HomeMy WebLinkAboutS002- GENERAL NOTES�
a
N
GENERAL
STRUCTURES INDICATED ON THESE DRAWINGS HAVE BEEN DESIGNED FOR THE IN-
SERVICE LOADS ONLV. THE METHODS, MEANS, PROCEDURES, AND SEQUENCES OF
CONSTRUCTION ARE THE RESPONSIBILITV OF THE CONTRACTOR. THE STRUCTURES
ARE DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER CONSTRUCTION IS
COMPLETE IT IS THE CONTRACTOR'S ftESPONSIBILITV TO DETERMWE
CONSTRUCTION PROCEDURES AND SEOUENCE TO ENSURE SAFETV OF THE
STRUCTURES AND RELATED COMPONENTS DURING CONSTRUCTION. THIS INCLUDES
THE ADDITION OF NECESSARV SHORING SHEETING, TEMPORARV BRACING, GUVS,
TIE�OWNS, ETC.
IT IS THE CONTRACTOR'S RESPONSIBILITV TO VERIFY THAT CONSTRUCTION LOADS
DO NOT EXCEED THE CAPAGTV OF ANV STRUCTURAL ELEMENT AT THE TIME THE
LOA�S ARE APPLIE�, INCWDING BIIT NOT LIMITED TO'. WEIGHTS OF MATERIALS,
W EIGHTS OF E�UIPMENT AND W ORKERS, AND ALL LOA�S APPLIED FROM
TEMPORARV LIFTS, HOISTS AND CRANES, ETC.
THE STRUCTURAL DRAWINGSAND SPECIFICATIONS SHALL BE USED IN CONJUNCTION
WITH THE DRAW INGS AND SPEGFlCATIONS OF ALL OTHER DISCIPLWES. TRADES, AND
DELEGATED DESIGN ELEMENTS. THE CONTRACTOR IS RESPONSIBLE FOR
COORDINATION OF THE STRUCTURAL W ORK W ITH ALL OTHER APPLICABLE TRADES.
THE GENER4L NOTES ON THE �RAWINGS ARE TO BE USED IN CONJUNCTION W ITH
THE FULL W RITTEN MATERIAL SPECIFICATIONS QF ANV) FOR THE PROJECT.
00 NOT SCALE THE �RAWINGS. REFER TO THE WRITTEN DIMENSIONS ANO
INFORMATION.
IF A DISCREPANCV IS NOTEO ON THE DRAW INGS, GENERAL NOTES, OR
SPECIFICATIONS, THE CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER
A W RITTEN RE�UEST FOR CLAPoRCATION AND SHALL NOT PROCEED WITH THE
AFFECTE� WORK W ITHOUT DOCUMENTED RE50WTION OF THE DISCREPANCY. ALL
COSTS RESl1LTING FROM THE CONTRACTOR IMPROPERLV PROCEEDING WITH THE
AFFECTEo WORK PRIOR TO DOCUMENTEo RESOWTION OF THE oISCREPANCV,
INCWDING COSTOF REMOVALAND REPLACEMENT OF NON-CONFORMING WORK,
SHALL BE BORNE BV THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
CONTRACTOR SHALL COORDINATE WITH ALL AFFECTED TRADES THE REQUIREO
S2ES, TVPES, AND LOCATIONS OF ALL EMBEDDED ITEMS IN, AND ALL PENETRATIONS
THROUGH, STRUCTURAL ELEMENTS PRIOR TO CONSTRUCTION.
NO PENETR4TION5 THROUGH STRUCTURAL ELEMENTS, OTHER THAN THOSE SHOWN
ON THE STRUCTURAL DRAW INGS, SHALL BE MADE W ITHOUT THE APPROVAL OF THE
STRUCTURALENGINEER.
NO ITEMS (INCLUDING, BUT NOT LIMITED T0, CONDUIT, PIPMG, ETQ�, OTHER THAN
THOSE SHOWN ON THE STRUCTURAL DRAW INGS, SHALL BE EMBEDDE� IN
STRUCTURAL ELEMENTS WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER.
ALL EMBE�DED ITEMS IN EXPOSE� EXTERIOR CONCRETE SHALL BE GALVANRED,
PLASTIC, OR EPDXKCOATE�.
THE CONTRQCTOR SHALL SUBMIT FOR THE REVIE W OF THE STRl1CTl1R4L ENGINEER
A MIX DESIGN FOR EACH PROPOSED CLASS OF CONCRETE. EACH MIX DESIGN SHALL
BE IDENTIRED BV A MIX NUMBER OR OTHER UNIQUE IDENTIRCATION. THE
CONTRACTOR SHALL NOT VARV FROM THE MIX DESIGNS NOR USE ANV CONCRETE
OTHER THAN THE APPROVED MIX DESIGNS W ITHOUT THE APPROVAL OF THE
STRUCTURAL ENGMEER. MIX DESIGN SUBMITTALS SHALL INCLUDE THE FOLLOWING
INFORMATION:
1. MIX DESIGN NUMBER OF UNIQUE IDENTIRCATION AND INTENDED LOCATION
OFPLACEMENT.
2. CEMENTTVPE,PROPORTIONANDNAMEOFMANUFACTURER.
3. FLVASHPROPORTION(WHENUSED),LABORATORYANALYSISCERTIFlCATION,
AND NAME AND LOCATION OF SUPPLIER.
4. COURSE AGGREGATE PROPORTION, GRADATION REPORT, NAME AND
LOCATION OF SUPPLIER.
5. FINE AGGREGATE PROPORTION, GRAOATION REPORT, NAME AND LOCATION
OF SUPPLIER.
6. MIXINGWATERPROPORTIONANDSOURCE.
]. ADMIXTURE DOSAGES, PRO�UCT NAME(5) ANO MANUFACTURER NAME(5).
8. FIBERREINFORCEMENTDOSAGE(WHENUSED),PRODUCTNAMEAND
MANUFACTURERNAME.
9. OESIGN 28-0AV COMPRESSNE STRENGTH (F'C).
10. DESIGNSLUMPRANGE.
11. DESIGNAIR-ENTRAINMENT(FORCONCRETEREQUIRINGENTRAWEDAIR).
12. STATISTICAL ANALVSIS OF LABORATORV STRENGTH TEST DATA IN
ACCORDANCE W ITH "STANDARD DEVIATION" DETERMINATION OUTLINED IN
AC1318.
OELEGATED DESIGN
FOR ALL SUBMITTALS INDICATED AS "�ELEGATED DESIGN," THE CONTRACTOR SHALL
ENGAGE A SPECIALTV STRUCTURAL ENGINEER LICENSED M THE STATE WHERE THE
PROJECT IS LOCATED TO DESIGN AND DETAIL THE ITEMS NOTED IN THE STRUCTURAL
SUBMITTALS AND SPECIFlCATIONS AS A �ELEGATED DESIGN.
DELEGATED DESIGN CALCULATIONS AND RELATED DRAWINGS SHALL CONTAIN THE
FOLLOW ING, AS A MINIMUM:
1. COVER PAGE SIGNED AND SEALED BV THE SPECIALTV STRUCTURAL ENGINEER
INCLUDING A STATEMENT OF CERTIFlCATION THAT THE SUBMITTED
CALCULATIONS ARE IN CONFORMANCE W ITH THE DESIGN CRITERIA PROVIDED
IN THE CONTRACT DOCUMENTS AND THAT THE RELATED SHOP DRAW INGS
ARE IN CONFORMANCE WITH THE SUBMITTED CALCULATIONS.
2 TABLE OF CONTENTS, PLACEO ON, OR IMMEDIATELV FOLLOWING THE COVER
SHEET.
3. SUMMARVOFAPPLICABLECODECRITERIA,LOADDATAAN�PERFORMANCE
CRITERIA AS OUTLINED IN THE CONTRACT DOCUMENTS.
4. CLEAR DEFINITION OF THE LOCATION(5) IN THE STRUCTURE WHERE EACH
CALCULATION APPLIES.
5. LOCATION, TYPE, MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON THE
STRUCTURE BV THE DELEGATED DESIGN SVSTEM/COMPONENTS.
SUBMITTALSTHATDONOTCONTAINTHE INFORMATIONNOTEDA80VEWILLBE
REJECTED W ITHOUT COMMENT.
THE STRUCTURAL ENGMEER'S REVIEW OF OELEGATED DESIGN SUBMITTALS WILL BE
FOR GENERAL CONFORMANCE WITH THE DESIGN LOADING, �ESIGN INTENT AN�
LOADSIMPOSED.
DELEGATED DESIGN CALCl1LATIONS SHALL BE SUBMITTE� PRIOR TO, OR INCWOED
WITH, THE ASSOCIATED SHOP DRAW ING SUeMITTAL. DELEGATED DESIGN SHOP
DRAWINGS SUBMITTE� WITHOUTAPPLICABLE RE�UIRED CALCULATIONS WILL BE
REJECTED.
RELEA5E0 FOR CONSTRIICTI�N
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
'�v�:���\i 1�.rvalMa=� .
DATE: O$�Z4�ZO
SHOP DRAWING SUBMITTALS
THE CONTRACTOR SHALL PREPARE DETAILED SHOP DR4W INGS TO ENABLE ALL PARTS
OF THE W ORK TO BE FABRICATED AND CONSTRUCTED IN ACCORDANCE W ITH THE
DRAW INGS AND SPEQFlCATIONS. THESE SHOP �RAW INGS W ILL BE REVIEW ED FOR
GENERAL COMPLIANCE W ITH THE DESIGN INTENT ONLV. THE CONTRACTOR IS
RESPONSIBLE FOR ALL �IMENSIONS, ACCURACV AN� FlT OF WORK.
ALL SHOP DRAWINGS SHALL BE REVIEWED BV THE CONTRACTOR PRIOR TO SUBMITTAL
TO THE STRUCTURAL ENGMEER. DRAW INGS SUBMITTED W ITHOUT CONTRACTOR'S
REVIEW W ILL BE RETURNED UNCHECKE�.
PROVIDE ALL SUBMITTALS IN ELECTRONIC PDF FORMAT.
WORK REQUIRING SUBMITTALS FOR STRUCTURAL ENGINEER REVIEW SHALL NOT BE
STARTED BY THE WNTRACTOR WITHOUT APPROPRIATE REVIEWE� SUBMITTALS.
WORK PERFORMED BV THE CONTRACTOR PRIOR TO RECEIVING APPROPRIATE
REVIEW ED SUBMITTALS SHALL BE SUBJECT TO REMOVAL AN� REPLACEMENT AS
DEEMED NECESSARV BV THE STRUCTURAL ENGINEER, AT THE CONTRACTOR'S
EXPENSE, AND W ITH NO COST TO THE OW NER.
SUBMIT SHOP DRAWINGS FOR EACH OF THE FOLLOWING ITEMS:
1. CONCRETE REINFORCEMENT
2. STRUCTURALSTEEL
3. STEEL DECK
SUBMIT DELEGATED DESIGN SHOP DRAWINGS FOR EACH OF THE FOLLOWING ITEMS:
1. STRUCTURALSTEELCONNECTIONSQNCWDINGDESIGNCALCULATIONSAND
SUMMARV PAGE FOR CONNECTIONS NOT SPECIFICALLV DETAILE� W THE
CONTRACT DRAW INGS)
2. SIDEPLATEMOMENTCONNECTIONSVSTEMQNCLU�INGDESIGN
CALCULATIONS)
3. STEEL PAN STAIRS QNCLUDING DESIGN CALCULATIONS, FRAMING LAVOUTS,
MEMBER SIZES, MATERIALS AND CONNECTION DETAILS)
4. GLAZINGSVSTEMS-CURTAINWALLANDSTOREFRONTQNCWDINGDESIGN
CALCULATIONS AND CONNECTION DETAILS)
5. COLD-FORMEDSTEELFRAMINGQNCWDINGDESIGNCALCULATIONS,MEMBER
PROPERTIES, FASTENER REpl11REMENTS, ASSEMBLV DETAILS ANO
CONNECTION DETAILS)
OMISSION OF ANV MATERIALS REQUIRED BV THE CONTRACT DOCIIMENTS FROM SHOP
DRAW INGS SHALL NOT RELIEVE THE CONTR4CTOR OF THE RESPONSIBILITV FOR
FURNISHING THESE MATERIALS REGARDLESS OF W HETHER THE SUBMITTALS HAVE
BEEN REVIEWE�.
THE USE OF ELECTRONIC FILES OR REPRODUCTIONS OF THE CONTRACT DOCUMENTS
BV THE CONTRACTOR SIGNIFlES CONTRACTOR'S ACCEPTANCE OF ALL THE
INFORMATION SHOW N'AS IS'. CONTRACTOR WILL BE RESPONSIBLE FOR VERIFVWG
THE ACCURACY AND COMPLETENESS OF THE WFORMATION PROVIDED. ISSUED
DRAW INGS AND SPEQFlCATIONS TAKE PRECEDENCE OVER ANV ELECTRONIC
INFORMATION PROVIDED. ADDENDA CHANGE ORDERS, SUPPLEMENTAL
INSTRUCTIONS ARE NOT NECESSARILV INCLUDED IN THE ELECTRONIC FlLES.
IT IS THE RESPONSIBILITV OF THE CONTRACTOR TO OBTAIN ALL CONTRACT
DOCUMENTS, WCLUDING LATEST ADDENDA, AND TO DISTRIBUTE TO ALL
SUBCONTRACTORS PRIOR TO THE SUBMITTAL OF SHOP DRAW INGS.
THE CONTRACTOR SHALL SUBMIT FOR APPROVAL PROOUCT OATA FOR THE SPECIFIC
ITEMS LISTED BELOW. CONTRACTOR SHALL NOT USE PRODUCTS OTHER THAN
THOSE SUBMITTED W ITHOUT THE APPROVAL OF THE STRUCTURAL ENGMEER.
SUBMIT HARD COPIES OR ELECTRONIC VERSIONS OF PRODUCT DATA. FOR HARD
COPV OPTION, SUBMIT A MINIMUM OF TW O COPIES OF PRODUCT DATA TO THE
STRUCTURAL ENGINEER FOR REVIEW (ONE COPV SHALL BE RETAINED 8V THE
STRUCTURAL ENGMEER). FOR ELECTRONIC OPTION, SUBMIT PRODUCT DATA IN
A�OBEPDFFORMAT.
1. FBERREMFORCEMENTFORCONCRETE
2. CONCRETECURINGCOMPOUND
3. CONCRETEJOINTSEAL4NT
4. WATERSTOPS
5. EXPANSIONANCHORS
6. A�HESIVEANCHORS
]. NON-SHRINK GROUT
8. VAPOR BARRIER
"LOAOSIMPOSED"SlI6MITTALS
FOR EACH OF THE SVSTEMS IN�ICATED BELOW THAT REQUIRE "LOADS IMPOSED"
SUBMITTALS, THE CONTRACTOR SHALL PROVIDE A COMPLETE LOADING
INFORMATION SUBMITTAL IDENTIFVING THE LOCATION, MAGNITUDE, DIRECTION AND
TYPE DEAD LNE WIND SEISMIGETQ OFALLSERVICELEVELLOADSAPPLIEDTO
( )
THE STRUCTURE � THE SUBMITTAL SHALL BE SIGNED AND SEALEO BV A
PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS
CONSTRUCTED.
LOADING INFORMATION SHALL BE PROVIDED IN GRAPHIC FORM, UTILIZING MARKUPS
OF FRAMWG PLANS, BUILDING ELEVATIONS OR OTHER DRAW WGS AS APPROPRIATE
TO READILY CONVEV THE LOCATIONS OF THE APPLIED LOA�S. IN ADDITION, EACH
LOADING LOCATION SHALL CONTAIN A DETAIL REFERENCE SHOWING THE
CONNECTION DETAIL(S) DISPLAVING PREqSELV HOW EACH LOAD IS APPLIED TO THE
STRUCTURE.
LOADS IMPOSED ON THE STRUCTURE SHALL IMPART ONLV VERTICAL AND
HORIZONTAL LOADS ON THE STRUCTURE W ITHOUT INDUCING TORSIONAL LOADS ON
THE Sl1PPORTING STRUCTURAL ELEMENTS, UNLESS SPEQFICALLV INDICATED
OTHERWISE.
THE CONTRACTOR'S PROFESSIONAL ENGINEER SHALL REVIEW THE IMPOSED LOADS
TO CONFIRM THAT THE LOADS APPLIED BV THE SVSTEM DO NOT EXCEED THE BASIS
OF DESIGN LOAD LIMITS AS IN�ICATED ON THE STRUCTURAL DRAW INGS.
WHERE THE LOADS IMPOSED BV THE CONTRACTOR'S PROPOSED SVSTEM EXCEED
THE BASIS OF DESIGN LOADS INDICATED ON THE STRUCTURAL DRAWINGS, THE
CONTR4CTOR SHALL NOTIFV THE STRUCTURAL ENGMEER IMMEDIATELV TO
DETERMME WHETHER MODIFICATIONS ARE NECESSARV.
SUBMIT "LOADS IMPOSED" SUBMITTALS FOR THE FOLLOWING ITEMS:
L ELEVATOR REACTIONS
2 EXTERIORCLAD�ING(CURTAINWALLANDSTOREFRONT)
3. METAL STAIRS
4. COLD-FORMEDMETALFRAMING
FOUNDATIONS
SEE GEOTECHNICAL REPORT NUMBER 201N021] PREPARED BV ALT & W ITZIG
ENGMEERING WC DATED OSI01I2020 AND ALL APPLICABLE ADDENDA AND
AMENDMENTS FOR MFORMATION RELATED TO FOUNDATION EXCAVATIONS AND SOIL-
RELATED WORK.
FOUNDATIONS HAVE BEEN OESIGNED BASED ON ASSUMED ALLOWABLE SOIL BEARING
PRESSURES INDICATE� BELOW. CONTRACTOR SHALL ENGAGE A LICENSED
GEOTECHNICAL ENGMEER TO REVIEW THE SOIL CONDITIONS AT THE SITE AS
NECESSARV TO CONFIRM THE ALLOWABLE BEARING PRESSURES PRIOR TO
PLACEMENT OF THE FOUNDATIONS. CONFIRMATION OF THE ACCEPTABILITY OF THE
SOILS SHALL BE REPORTED IN WRITWG TO THE STRUCTURAL ENGMEER.
IF ACTUAL ALLOWABLE PRESSURES ARE FOUND TO BE LE55 THAN THE ASSl1MED
VALUES, THE CONTRACTOR SHALL NOTIFV THE STRUCTURAL ENGINEER IMMEDIATELV
AND SHALL NOT PROCEED W ITH FOUNDATION CONSTRUCTION WITHOUT REVIEW BV
THE STRUCTURAL ENGINEER.
DESIGN NET SOIL PRESSURE:
SPREAD FOOTINGS: 2500 PSF
CONTINUOUS WALL FOOTINGS: 2000 PSF
FOUNDATIONS AND SOILS RELATED WORK SHALL BE INSPECTED BV A LICENSED
GEOTECHNICAL ENGMEER. WRITTEN FlELD REPORTS SHALL BE FORWARDED TO THE
STRUCTURAL ENGINEER AS SOON AS THEV BECOME AVAILABLE.
FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION, WHICH DIFFER FROM
THOSE DESCRIBEO IN THE GEOTECHNICAL REPORT, SHALL BE REPORTED TO THE
STRUCTURAL ENGINEERAND GEOTECHNICAL ENGINEER BEFORE FURTHER
CONSTRUCTION IS ATTEMPTED.
THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND MAINTAIN APPROPRIATE
EXCAVATION PROTECTION, INCLUDING ALL NECESSARY LAVBACKS, SHORING,
SHEETING, TIEBACKS AND OTHER MEASURES AS DETERMWED BV THE
CONTRACTOR'S ENGINEER.
EXCAVATIONS FOR SPREAO FOOTINGS, COMBINED FOOTINGS, CONTINUOUS
FOOTINGS AND MAT FOUNDATIONS SHALL BE CLEANED AN� HAND TAMPED TO
UNIFORM SURFACE AND SHALL BE PROTECTED AND MAINTAWED UNIFORM UNTIL
CONCRETEISPLACED.
BELOW-GRADE WALLS
00 NOT BACKFILL AGAINST BELOW-GRADE CONCRETE (OR MASONRV) WALLS UNTIL
THE CONCRETE (OR MASONRV ASSEMBLAGE) HAS REACHED ITS 28-DAV
COMPRESSIVE STRENGTH.
WHERE BACKFlLL IS REQUIRED ON BOTH SIDES OF BELOW-GRADE WALLS, BACKFlLL
EVENLY ON EACH SIDE OF EACH WALL TO PREVENT UNBALANCED SOIL LOADS
AGAINST THE WALL.
INSULATION
ANV WSULATION SHOWN ON THE STRUCTURAL �R4W INGS IS FOR GENERAL VISUAL
REFERENCE ONLV, UNLESS NOTED OTHERWISE. SEE THE ARCHITECTURAL
DRAWINGS AND SPECIFICATIONS FOR EXACT LOCATION, PLACEMENT, THICKNE55
AND MATERIAL REQUIREMENTS.
FLOWABLE FILL
W HERE INDICATED ON THE STRUCTURAL DRAWINGS, ROWABLE FlLL SHALL BE A
CONTROLLED LOW-STRENGTH MATERIAL (CLSM) PRODUCEO AND PLACED IN
ACCORDANCE W ITH RECOMMENDATIONS OF ACI229. PROVIDE MATERIAL WITH 28-
DAY COMPRESSNE STRENGTH OF 1,000 PSI UNLESS NOTED OTHERW ISE.
CONCRETE
REINFORCED CONCRETE HAS BEEN DESIGNED IN ACCORDANCE W ITH THE BUILDING
CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318) AND COMMENTARV
(ACI 318R).
MIXING, TRANSPORTING, AND PLAQNG OF CONCRETE SHALL CONFORM TO THE
LATEST EDITION OF THE SPECIFICATIONS FOR STRIICTURAL CONCRETE (ACI 301).
READV-MIXED CONCRETE SHALL CONFORM TO THE RE�UIREMENTS OF ASTM C94. IN
CASE OF A DISCREPANCY, THE PLANS AND SPEqFlCATIONS SHALL GOVERN.
CEMENT SHALL CONFORM TO ASTM C150, TVPE I, UNO.
FLV ASH SHALL CONFORM TO ASTM C618, CLASS C OR F.
NORMAL W EIGHT AGGREGATES SHALL CONFORM TO ASTM C33.
WATER-REDUCWG ADMIXTURES SHALL CONFORM TO ASTM C494.
AIR-ENTRAINING ADMIXTURES SHALL WNFORM TO ASTM C260 AND SHALL BE
CERTIFIED BV THE MANUFACTURER TO BE COMPATBLE W ITH OTHER ADMIXTURES.
CALCIUM CHLORIDE ADMIXTU RES OR ADMIXTURES CONTAINING MORE THAN 0.1
PERCENT CHLORIDE IONS SHALL NOT BE USED.
IN COLD WEATHER CONDITIONS, MIXING, PLACING, FlNISHING, CURING AND
PROTECTION OF CONCRETE SHALL BE PERFORMED IN ACCORDANCE W ITH THE
LATEST EDITION OF ACI306R, COLD WEATHER CONCRETING.
IN HOT W EATHER CONDITIONS, MIXING, PLACING, FINISHING, CURING AND
PROTECTION OF CONCRETE SHALL BE PERFORMED IN ACCORDANCE W ITH THE
LATEST EDITION OF ACI 305R, HOT W EATHER CONCRETING.
USE OF CONSTRUCTION JOINTS AT LOCATIONS OTHER THAN THOSE INDICATED ON
THE DRAW INGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGMEER FOR REVIEW.
SLUMP FOR PUMPED CONCRETE SHALL BE MEASURED AT POINT OF DISCHARGE.
NORMAL W EIGHT CONCRETE SHALL HAVE THE PROPERTIES AS INDICATED IN THE
CONCRETE MIX SCHEDULE AND SPEqFICATI0N5.
DO NOT INSTALL OR EMBED AWMINUM ITEMS, INCW DING BUT NOT LIMITED TO
ALUMINUM CONDUIT, INTO OR IN CONTACT W ITH CONCRETE.
WHERE NEW WNCRETE IS PLACE� AGAINST HARDENEOIEXISTING CONCRETE,
VERIFV SOUNDNESS OF EXISTING CONCRETE AND REMOVE ALL LOOSE MATERIAL,
SNOW. ICE, FROST, WATER, SOIL, DEBRIS AND OTHER DETRIMENTAL MATERIALS
PRIOR TO PLACEMENT OF NEW CONCRETE.
CONCRETE SLABS ON GRADE
SLABS ON GRADE SHALL 8E CONSTRUCTED IN ACCORDANCE WITH THE LATEST
EDITION OF THE GUIDE FOR CONCRETE ROOR AND SLAB CONSTRUCTION Aq 302.iR .
( )
PLACE CONCRETE IN A MANNER 50 AS TO PREVENT SEGREGATION OF THE MIX. DELAV
FLOATING AND TROWELING OPERATIONS UNTIL THE CONCRETE HAS LOST SURFACE
WATER SHEEN OR ALL FREE WATER. DO NOT SPRWKLE FREE CEMENT ON THE SLAB
SURFACE.
PROVIDE CURING OF CONCRETE SLABS ON GRADE AS REpUIRED TO ACCOMMODATE
FLOOR FlNISHES AND FINISH MATERIALS PER THE ARCHITECTURAL DRAW INGS AND
SPECIRCATIONS. REVIEW ALL FLOOR FlNISH REQUIREMENTS PRIOR TO PLACEMENT
OF CONCRETE SLABS AND COORDINATE SLAB MIX, PLACEMENT AND CURING TO
COMPLV WITH FINISH FLOORING MATERIAL MANUFACTl1RER'S REpl11REMENTS.
CURING PROCEDURES SHALL COMPLV WITH ACI 302.1R AND USE OF CURING
MATERIALS SHALL BE APPLIED IN STRICTACCOR�ANCE WITH MANUFACTURER'S
REQUIREMENTS. MOISTURE RETENTION COVERS, IF USED, SHALL BE APPLIED FLAT
AND SMOOTH TO RESULT IN A UMFORM APPEARANCE AND MINIMRE SURFACE
MARKINGS AN� BLEMISHES.
UNLESS NOTED OTHERW ISE, OR UNLESS MORE STRINGENT REpUIREMENTS APPLV,
CURE SLABS ON GRADE AS FOLLOW 5:
SLABSRECEIVINGFLOORCOVERINGMATERIALS: MOISTCUREAMINIMUMOF
1 DAVS (OR, IF APPROVEO BV FLOOR FINISH MATERIAL MANUFACTURER, USE
ASTM C309, TVPE 1, CLASS B, WATERBORNE, MEMBRANE-FORMING CURING
COMPOUND, DISSIPATING). REMOVAL OF CURING COMPOUND MATERIAL, IF
REOUIRED FOR PROPER INSTALLATION OF FLOOR FINISH MATERIALS, SHALL BE
PERFORMEDBVTHECONCRETECONTRACTOR.
EXPOSED SLABS UNO: ASTM C1315, TYPE 1, CLASS A, WATERBORNE, MEMBRANE
FORMING CURING AND SEALING COMPOUN�.
PROVIDE SLABS ON GRADE WITH A SMOOTH TROW EL FINISH UNLESS NOTED
OTHERWISE.
CONTRACTOR SHALL REVIEW ALL REOUIRED FLOOR FINISH MATERIAL REpUIREMENTS
PRIOR TO PLACEMENT OF CONCRETE AND SHALL PROVIDE FLOOR SLAB FLATNESS
AND LEVELNESS MEETING THE FINISH MATERIAL SUPPLIER'S WRITTEN RE�UIREMENTS.
FLATNESS ANO LEVE W E55 SHALL BE THE MORE STRINGENT OF THE FINISH MATERIAL
REQUIREMENTS AND THE FOLLOW ING:
SEE THE SLAB ON GRADE RATNESS / LEVE W ESS SCHEDULE.
CONTRACTOR SHALL PROVIDE ALL NECESSARV REPAIR, GRINDING AN�IOR LEVELING
OF THE CONCRETE SLAB TO ACCOMMODATE ALL FLOOR RNISHES PRIOR TO
INSTALLATION OF THE FINISH MATERIALS W ITH NO ADDITIONAL COST TO THE PROJECT.
THE MINIMUM LOCAL AREA SHALL BE ANY BAV DERNED BV COLUMN LMES.
UNLESS SHOWN OR NOTED OTHERW ISE, PROVIDE CONTROL OR CONSTRUCTION
JOINTS IN SLABS-ON-GRADE AT A MAXIMUM SPAGNG OF 36 TIMES THE SLAB
THICKNESS. PROVIOE JOINTS AT ALL W W MN LOCATIONS LOCATE JOMTS TO
ELIMINATE RE-ENTR4NT CORNERS AND TO CREATE S�UARE OR RECTANGULAR
SECTIONS W ITH MAXIMUM LONG SIDE TO SHORT SIDE RATIO OF LS TO 7.
CONTROL JOINTS IN SLABS ON GRADE SHALL NOT RECEIVE JOWT FlLLER MATERIAL
UNLESS NOTED OTHERWISE.
FINISH SLABS WITH FIBER REINFORCEMENT IN ACCORDANCE W ITH THE FIBER
MANUFACTURER'S RECOMMENDATIONS AND AS REQUIRED TO MINIMIZE FIBER
EXPOSUREATTHESLABSURFACE. FORSLABSWITHAPPLIEDFINISHESANDIOR
MATERIALS, INCLUDING POLISHE� CONCRETE FINISHES W HEN USED, REMOVE ALL
PROTRUDWG FlBERS PER THE FlBER MANUFACTURER'S RECOMMENDATIONS AND AS
REQUIRED TO PROPERLV INSTALL THE FINISHES ANDIOR MATERIALS. FOR SLABS
EXPOSED TO VIEW W THE COMPLETE� CONSTRUCTION, REMOVE ALL PROTRUDING
FlBERS PRIOR TO COMPLETION OF CONSTRUCTION PER THE RBER MANUFACTURER'S
RECOMMENDATIONS.
VAPOR BARRIER
VAPOR BARRIER SVSTEM SHALL HAVE A PERMEANCE OF 0.01 PERMS OR LESS W HEN
TESTE� IN ACCOROANCE W ITH ASTM En45 SECTION Z WSTALL, SEAL, INSPECT AND
REPAIR IN STRICT CONFORMANCE TO THE MANUFACTURER'S WRITTEN
REQUIREMENTS. WSTALL VAPOR BARRIER ONLV AT LOCATIONS SPECIFICALLV
INDICATED.
BASIS OF DESIGN: STEGO WRAP VAPOR BARRIER 15-MIL
CONCRETE MASONRV HAS BEEN DESIGNED IN ACCORDANCE WITH THE LATEST
EDITION OF THE BUILDING CO�E REOUIREMENTS FOR CONCRETE MASONRV
STRUCTURES ACI530.
( )
CONCRETE MASONRV SHALL CONSIST OF HOLLOW UNITS CONFORMING TO THE
REQUIREMENTS OF ASTM C90, WITH A MINIMUM NET AREA COMPRESSIVE STRENGTH
OF 2,800 PSI, UNO. CONCRETE MASONRV ASSEMBLAGES SHALL HAVE A MINIMUM
COMPRESSNE STRENGTH (F'M) OF 2,000 PSI AT 28 DAVS, UNO.
ALL MASONRV TO BE LAID IN RUNNING BOND. UNO. ALIGN CELLS TO ALLOW PROPER
REINFORCEMENT PLACEMENT AND GROUTING.
MORTAR SHALL BE TVPE S PROPORTIONED IN ACCORDANCE W ITH ASTM C2]0.
FIILLV MORTAR FACE SHELLS ON HEAD AND BED JOINTS. PROVIDE FULL MORTAR
COVER ON ALL WEBS AT GROUTED CELLS.
GROUT FOR REINFORCEO MASONRV SHALL BE PROPORTIONED IN ACCORDANCE WITH
ASTM C4I6 (MINIMUM 28-DAV COMPRESSIVE STRENGTH = 2,000 PSI, UNO). COARSE AND
FlNE AGGREGATES SHALL CONFORM TO ASTM C404. USE COARSE GROUT FOR ALL
GROUTING EXCEPT H IGH-LIFT POURS �EFINED BY ACI 530, W HERE FINE GROUT SHALL
BE USED.
GROUT SOLID ALL CELLS W ITH REINFORCEMENT.
GROUT SOLID ALL CELLS AT BELOW-GRADE CMU IN CONTACT W ITH SOIL.
PROVIDE 9-GAUGE GALVAMZED STEEL W IRE JOINT REINFORCEMENT IN ALL MASONRV
CONSTRUCTION. REMFORCEMENT SHALL BE CONTINUOUS AND BE LAPPED EIGHT
INCHES AT SPLICES. CUT REINFORCEMENT AT ALL CONTROL AN� EXPANSION JO WTS.
SPACE REINFORCEMENT AT 8" ON CENTER FOR PARAPETS AND BELO W GROUND
FLOOR ELEVATION. ELSEWHERE SPACE ftEMFOftCEMENTAT 16INCHES ON CEMER.
PROVIDE MASONRV CONTROL JOINTS AT 25'-0" OC MAXIMUM, UNO. LOCATE JOINTS IN
ACCORDANCE WITH NCMA TEK 10-2C "CONTROL JOINTS FOR CONCRETE MASONRV
WALLS - EMPIRICAL METHOD" AT OFFSETS, SETBACKS, WALL INTERSECTIONS,
CORNERS, CHANGES IN THICKNESS, CHANGES IN HEIGHT, OR EDGE OF OPENINGS.
GONGRETE SLABS ON METAL DECK
UNLE55INDICATED OTHERW ISE ON THE DR4W WGS. CONCRETE SLABS ON METAL
DECK SHALL BE PLACED AS REQUIRED TO MAINTAIN A CONSTANT SLAB THICKNESS.
UNLE55 NOTED OTHERWISE IT IS THE INTENT TO PLACE SLAB ON METAL �ECK
CONCFETE W ITHOUT THE NEED FOR TEMPORARV SHORING OF THE DECK, HOW EVER
IT IS THE CONCRETE CONTRACTOR'S RESPONSIBILITV TO VERIFV ALL DECK SPAN
CONDITIONS AN� CAPACITIES PRIOR TO CONCRETE PLACEMENT AND ENSURE THE
CONTRACTOR'S PLACEMENT MEANS AND METHODS W ILL NOT DAMAGE OR LOAD THE
DECK BEYOND IT CAPAQTV IN ANY INSTANCE.
CONTRACTOR SHALL ALLOW FOR THE DEFLECTION OF THE FLOOR ASSEMBLV DUE TO
THE WET WEIGHT OF THE CONCRETE WHEN CALCULATING CONCRETE pUANTITIES
AND SHALL INC WOE THE COST OF ALL REQUIRED SL4B-ON-DECK WNCRETE IN THE
BID PRICE.
PRIOR TO PLACEMENT OF CONCRETE SLABS ON METAL �ECK, THE CONTRACTOR
SHALL CAREFULLV REVIEW THE ELEVATIONS OF THE STRUCTURAL STEEL FRAMING,
INCLU� W G CAMBERED MEMBERS, FOR CONFORMANCE W ITH THE CONSTRUCTION
DOCUMENTS. CONTRACTOR SHALL NOTIFV THE STRUCTURAL ENGINEER OF ANV
DISCREPANqES (SUCH AS IMPROPER CAMBER, IMPROPER STEEL ELEVATIONS, ETC.)
IMMEDIATELV AND SHALL NOT BEGIN CONCRETE PLACEMENT W ITHOUT PRIOR
REVIEW BV THE STRUCTURAL ENGINEER.
ACTUAL CONCRETE SLAB THICKNESS SHALL NOT BE LESS THAN THE INDICATED
NOMINAL THICKNE55 AT ANY LOCATION. IF ANV CONDITION IS DISCOVEREO THAT
W OUL� PREVENT PLACEMENT OF CONCRETE TO THE NOMINAL THICKNESS;
CONTRACTOR SHALL NOTIFV THE STRUCTURAL ENGMEER IMMEDIATELV AND SHALL
NOT PROCEED WITH CONCRETE PLACEMENT WITHOUT PRIOR REVIEW BY THE
STRUCTURALENGINEER.
PROVIDE SLABS ON METAL DECK W ITH A SMOOTH TROWEL FINISH UNLESS NOTED
OTHERWISE.
CONTRACTOR SHALL REVIEW ALL REQUIRED FLOOR FINISH MATERIAL REQUIREMENTS
PRIOR TO PLACEMENT OF CONCRETE AND SHALL PROVIDE FLOOR SLAB FLATNESS
MEETING THE FINISH MATERIAL SUPPLIER'S WRITTEN REQUIREMENTS. FLATNESS
SHALL BE THE MORE STRINGENT OF THE FINISH MATERIAL REOUIREMENTS AND THE
FOLLOWING:
SEE THE SLAB ON METAL DECK RATNESS SCHEDULE
CONTRACTOR SHALL PROVIDE ALL NECESSARV REPAIR, GRINDING AND/OR LEVELING
OF THE CONCRETE SLAB TO ACCOMMODATE ALL FLOOR FlNISHES PRIOR TO
INSTALLATION OF THE FINISH MATERIALS WITH NO ADDITIONAL COST TO THE
PROJECT.
PLACE CONCRETE IN A MANNER 50 AS TO PREVENT SEGREGATION OF THE MIX.
DELAV FLOATING AND TROWELING OPERATIONS UNTIL THE CONCRETE HAS LOST
SURFACE WATER SHEEN OR ALL FREE WATER. DO NOT SPRMKLE FREE CEMENT ON
THE SLAB SURFACE.
PROVIDE CURMG OF CONCRETE SLABS ON METAL DECK AS REQUIRED TO
ACCOMMODATE FLOOR FINISHES AN� FINISH MATERIALS PER THE ARCHITECTURAL
DRAWINGS AND SPECIFICATIONS. REVIEW ALL FLOOR FINISH REQUIREMENTS PRIOR
TO PLACEMENTOF CONCRETE SLABSAND COORDINATE SLAB MIX, PLACEMENTAND
CURING TO COMPLV W ITH FlNISH FLOORING MATERIAL MANUFACTURERS
REQUIREMENTS.
CURING PROCEDURES SHALL COMPLV W ITH ACI302.iR AND USE OF CURING
MATERIALS SHALL BE APPLIED IN STRICT ACCORDANCE W ITH MANUFACTURER'S
REQUIREMENTS. MOISTURE RETENTION COVERS, IF USED, SHALL BE APPLIED FLAT
AND SMOOTH TO RESULT IN A UNIFORM APPEARANCE AND MINIMIZE SURFACE
MARKINGS ANO BLEMISHES.
UNLESS NOTED OTHERW ISE, OR UNLESS MORE STRINGENT REpUIREMENTS APPLV,
CURE SLABS ON METAL DECK AS FOLLOWS:
SLABSRECEIVINGROORCOVERWGMATERIALS: MOISTCUREAMINIMUMOF�
DAVS (OR, IF APPROVED BV FLOOR FINISH MATERIAL MANUFACTURER, USE ASTM
C309, TYPE 1, CLASS B, WATERBORNE MEMBRANEFORMING WRING COMPOUND,
DISSIPATING�. REMOVAL OF CURING COMPOUND MATERIAL, IF REqUIRED FOR
PROPER INSTALLATION OF FLOOR FINISH MATERIALS, SHALL BE PERFORMED BV
THECONCRETECONTRACTOR.
EXPOSEO SLABS: USE ASTM C1315, TVPE 1, CLA55 A, WATERBORNE, MEMBRANE-
FORMING CURMG AND SEALING COMPOUND.
FINISH SLABS W ITH FIBER REINFORCEMENT IN ACCOR�ANCE WITH THE FIBER
MANUFACTURER'S RECOMMENDATIONS AND AS REQUIRED TO MINIMIZE FIBER
EXPOSUREATTHESLABSURFACE FORSLABSWITHAPPLIEDFlNISHESAND/OR
MATERIALS, INCW DING POLISHED CONCRETE FINISHES WHEN USED, REMOVE ALL
PROTRUDING FIBERS PER THE FIBER MANUFACTURER'S RECOMMENDATIONS AND AS
RWUIREDTOPROPERLYINSTALLTHEFlNISHESAND/ORMATERIALS FORSLABS
EXPOSE� TO VIEW IN THE COMPLETED CONSTRUCTION REMOVE ALL PROTRUDING
FIBERS PRIOR TO COMPLETION OF CONSTRUCTION PER THE FIBER MANUFACTURER'S
RECOMMENDATIONS.
REINFORQNG STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 AND
SHALL HAVE A MINIMUM VIELD STRENGTH OF 60,000 PSI, UNO.
REINFORQNG BAR DETAILING, FABRICATING, AND PLACING SHALL CONFORM TO THE
LATEST EDITION OF THE FOLLOW MG STANDARDS: ACI 301, ACI 315, ACI 318, ACI
DETAILING MANUAL (SP66), AND CRSI MANUAL OF STANDARD PRACTICE.
THE CONTRACTOR SHALL PROVIOE BAR SUPPORTS AN� SPACERS AS REQUIRED TO
MAINTAIN PROPER SUPPORT AND POSITIONING OF THE REINFORCING STEEL
THROUGHOUT CONCRETE PLACEMENT OPERATIONS. DESIGN OF THE SUPPORT
SVSTEM SHALL BE THE RESPONSIBILITV OF THE CONTRACTOR.
UNLESS A GREATER AMOUNT OF COVER IS INDICATE� ON THE �RAW INGS, PROVI�E
THE FOLLOW ING MINIMUM CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS:
CONCRETE CAST AGAINST EARTH: 3 W CHES
FOUNDATION TOP REINFORCEMENT: 2 WCHES
FOUNDATION BOTTOM AND SI�E REINFORCEMENT: 3 WCHES
WALL REWFORCEMENT-k5 AND SMALLER: 1-1/2 W CHES
WALLREINFORCEMENT-#6ANDLARGER 2WCHES
ELEVATEDSLABTOPREWFORCEMENL 2WCHES
ELEVATED SLAB BOTTOM REWFORCEMENT: 1 WCH
BEAM TOP REINFORCEMENT: 2-1/2 WCHES
BEAM BOTTOM REINFORCEMENT: 2 WCHES
BEAM STIRRUPS AT TOP: 2 W CHES
COWMNLONGITUDINALREWFORCEMENT 2WCHE5
COWMN TIES: 1-V2INCHES
SLABONMETALDECKREINFORCEMENT: SEEOETAILS
REINFORCING STEEL SHALL NOT BE TACK WELDED, W ELDED, HEATE� OR CUT
UNLESS INDICATED ON THE CONTRACT DOWMENTS OR APPROVED BV THE
STRUCTURALENGMEER.
LAP SPLICES SHALL BE TENSION LAPS IN ACCORDANCE W ITH SPLICE/EMBEDMENT
TABLES,UNO.
ALL 90 DEGREE AND 180 DEGREE BENDS SHOWN ON THE DRAW INGS SHALL BE
STANDARDHOOKS,UNLESSNOTEDOTHERWISE.
PROVI�E CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL BARS AT
CORNERS OF ALL WALLS AND GRADE BEAMS. LAP SPLICE CORNERS BARS W ITH
STRAIGHT BARS.
UNLESS OTHERW ISE SHOWN OR NOTED, PROVIDE 2-#5 BARS (ONE EACH FACE)
AROUN� UNFRAMED OPENINGS M CONCRETE WALLS AND GRADE BEAMS. PLACE
BARS PARALLEL TO THE SIDES OF THE OPENING AND EXTEND 24" BEVOND CORNERS.
CORNERSTONE
�
■■
�
Or�ntr..: "r..•.
■ STRUCTUREPOINT
nc
�
CARMEL MEDICAL
ARTS PAVILION
12174 N. Meridian Street
Carmel, Indiana 46032
� +r
m: No.
q�11200647
9� STFTE Of /
� � "�.
�
OS122/20
CERTIFIED BY
ISSUANCE INDEX
DATE:
05.22.2020
PROJECT PHASE:
CONSTRUCTION DOCUMENTS
GENERALNOTES
S002
Project Number 2019.00780