
WIND LOAD DESIGN FOR MAIN WIND FRAME RESISTANCE SYSTEM %-T V�
10 WHEN PERFORMING WORK BELOW GRADE, CARE SHALL BE TAKEN IS IN ACCORDANCE WITH ASCE 7-02 (EXP. C, V-146MPH, 1=1).
TO AVOID DAMAGING ANY EXISTING UTILITIES. ALL UNKNOWN 12. ALL PLUMBING & ELECTRICAL SLOTS SHALL BE FILLED WITH
UTILITIES DISCOVERED DURING CONSTRUCTION SHALL BE BROUGHT CONCRETE TO THE TOP OF THE FLOOR SLAB AFTER PIPING OR WIND LOADS DESIGN FOR COMPONENTS AND CLADDING IS IN MARIO A.
TO THE ATTENTION OF THE ARCHITECT/FNGINEER. ANY DAMAGE TO CONDUIT IS INSTALLED, REINFORCED MASONRY ACCORDANCE WITH ASCE 7-02 (EXP. C, V=146MPH, 1=11). P.E. 25414'
EXISTING UTILITIES SHALL BE REPORTED TO ALL AFFECTED PARTIES,
1. FOR NON-BEARING WALLS ONLY, LAY
INCLUDING THE ARCHITECT/ENGINEER, 13. ALL BEAMS, SPANDREL BEAMS & FLOOR SLABS, SHALL BE UP ALL MASONRY UNITS AFTER CONCRETE PLACEMENT OF NEXT
PLACED MONOLITHICALLY AND THE FLOOR SLAB FINISHED AS STORY. SECURE MASONRY TO COLUMNS WITH GALVANIZED DOVETAIL
11 GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING HIS REQUIRED ON THE SPECIFICATIONS.
ANCHORS IN EVERY OTHER COURSE (OR APPROVED EQUAL).
CONSTRUCTION DOCUMENTS WITH ANY REVISED DRAWINGS AND
5 5
DESIGN SUPERIMPOSED DEAD LOADS
fl SPECIFICATIONS, FIELD ORDERS, CHANGE ORDERS AND CLARIFICATION 14. VERTICAL CONSTRUCTION JOINTS USING APPR
OVED BULKHEADS
SKETCHES ISSUED DURING THE COURSE OF CONSTRUCTION. MAY BE MADE AT CENTER OF BEAM OR SLAB SPANS WHERE STOP IN cj
-05,
2. CONSTRUCT REINFORCED MASONRY IN ACCORDANCE WITH C1530
"BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY ST
CONCRETE WORK IS NECESSARY. FOR ADDITIONAL REINFORCING AT PRIVATE CORRIDORS & ELEVATOR
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AND/OR "SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF LOBBIES 20 PSF C3 8
12-l"BY OTHERS" DENOTES LABOR AND MATERIALS BY OTHERS. CONSTRUCTION JOINTS SEE DETAILS. ANY OTHER CONSTRUCTION co
HOWEVER THE GENERAL CONTRACTOR SHALL PROVIDE COORDINATION AND JOINT REQUESTED BY THE GENERAL CONTRACTOR SHALL BE SHOWN LOAD-BEARING CONCRETE MASONRY" N.C.M.A. LAY UP MASONRY UNITS C6 c�
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OFFICE 40 PSF w
IN RUNNING BOND.
FREE ACCESS FOR THE WORK. REFER TO SPECIALTY ENGINEERING NOTES. ON THE SHOP DRAWINGS FOR THE ENGINEER'S REVIEW. E,
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3. USE CONCRETE MASONRY UNITS CONFORMING TO ASTM C90 GRADE N-1 PARKING AREAS 10 PSF a LL C14
13, "N.I.C." DENOTES NOT IN CONTRACT. THE OWNER SHALL BE 15. REMOVE ALL DEBRIS FROM FORMS BEFORE POURING. Lu
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RESPONSIBLE FOR COORDINATING A TIME SCHEDULE OF THE BASE MINIMUM COMPRESSIVE STRENGTH OF ANY UNIT SHALL BE OF 1900 PSI 6 0 a. Lu
ROOFS 30 PSF z 0) Z c;
FOR AN fm OF 1500 PSI. USE ONLY MASONRY UNITS THAT ARE A U) 0 z
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CONTRACT WITH THE "N.1 -C TRADES. 16, CONCRETE SHALL NOT BE, DROPPED THROUGH REINFORCING <
MIN, OF 50% SOLID. STAIRS 5 PSF w 1B
STEEL (AS IN WALLS, COLUMNS) SO AS TO uj
14. TYPICAL DETAILS AND NOTES ON THESE DRAWINGS SHALL APPLY CAUSE SEGREGATION OF AGGREGATES. USE HOPPERS, CHUTES OR N 0 L'U
RETAIL 20 PSF
UNLESS SPECIFICALLY NOTED OTHERWISE. CONSTRUCTION DETAILS TRUNKS OF VARYING LENGTHS SO THAT THE FREE UNCONFINED 4. TEST ONE SET OF MASONRY UNITS IN ADVANCE OF BEGINNING W Z
AND SECTIONS NOT COMPLETELY SHOWN OR NOTED SHALL BE SIMILAR FALL OF CONCRETE SHALL NOT EXCEED 5 FEET, AND A SUFFICIENT OPERATIONS AND ONE SET DURING CONSTRUCTION FOR EACH 5000 SQ. FT. U) _j w
NUMBER SHALL BE USED TO ENSURE THE CONCRETE IS BEING KEPT OF WALL AREA. SAMPLE FROM ACTUAL FIELD UNITS.
TO DETAILS AND SECTIONS SHOWN OR NOTED FOR SIMILAR CONDITIONS, 0
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LEVEL AT ALL TIMES.
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15. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR 5. USE TYPE "M" MORTAR IN ACCORDANCE WITH ASTM C270. USE 3/8" 0
ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, AND FULL -BEDDED JOINTS FOR ALL MASONRY UNITS. REMOVE MORTAR
PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND REINFORCING STEEL: PROTRUDING INTO CELL CAVITIES THAT ARE TO BE REINFORCED AND PRECAST JOIST NOTES:
UTILITIES IN ACCORDANCE WITH THE LOCAL BUILDING DFPARTMENT. GROUTED. ALLOW A MIN. OF 24 HOURS FOR MORTAR TO CURE BEFORE
1. ALL REINFORCING STEEL SHALL BE DEFORMED BARS, FREE FROM
PLACING GROUT. I, �Ax
16. BACKFI ILL AROU ND THE EXTERIOR PERI METER OF WALLS SHALL LOOSE RUST AND SCALE CONFORMING TO ASTM A615 (Sl),
FY:=60 KSL U.O.N. ALL PRECAST PRESTRESSED CONCRETE MEMBERS SHALL BE MANUFACTURED
NOT BE PLACED UNTIL AFTER THE WALLS ARE SUPPORTED BY THE 6, USE ALL GROUT CONFORMING TO ASTM C-476 WITH A MIN. COMPRESSIVE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. SUPPLY ENGINEER
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COMPLETION OF INTERIOR FLOOR SYSTEMS, DO NOT PROCEED WITH STRENGTH OF 2500 PSI IN 28 DAYS, TESTED IN ACCORDANCE WITH WITH SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION (SE(LOADS
2. ALL REINFORCING SHALL BE DETAdLED AND FABRICATED FOLLOWING
BACKFILL UNTIL (7) DAYS AS A MINIMUM AFTER THE COMPLETION ASTM C-39, MAX. AGGREGATE SIZE OF 3/81- AND SLUMP OF 811 TO loll.
THE REQUIREMENTS OF ACI 315. PLACING OF REBARS SHALL CONFORM TABLEDESIGN). SUBMIT CALCULATIONS SIGNED AND SEALED BYA�PROFESSIONAL
OF INTERIOR FLOOR SYSTEMS UNLESS WALLS ARE ADEQUATELY TEST SAMPLES FOR COMPRESSIVE STRENGTH TEST EVERY 30 YARDS OR EACH 1
14
TO `CRSI RECOMMENDED PRACTICES FOR PLACING REINFORCING BARS". ENGINEER. EXTREME FIBER STRESS IN TENSION IN PRECOMPRESSED TENSILE
BRACED. BACKFILL SHALL NOT BE PLACED UNTIL AFTER COMPLETION DAYS GROUTING. 2500 PSI PUMP MIX READY MIX CONCRETE MADE WITH
SUBMIT SHOP DRAWINGS ZONE SHALL NOT EXCEED SIX TIMES THE SQUARE ROOT OF fc, OXFORD UNIVERSAL
AND INSPECTION OF WATERPROOFING WHERE WATERPROOFING OCCURS. MAX. 3/81' AGGREGATE AND MAX. 9" SLUMP IS ANACCEPTED ALTERNATE.
17. TEMPORARY BRACING SHALL BE PROVIDED AS REQUIRED TO HOLD 3 MINIMUM CONCRETE COVER ON REINFORCING STEEL FOR 7. 4311 PONCE DE LEON BLVD.
USE STANDARD No 9 GAGE LADDER TYPE MASONRY REINFORCING IN EVERY
ALL COMPONENTS OF THE STRUCTURE IN PLACE UNTIL FINAL SUPPORT NON -PRESTRESSED CONCRETE SHALL BE AS FOLLOWS, U 0 N, OTHER COURSE (ILLO.N.). USE PREFABRICATED CORNERS AND TEES AT WALL CORAL GABLES, FLORIDA 33146
IS SECURELY ANCHORED.
INTERSECTIONS. OVERLAP DISCONTINUOUS ENDS A MIN, OF 12". HORIZONTAL
MINIMUM REINFORCING SHALL CONFORM TO ASTM A-82.
18. THE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT COVER
q'i'vi"
AND SERVICES OF EVERY KIND, INCLUDING WATER AND POWER, NECESSARY CAST AGAINST AND PERMANENTLY
FOR THE PROPER EXECUTION OF THE WORK SHOWN OR INDICATED ON THESE EXPOSED TO EARTH 311 8. USE GROUTED CELLS WITH REINFORCING AS INDICATED. CODES:
DRAWINGS. ALLMATERIALS SHALL BE NEW MATERIALS AND WORKMANSHIP INTERSECTIONS, EACH SIDEOFOPENINGS, INTHEWALLANDATTHE ENDS 596'6 SOUTH
SHALL BE OF GOOD QUALITY. ALL WORKMEN AND SUBCONTRACTORS SHALL EXPOSED TO EARTH OR WEATHER! OF WALLS USE 1#6 IN FILLED CELL U.O.N. ACI 318-02
BE SKILLED IN THEIR TRADE. AC1530-05 DIXIE BUILDING
NO. 5 AND SMALLER BARS 11/211 9. USE BAR SPACERS IN EVERY 6TH COURSE WHERE CELLS ARE TO BE
A. I. S C - NINTH EDITION
-19. TH F CONTRACTO R SHALL AD EQ UATE LY PROTE CT H I S WO R K ADJACENT NO. 6 AND LARGER BARS GROUTED.
211
M,�TW-
PROPERTY AND THE PUBLIC, AND BE RESPONSIBLE FOR DAMAGE OR FLORIDA BUILDING CODE 2004
INJURY DUE TO HIS ACT OR NEGLECT. 10 PROVIDE CLEANOUT OPENINGS FOR EACH GROUTED CELL. ASCE 7-02
NOT EXPOSED TO WEATHER OR
20. THE PREMISES SHALL BE KEPT FROM ACCUMULATION OF WASTE IN CONTACT WITH GROUND: 11. USE ASTM A 615 GRADE 60 REINFORCING STEEL.
MATERIALS, AND DEBRIS, AND AT THE END OF THE JOB THE CONTRACTOR ROOF SLAB 3/411
t4l 5966 & 5970
SHALL REMOVE ALL RUBBISH, SURPLUS MATERIALS, AND TOOLS AND STRUCTURAL -LIFT GROUTING USE A MAX. LIFT OF 4-0` WITH NOT LESS
SLABS AND WALLS 3/41' 12 IN HIGH
LEAVE THE BUILDING BROOM,CLEAN. BEAMS AND COLUMNS (PRIMARY SOUTH DIXIE HIGHWAY
THAN 30 MINUTES NOR MORE THAN ONE HOUR BETWEEN LIFTS. VIBRATE
REINFORCEMENT, TIES, STIRRUPS
EACH LIFT AND RECONSOLIDATE PREVIOUS LIFT AFTER PLACING NEXT MIAMI ri npinA qqil-q
21 JOB SITE VISITS BY THE ENGINEER [DO NOT CONSTITUTE AN OFFICIAL
AND SPIRALS) 1 1/2"
INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR. 17HRESHOLD"
SLABS ON GRADE 1 1/2"
INSPECTIONS AS REQUIRED BY THE LOCAL BUILDING DEPARTMENT SHALL
13, REINFORCED MASONRY WALL CONSTRUCTION SHALL BE INSPECTED BY A
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BE UNDER A SEPARATE CONTRACT.
STATE OF FLORIDA CERTIFIED ENGINEER OR ARCHITECT IN ACCORDANCE
WITH(ACI 530-05.) 6
_A
MATEU ARCHITECTURE ING
THIS DRAWING IS THE PROPERTY OF MATEU
22. SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENTAND ARE
SUPERSEDED BY THE STRUCTURAL DRAWINGS. IT SHALL BE THE
4. NO DEVIATION FROM THE STRUCTURAL PLANS SHALL BE PERMIT -FED
14. WHERE ANCHOR BOLTS ARE SET IN MASONRY WALL, FILL BLOCK CELLS
ARCH ITEGTURE ING. UNLESS OTHERWISE PROVIDED
FOR BY CONTRACT. THE GONTENTS OF THIS
RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN
WITHOUT THE EXPRESS WRITTEN CONSENT OF THE STRUCTURAL
WITH GROUT FOR BOLTED COURSE, ONE COURSE ABOVE AND TWO COURSES
DRAWING ARE CONFIDENTIAL AND SHALL NOT
THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST
ENGINEER. ALL REINFORCING DETAILS SHALL BE SUBMITTED TO THE
BELLOW ANCHOR ELEVATION.
BE TRANSMITTED TO ANY PARTY D(CEPTAS
STRUCTURAL DRAWINGS.
ENGINEER FOR HIS APPROVAL.
AUTHOR12ED BY THE ARCH ITLUT/ ENGINEERS OF
RECORD.
23. THE CONTRACTOR SHALL SUPPLY THE ENGINEER WITH ONE SEPIA
5. ALL REINFORCING BARS SHALL BE SECURELY HELD IN PLACE
15. USE PRESSURE -TREATED woob FOR ALL WOOD IN CONTACT WITH
PHASE
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COPY AND FOUR BLUE LINE COPIES OF SHOP DRAWINGS A MINIMUM OF
DURING CONCRETE POURING. IF REQUIRED, ADDITIONAL BARS SHALL BE
MASONRY.
TWO WEEKS PRIOR TO PLACEMENT. THE REVIEW OF SHOP DRAWINGS BY
PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR THE BARS.
THE ENGINEER IS ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL
PERMIT DRAWINGS
DRAWINGS AND SPECIFICATIONS. THIS REVIEW DOES NOT GUARANTEE
6. BARS SUPPORTS SHALL BE PLASTIC TIPPED FOR EXPOSED
IN ANYWAY THAT THE SHOP DRAWINGS ARE CORRECT NOR DOES IT
CONCRETE, LEGS OF FOUNDATIONS CHAIRS SHALL BE GALVANIZED.
FILE NAME:
INFER THAT THEY SUPERSEDE THE STRUCTURAL DRAWINGS.
PLASTIC "DONUT" SPACERS WILL BE REQUIRED FOR STEEL AGAINST
FORMS IN CONCRETE BEAMS &WALLS IF FIELD CONDITIONS WARRANT.
24. THE STRUCTURAL FRAMING FOR ALL STOREFRONTS SHOWN ON THE
ARCHITECTURAL DRAWINGS SHALL BE DESIGNED BY A SPECIALTY
7. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A185 AND IT
PROJECT NO
ENGINEER.
SHALL BE SUPPORTED ON SLAB BOLSTERS, USE FLAT SHEETS ONLY.
MA0605
DRAWN BY:
CONCRETE:
8. REINFORCING IS DENOTED ON PLANS THUS: BOTTOM BARS
--- =; TOP BARS FORSIZEAND PACING OF REINFORCING
M.A.S.
t i
SEE PLANS, SCHEDULES AND DETAILS.
1. ALL REINFORCED CONCRETE DESIGN SHALL BE IN ACCORDANCE
GHEGKED BY:
WITH "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"
9. ALL REINFORCING BARS MARKED "CONTINUOUS" SHALL BE LAPPED
(ACI -318).
AS PER TABLE No. 1 AT SPLICES AND CORNERS UNLESS OTHERWISE NOTED.
LAP CONTINUOUS TOP BARS AT CENTER BETWEEN SUPPORTS As REQUIRED.
ISSUE DATE:
2. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH
"SPECIFICATIONS
TERMINATE CONTINUOUS BARS AT NON -CONTINUOUS ENDS WITH
DECEMBER 10, 2007
FOR STRUCTURAL CONCRETE FOR BUILDINGS"
STANDARD HOOKS. U.O.N.
ACI -301. LATEST EDITION
REVISIONS
T,
3. CONCRETE STRENGTH AT 28 DAYS SHALL BE AS FOLLOWS:
4
SLAB BASEMENT 5000 PSI
5. BLDG. DEPT. (08-08-08.)
OTHER FOUNDATIONS 4000 PSI
6. BLDG. DEPT. (08-27-08)
COLUMNS SEE COLUMN SCHEDULE
ALL OTHER 5000 PSI (U.O.N.)
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MODULUS OF ELASTICITY OF CONCRETE MIX SHALL BE NOT LESS THAN
SHEET TITLE
57,000
GENERAL NOTES
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