HomeMy WebLinkAboutS00.01 - GENERAL NOTES�
m
U
E
�
a
m
w
�
DESIGN CRITERIA AND LOADS
1. STRUCTUREHASBEENDESIGNEDTOCOMPLVWITH:
IBC 2012
ASCE/SEI ]- 10
ACI 318- 11
ACI 530- 11
AI00360- 10 �LRFDJ
AWS D1.1
AI51 5100
2. RISK CATEGORV II
3. SEISMIC:
SEISMICDESIGNCATEGORV B
IMPORTANCEFACTOR 1.0
SOIL CLASSIFICATION PER
GEOTECHNICALREPORT C
Ss 0.152 g
& 0-083 g
Sm 0.121 g
Sei 0.094 g
SEISMICFORCERESISTINGSVSTEM STEELSVSTEMSNOTSPECIFICALLVDETAILED
FOR SEISMIC
R 3
Ca 3
f10 3
ANALVSISPROCEDURE EQUNALENTLATERALFORCE
BASESHEAR,STRENGTHLEVEL V=C�xW=0.0405x380KIP5=154KIP5
4. WIND'.
BASICWINDSPEED 115MPH
IMPORTANCEFACTOR 1.0
EXPOSURECLASS C
MWFRSDESIGNPRESSURE 33PSF
NETROOFUPLIFTPRESSURE 21PSFATFlELDCONDITION[LC:0.9DL+I.OWL]
32 PSF AT 8'-0" OR LESS FROM EDGE [LC'. 0.9DL + 1.OW L]
C&C DESIGN PRESSURE
AREA(SF) ZONE4 ZONE5
10 33 8 PSF 41.5 PSF
50 30S PSF 35.1 PSF
200 2].8 PSF 29.6 PSF
500 260 PSF 26.0 PSF
s. sNow:
GROUNDSNOW 20PSF
SNOW EXPOSUREFACTOR 1.0
THERMALFACTOR 1.0
IMPORTANCEFACTOR 1.0
FLALROOFSNOW 20PSF
DESIGN SNOW 20 PSF
DRIFTINGSNOW REFERTOSNOWDRIFTPLANONS00.02
GENERAL
1. NEITHERTHEPROFESSIONALACTIVITIESOFTHEENGINEER,NORTHEPRESENCEOFTHE
ENG W EER OR THEIR EMPLOV EES AND SUBCONSULTANTS AT THE CONSTRUCTION SITE,
SHALL RELIEVE THE CONTRACTOR AND ANV OTHER ENTITV OF THEIR OBLIGATIONS,
DUTIES AND RESPONSIBILITIES INCLUDWG BUT NOT LIMITED TQ CONSTRUCTION MEANS,
METHODS,SEQUENCE,TECHNIQUESORPROCEDURESNECESSARYFORPERFORMING,
SUPERWTENDING OR COORDINATING ALL PORTIONS OF THE CONSTRUCTION WORK IN
ACCORDANCE W ITH THE CONTRACT DOCUM ENTS AND ANV HEALTH OR SAFETV
PRECAUTIONS REQUIRED BV ANV REGULATORV AGENCIES. THE ENGWEER AND THEIR
PERSONNEL HAVE NO AUTHORITV TO EXERQSE ANV CONTROL OVER ANV
CONSTRUCTION CONTRACTOR OR OTHER ENTITV OR THEIR EMPLOVEES IN CONNECTION
W ITH THEIR W ORK OR ANV HEALTH OR SAFETY PRECAUTIONS. THE CONTRACTOR IS
SOLELY RESPONSIBLE FOR THE JOBSITE SAFETV. THE ENGW EER AND THE ENGWEER'S
CONSULTANTS SHALL BE MADE ADDITIONAL INSUREDS UNDER THE CONTRACTOR'S
GENERAL LIABILITY INSURANCE POLICV.
2 ALL�RAWINGSANDSPECIFICATIONSARECONSIDEREDTOBEAPARTOFTHECONTRACT
DOCUMENTS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND
COORDINATION OF ALL DRAW INGS AN D SPECI FICATIONS PRIOR TO THE START OF
CONSTRUCTION. ANV DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT OF RECORD (AOR) PRIOR TO THE START OF CONSTRUCTION 50 A
CLARIFICATION CAN BE ISSUED. ANV WORK PERFORMED IN CONFLICT WITH THE
CONTRACT DOCUMENTS OR AN V CODE REQUIREMENTS SHALL BE CORRECTED BV THE
CONTRACTOR AT THEIR OW N EXPENSE AN D AT NO EXPENSE TO THE OW NER OR AOR.
3. ALL DIMENSIONSAND SITE CONDITIONS SHALL BE VERIFIED BV THE CONTRACTOR AT THE
JOBSITE PRIOR TO CONSTRUCTION, START OF SHOP DRAW INGS, START OF
CONSTRUCTION, AND/OR FABRICATION OF MATERIALS. IF DISCREPANCIES ARE
ENCOUNTERED, OR CONDITIONS DEVELOP THAT ARE NOT COVERED BV THE CONTRACT
DOCUMENTS, THE AOR SHALL BE NOTIFlED FOR CLARIFlCATION.
4. CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR THE PROTECTION AND REPAIR
OF ADJACENT EXISTW G SURFACES AN D AREAS W HICH MAV BE DAMAGED AS A RESULT
OF NEW WORK.
5. STRUCTURAL DRAWINGS INCLUDE DESIGN REQUIREMENTS AND DIMENSIONS FOR
STRUCTURAL W TEGRITV BUT DO NOT SHOW ALL DETAI L DIM ENSIONS TO FlT WTRICATE
ARCHITECTURAL AND M ECHAN ICAL DETAILS. CONTRACTOR SHALL SO CONSTRUCT THE
WORK 50IT WILL CONFORM TO THE CLEARANCES REQUIRED BV ARCHITECTURAL,
MECHANICALAND ELECTRICALDESIGN.
6. ALLSVMBOLSANDABBREVIATIONSUSEDONTHEDRAWINGSARECONSIDEREDTOBE
CONSTRUCTION STANDARDS. IF CLARIFICATION IS REQUIREq THE CONTRACTOR SHALL
NOTIFV THE AOR PRIOR TO PROCEEDWG W ITH THE WORK.
]. DONOTSCALEDRAWINGS.PRWTEDDIMENSIONSHAVEPRECEDENCEOVERSCALED
DRAWWGSANDLARGE-SCALEOVERSMALLSCALEDRAWWGS. CONTRACTORTO
DETERM W E FlNAL DIM ENSION W ITH AOR.
6. TVPICALDETAILSSHALLAPPLVUNLESSSPECIFICALLVDETAILEDOTHERWISE.WHERENO
DETAILS ARE GNEN, CONSTRUCTION SHALL BE AS SHOW N FOR SIM ILAR W ORK.
9. THECONTRACTDOCUMENTSANDSPECIFICATIONSREPRESENTTHEFINISHED
STRUCTURE THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE
CONTRACTOR SHALL PROVIDE ALL MEASURES N ECESSARV TO PROTECT THE STRUCTURE
AND SAFETV OF WORKMEN DURWG CONSTRUCTION. SUCH MEASURES SHALL INCLUDE,
BUT NOT BE LIM ITED TO, BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION
EQUIPMENT, ETC.OBSERVATION VISITS TO THE SITE BV THE AOR OR STRUCTURAL
ENGINEER OF RECORD (SEOR) SHALL NOT INCLUDE INSPECTION OR APPROVAL OF THE
ABOVE ITEMS AND DOES NOT IN ANV WAV RELIEVE THE CONTRACTOR OF THEIR
RESPONSIBILITIES FOR THE ABOVE.
10. SEEARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR DETAILS,
CONDITIONS, PITS, TRENCHES, PADS, DEPRESSIONS, ROOFIFLOOR OPENINGS, STAIRS,
SLEEVES, ITEMS TO BE EMBEDDED OR ATTACHED TO STRUCTURAL ELEMENTS, ETC., NOT
SHOW N ON THE STRUCTURAL DRAW I NGS.
11. ESTABLISH AND VERI FV ALL OPEN W GS AND INSERTS FOR MECHAN ICAL, ELECTRICAL AND
PLUMBING W ITH APPROPRIATE TRADE CONTRACTORS. OPEN ING SIZES AND LOCATIONS
SHOWN FOR DUCTS, PIPE, INSERTS AND OTHER PENETRATIONS WHEN SHOWN ARE FOR
GENERAL INFORMATION ONLV AND SHALL BE VERIFIED PRIOR TO FORM WG.
12. NO HOLES, NOTCHES, BLOCKOUTS, ETC. ARE ALLOWED IN STRUCTURAL ELEMENTS
UNLESS SPECIFICALLV DETAILED ON THE STRUCTURAL DRAW WGS OR APPROVED BV THE
SEOR.
13. BEFORE SUBM ITTW G A PROPOSAL FOR THIS W ORK, FACH BIDDER SHALL VISIT THE
PREMISESAND BECOME FULLYACQUAINTED WITH THE EXISTING CONDITIONS,
TEMPORARV CONSTRUCTION REQUIRED, QUANTITIES AND TVPE OF EQUIPMENT, ETG THE
BID SHALL INCLUDE ALL SUMS REQUIRED TO DO THE WORK W ITHIN THE EXISTWG
CONDITIONS.
14. SHOP DRAW WGS SHALL BE REVIEW ED AND COORDINATED PRIOR TO SUBMITTWG TO THE
AOR EACH SHOP DRAWING SUBMITTED SHALL BE STAMPED INDICATING REVIEW BV THE
CONSTRUCTION MANAGER/GEN ERAL CONTRACTOR AND REVI EW BV THE AOR SHALL NOT
BEGIN UNTIL THIS IS COMPLETE. W ORK SHALL NOT BEG IN W ITHOUT REVIEW BV THE
AOPoSEOR.
15. SHOP DRAW W GS SHALL BE REVI EW ED BV THE AOR/SEOR FOR GENERAL CON FORMANCE
WITH DESIGN CONCEPTONLV. NOTATIONS MADE BV THEAOR/SEOR ON THE SHOP
DRAW INGS DO NOT RELIEVE THE CONTRACTOR FROM COMPLVING W ITH THE
REQUIREMENTS OF THE DRAW WGS AND SPECIFlCATIONS.
i 6. ELEVATIONS ARE BASED ON THE FIRST FLOOR ELEVATION OF (t0' - 0") W HICH IS
EQUNALENT TO CNIL ELEVATION (89810)-
EARTH W ORK
L FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL REPORT DATED AUGUST
14, 2018 BV PATRIOT ENGINEERING AND ENVIRONMENTAL, INC. REPORT IS ON FlLE
W ITH THE AOR.
2. SOILPROPERTIESPERTHEGEOTECHNICALREPORT:
ALLOWABLE NET SOIL BEARWG PRESSURE:
SPREAD FOOTINGS 2000 PSF
CONTINUOUSFOOTINGS 1500PSF
FROST DEPTH 2 FT (HEATED)
25FT�UNHEATED)
3. FOUNDATIONDESIGNASSUMESTHATUNACCEPTABLEFILLMATERIALWILLBE
REMOVED AN D REPLACED UP TO FOOTING BEARING ELEVATIONS W ITH
ENGINEERED FlLL PER THE GEOTECHNICAL RECOMMENDATIONS. CONTRACTOR
SHALL PROVIDE FOR DESIGN, PERMITS, AND INSTALLATION OF SHORWG AND/OR
SHEETING REQUIRE� FOR OVER-EXCAVATION.
4. ALL EXCAVATIONS SHALL BE PROPERLV AND SAFELV BACKFlLLED. DO NOT PLACE
BACKFlLL BEHIND RETAININGIBASEMENT WALLS BEFORE CONCRETE HAS
ATTAINED SPEGFIED COMPRESSNE STRENGTH. CONTRACTOR SHALL BRACE OR
PROTECT ALL WALLS BELOW GRADE FROM LATERAL LOADS UNTIL SUPPORTWG
FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAW ED ADAY STRENGTH
MINIMUM. BACKFlLLING IS NOT PERMITTED FOR FOUNDATION WALLS UNTIL
SUPPORTED SLAB TOP AN D BOTTOM IS IN PLACE OR THE WALL IS ADEQUATELV
BRACED TO RESIST LATERAL LOADS. CONTRACTOR SHALL PROVIDE FOR DESIGN,
PERMITQ AND INSTALLATION OR SHORING AND/OR SHEETING.
RELEASED FOR CONSTRl1CTI0N �Eo WHEN Ex�A�AT�N� oR �RAo�N� Ao�A�ENT
ROVEMENTS TO NOT DAMAGE OR UNDERMINE
Su6jec��ocompliancewithallregula�ions LITIES,ETC.
of Sla�e antl Local Codes iE CLAVEV SOILS AT THE TIME OF COMPACTION
CityofCarmel �PTIMUMMOISTURECONTENT.
rl
`��¢m�' lamn�Ml1 �
onrE: 12/31/19
8. ANVIMPORTFILLSOILREQUIREDSHALLHAVEALOWPOTENTIALFOREXPANSION
AND SHALL BE APPROVED BV THE GEOTECHNICAL ENGINEER OF RECORD PRIOR
TOIMPORTWG.
9. ALLSITEWORKSHALLBEPERFORMEDUNDERTHEINSPECTIONOFTHESPECIAL
INSPECTION AGENCV. VARIATIONS IN SITE CONDITIONS AND THE GEOTECHNICAL
REPORT SHALL BE REPORTED TO THE AOR/SWR FOR CLARIFlCATIONS PRIOR TO
PROCEEDING.
10. FOR TRENCHES OR EXCAVATIONS FNE FEET OR MORE IN DEPTH WTO WHICH A
PERSON IS REQUIRED TO DESCEND, THE CONTRACTOR IS TO OBTAIN THE
NECESSARV PERMITS FROM THE STATE OF CALIFORNIA, DNISION OF INDUSTRIAL
SAFETY. PRIOR TO THE START OF EXCAVATION.
REINFORCING STEEL
1. CONCRETE REINFORCWG STEEL SHALL BE HIGH STRENGTH NEW BILLET STEEL
CON FORMING TO THE FOLLOW ING STANDARDS:
DEFORMEDBARS ASTMA615,GR60 Fy=60K51
WELDEDWIREREINFORCING ASTMA1064 Fy=65K51
2. MINIMUMCONCRETECOVERSHALLBEPROVIDEDASFOLLOWSTOTHE
OUTERMOST REINFORCWG BARS:
CAST AGAINST AND PERMAN ENTLV IN CONTACT W ITH GROUN D 3"
EXPOSED TO W EATHER OR IN CONTACT W ITH GROUND
d6 BARS OR LARGER 2"
k5 BARS OR SMALLER 1 1/2"
3. BARSPLICESSHALLBEPROVIDEDWHEREINDICATEDONTHEDRAWWGS.ALL
SPLICES SHALL BE CLASS'B'AS DEFINED IN ACI316.IF SPLICE LENGTH IS NOT
GNEN ON THE DRAWINGS, PROVIDE LAP LENGTH QN INCHES) AS FOLLOWS:
3000 PSI CONCRETE 4000 PSI CONCRETE
BAR OTHER
SIZE
tKi 22
#4 29
i35 36
k6 43
#1 63
TOP OTHER TOP
28 19 25
38 25 33
41 31 41
56 31 49
81 54 11
LAP LENGTHS ASSUME CLEAR SPACING BEPNEEN BARS OF 2 BAR DIAMETERS, AN D
A MINIMUM COVER OF 1 BAR DIAMETER. FOR DEVELOPMENT LENGTHS, DIVIDE BV
1.3. TOP BARS ARE DEFlNED AS HORIZONTAL BARS W ITH MORE THAN 1'-0" OF
FRESHCONCRETEBELOW.
CAST-IN-PLACE CONCRETE
1. CONCRETESTRENGTHSSHALLCONFORMTO:
INTENDED USE ZS-DAY MAX WIC aE SLUMP
STRENGTH (PSI) RATIO
FOOTINGS 3000 045 N/A 1"-4"
FOUNDATIONS 4000 OAS 58% �"-0"
SLAB-ON-GRADE 3000 QS N/A 4"-6"
2 SLAB ON GRADE CONSTRUCTION:
LOCATE SAW CUT CONTROLJOINTS ALONG COLUMN LINES WITH INTERMEDIATE
JOINTS SPACED PER THE TABLE BELOW, UNO. SLAB PANELS SHALL HAVEA
MAXIMUM LENGTH TO W IDTH RATIO OF 1.5:1. PROVIDE ADDITIONAL CONTROL
JOINTS AT ALL RE-ENTRANT CORN ERS.
THICKNESS MAX JOINT
(IN) SPACING (FT)
4 12
3. CROSSREFERENCEARCHITECTURALANDSTRUCTURALDRAWINGSTOASSURE
PROPER DIMENSIONS AND PLACEMENT OF ALL ANCHOR BOLTS, INSERTS,
NOTCHES, E�GES OF WALLS/GRADE BEAMSAND PIERS.
4. UNO,ALLFOOTWGSSHALLBECENTEREDUNDERWALLS,PIERSORCOLUMNS.
5. DO NOT PLACE PIPES, DUCTS, REGLETS OR CHASES IN STRUCTURAL CONCRETE
W ITHOUT APPROVAL OF THE SEOR THROUGH THE AOR.
6. NOTIFVTHEAOR/SEOR48HOURSMINIMUMPRIORTOALLPOURS.
1. GENERAL CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR SIZE, LOCATION AND
HEIGHT OF MECHANICAL EQUIPMENT PADS ON CONCRETE SLAB ON STEEL DECK
AND SLAB-ON-GRADE.
MASONRY
1. MINIMUM28-DAVCOMPRESSNESTRENGTHSFORMASONRVCONSTRUCTION
SHALL BE:
DESIGN ASSEMBLV STRENGTH, fm 2000 P51
INDNIDUALCONCRETEMASONRVUNITS 2800PSI
MORTAR 1600 PSI
GROUT 2000 PSI
2 MASONRVMATERIALSSHALLCONFORMTOTHEFOLLOWWGSTANDARDS:
CONCRETE MASONRY UNITS (CMU) ASTM C90, GRADE N-1
MORTAR ASTM C2]0, TVPE S
GROUT ASTM C4]6
REWFORGNGSTEEL ASTMA615,GR60
PLATE AND BENT BAR ANCHORS ASTM A36
SHEETMETALANCHORSANDTIES ASTMA1008
W IRE MESH TIES ASTM A1064
WIRETIESANDANCHORS ASTMA951
ANCHOR BOLTS ASTM A30�, GRADE A
3. BARSPLICESSHALLBEPROVIDEDWHEREINDICATEDONTHEDRAWINGS.IF
SPLICE LENGTH IS NOT GIVEN ON THE DRAW WGS, PROVIDE LAP LENGTHS QN
INCHES) AS FOLLOWS EXCEPT BARS LARGER THAN 7f9 SHALL BE MECHANICALLV
SPLICED:
4. GROUTSOLIDALLJAMBSFULLHEIGHTWLOADBEARWGMASONRVWALLSTO
UNDERSIDE OF LINTEL EXTEND GROUTED JAMB FROM FACE OF MASONRY
OPENING AT LEAST EQUAL TO THE BEARING LENGTH OF THE LINTEL BEVOND THE
OPENWG PLUS B INCHES.
5. PROVIDEAMINIMUMOFIINCHGROUTBEPNEENMAINREWFORCINGAND/OR
BOLTS AND MASONRV UNIT FACE. VERTICAL REINFORCEMENT SHALL BE
CENTERED IN WALL, UNO.
6. COORDINATEANVUNIDENTIFIEDPIPEORDUCTPASSWGTHROUGHSTRUCTURAL
MASONRV WALLS, UNLESS NOTED OR DETAILED SPECIFlCALLV.
LINTELS
1. PROVIDE LINTELS OVER ALL OPENINGS AND RECESSES IN MASONRV
CONSTRUCTION.
2. PENETRATIONS NOT IDENTIFlED ON THE DOCUMENTSARE TO BE TREATED IN A
MANNER SIMILAR TO THE IDENTIFlED LOCATIONS. LINTELS OCCURRING IN
EXISTWG BEARW G WALLS ARE TO BE SIZED ACCORDWG TO SIMILAR CONDITIONS
AND SPANS IN THE NEW CONSTRUCTION. LINTELSARE NOT REQUIRED OVER
OPENINGS 12" W IDE OR LESS AND AT LEAST 1 COURSE BELOW THE TOP OF WALL.
3. LINTELS IN NON-BEARING MASONRY CAN BE SIZED PER THE FOLLOWING.
STEEL OPTION
SPAN (FOR EACH 4" OF
MASONRY WIDTH)*
0'-0"T02'-0" Sli6"PLATE
2'-0"T04'-0" I L8x3112x5118(LLH)
4'-0" TO 6'-0" � L8x4x5118 (LLH)
TO1o'-o^ I Lsxsx5li6
' ALL ANGLES THATARE BACK-TO-BACK SHALL BE W ELDED TOP AND BOTTOM 3"
AT 12" OC MINIMUM.
4. BOTTOMPLATESIZESHALLBEAMINIMUMOF3/B"THICKANDAWIDTHOF3/4"LESS
THAN THE FlELD VERIFlED WALL THICKNESS, UNO. THE PLATE SHALL BE THE FULL
LENGTH OF THE LINTEL MEMBER.
5. ALLLWTELSSHALLHAVEAMINIMUMOFB"ENDBEARINGANDDONOTREQUIRE
BEARWG PLATES, UNO.
6. ALL LWTELS W EXTERIOR WALL CONSTRUCTION SHALL BE HOLDIP GALVANIZED,
UN�.
POST-INSTALLED ANCHORS
1. ANCHORSSERVINGASTHEBASISOFDESIGNARESHOWNONTHEDRAWINGS.
ACCEPTABLE ALTERNATNE ANCHORS MAV BE SUPPLIED PROVIDED THE QUANTITV
AND CONFIGURATION MATCH THE CAPACITV OF THE DESIGN ANCHOR QUANTITV
AND CONFlGURATION. ANY ALTERNATES ARE TO BE SUBMITTED TO THE SEOR FOR
REVIE W. INSTALL IN ACCORDANCE W ITH MANUFACTURER'S W RITTEN
INSTRUCTIONS. BELOW SUMMAPoZES EACH ANCHOR TVPE USED ON THE
PROJECT.
2. MECHANICALANCHORS:
EXPANSIONANCHORS
ANCHORED BASIS OF DESIGN ACCEPTABLE ALTERNATES
INTO
GROUTED MLTIKWIKBOLT3 DEWALTPOWERSTUD+SD1
MASONRY SIMPSON WEDGEALL
UNCRACKED DEW ALT POW ER STUD+ SD2
CONCRETE MLTIKWIKBOLT3 REDHEADTRUBOLT+
SIMPSON STRONG BOLT2
CRACKED DEW ALT POW ER STUD+ SD2
CONCRETE MLTIKWIKBOLTTZ REDHEADTRUBOLT+
SIMPSON STRONG BOLT2
THREADED SCREW ANCHORS
ANCHORED BASIS OF DESIGN ACCEPTABLE ALTERNATES
INTO
GROUTED MLTIKWIKHUS-EZ DEWALTWEDGE-BOLT+
MASONRY SIMPSON TITEN HD
UNCRACKED HILTIKWIKHU&EZ DEWALTPOWERSCREW-BOLT+
CONCRETE SIMPSON TITEN HD
CRACKED HLLTIKWIKHU&EZ DEWALTPOWERSCREW-BOLT+
CONCRETE SIMPSON TITEN HD
3. ADHESIVEANCHORS:SHALLCONSISTOFDEFORMEDREINFORCWGBARSOR
ASTM A193 GRADE B1 RODS, HEAVV DUTY NUTSAND WASHERSAND APNO
COMPONENTSTRUCTURALADHESNE.WHEREANCHORINGINTOHOLLOW
MASONRV, A SCREEN TUBE SHALL BE PROVIDED.
ANCHORED BASIS OF DESIGN ACCEPTABLE ALTERNATES
INTO
HOLLOW MLTIHIT-HV2]0 DEWALTAC100+GOLD
MASONRY SIMPSON SET-XP
GROUTED DEWALTAC 100+GOLD
MASONRV HILTI HIT-HV 210 RED HEADAI ACRVLIC
SIMPSON SET-XP
CONCRETE MLTIHIT-HV200 DEWALTAC200t
SIMPSON SET3G
4. CRACKE�CONCRETEREPRESENTSALLCONCRETEFORPROJECTSLOCATEDIN
SEISMIC DESIGN CATEGORY C OR HIGHER, TENSLLE ZON ES SUCH AS BOTTOMS OF
BFAMS AND SLABS, OR WHERE NOTED ON THE DRAWINGS.
STEEL
1. STRUCTURALSTEELSHALLCONFORMTOASTMSTANDARDSASNOTEDBELOW:
WIDE FLANGE SHAPES ASTM A992 Fy=50 KSI
OTHER ROLLED SHAPES ASTM A36 Fy=36 KSI
PIPE SECTIONS ASTM A53, GR B Fy=35 KSI
HSSSECTIONS,ROUND ASTMA500,GRB Fy=42KS1
HSSSECTIONS,SQ/RECT ASTMASOO,GRB Fy=46KSI
BASEANDCONNECTIONPLATES ASTMA36 Fy=36K51
ANCHOR RODS ASTM F1554, GR 36 Fy = 36 KSI
HIGH STRENGTH BOLTS ASTM F3125, GR A325 W= 120 K51
HIGH STRENGTH BOLTS ASTM F3125, GR A490 Fv = 150 KSI
HIGH STRENGTH TW IST-OFF BOLTS ASTM F3125, GR F1852 Fv = 120 KSI
HIGH STRENGTH PNIST-0FF BOLTS ASTM F3125, GR F2260 W= 150 K51
HEAVYHEXNUTS ASTMA563
WASHERS ASTM F436
HEADEDSTUDS ASTMA106,TYPEB
ELECTRODESFORARCWELDING AW55.1,E10XX
2. HIGHSTRENGTHBOLTSSHALLBEINSTALLEDINACCORDANCEWITHAISC
"SPECIFlCATIONS FOR STRUCTURAL JOWTS USING HIGH-STRENGTH BOLTS".
REFER TO DETAILS FOR BOLT SIZE AND MATERIAL ASTM DESIGNATION.
3. USETENSION-CONTROL,"TWISLOFF",BOLTSFORALLHIGHSTRENGTHBOLTS
REQUIRWG FULL TENSION AS INDICATED ON THE DRAW WGS.
4. ALLHIGHSTRENGTHBOLTSSHALLCONFORMTOASTMF3125,GRADEA3255C,
UNO. FOR ALL DRAG STRUT BOLTS, HIGH STRENGTH BOLTS SHALL CONFORM TO
ASTM F3125, GRADE A490SC.
5. STANDARD BOLT HOLES IN STEEL SHALL BE 1I161NCH LARGER IN DIAMETER THAN
NOMINAL SIZE OF BOLT USED, UNO.
6. BOLTS IN SLOTTED HOLES SHALL BE LOCATED IN THE CENTER OF THE HOLE
AFTER FlELD ASSEMBLV IS COMPLETE, UNLESS DETALLED OTHERW ISE.
]. WELD LENGTHS INDICATED ON THE DRAWINGS ARE THE NET EFFECTNE LENGTH
REQUIRED. W HERE FlLLET W ELD SVMBOL IS GNEN W ITHOUT IN DICATION OF SIZE,
USE MINIMUM SIZE WELDSAS SPECIFIED IN AISC 360, SECTION J2A.
6. FlELD CONNECTIONS SHALL BE WELDED OR BOLTED. SHOP CONNECTIONS SHALL
BE W ELDED, UNO. W ELDS IN DICATED W ITH A SHOP W ELD SVMBOL MAV BE MADE
IN THE FIELD W ITH THE APPROVAL OF THE SEOR LOCATIONS OF ALL FIELD W ELDS
SHALL BE CLFARLY SHOWN ON THE SHOP DRAWINGS. WELDS SHALL BE
DESIGNED TO BE FULLV EQUNALENT IN STRENGTH TO BOLTED CONNECTIONS
DETAILED TO MINIMIZE BENDWG IN THE CONNECTION.
9. REFERTODRAWINGSFORDETAILOFDECKOPENINGS.REFERTO
ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAW WGS, ETG FOR EXACT
S¢E, LOCATION, AN D COUNT OF REQUIRED OPENINGS.
10. CUTS, HOLES, OPENWGS, ETC., REQUIRED IN STRUCTURALSTEEL MEMBERS FOR
THE WORK OF OTHER TRADES SHALL BE SHOW N ON THE SHOP DRAW INGS.
BURNING OF HOLES AND CUTS W THE FIELD SHALL NOT BE ALLOW ED, EXCEPT BV
W RITTEN AUTHORIZATION FROM THE SEOR. NO HOLES SHALL BE CUT IN
STRUCTURAL STEEL BV OTHER TRADES UNLESS SHOW N ON STRUCTURAL
DRAW INGS OR APPROVED IN W RITING BV THE SEOR.
11. ALL LATERAL LOAD RESISTANCEAND STABILITY OF THE BUILDING IN THE
COMPLETED STRUCTURE IS PROVIDED BV BRACED FRAMES W EACH
ORTHOGONAL DIRECTION. REFER TO PLANS FOR LOCATIONS. THE ROOF DECKS
SERVEAS HORIZONTAL DIAPHRAGMS DISTRIBUTING THE LATERAL WINDAND
SEISMIC FORCES TOTHE VERTICAL LATERAL ELEMENTS WHICH IN TURN CARRV
THE LOAD TO THE BUILDWG FOUNDATIONS.
STEELJOISTS
1. ATTACHSTEELJOISTTOSUPPORTASFOLLOWS:
DETAILS WITH WELD DETAILS WITH BOLT MINIMUM END
INFORMATION INFORMATION BEARING (IN)
JOIST FILLET WELD BOLT DIAMETER BOLT
PE/SERIES WELD SIZE LENGTH (IN) (IN) MATERIAL STEEL MASONRY
K 1/8 2 1/2 A30] 21/2 4
W HERE W ELDS OR BOLTS ARE INDICATED, W ELDIBOLT TO BE INSTALLED ON BOTH
SIDES OF JOIST SEAT.
2. DESIGNJOISTSEATFORi600LB�1.OWL)ROLLOVERLOADFORKSERIESJOISTONLY.
3. JOISTS SHALL BE DESIGNED FOR A MAXIMUM LIVE LOAD DEFLECTION OF IJ360, UNO.
4. PROVIDE BRIDGING PER SJI SPECIFICATIONS. DESIGN AND PROVIDE UPLIFT BRIDGING
TO WITHSTAND A NET UPLIFT PRESSURE AS INDICATED WITHIN THE DESIGN CRITERIA
AND LOADS NOTES. W HERE BRIDGING INTERFERES W ITH MECHANICAL OR OTHER
TRADE INSTALLATIONS, THE FABRICATOR SHALL REMOVE THE BRIDGWG AFTER THE
STEEL DECK IS IN PLAC E AND REPLACE AS DIRECTED BV THE JOIST MANUFACTURER.
5. ERECTORSHALLFOLLOWMANUFACTURER'SANDSTEELJOISTINSTITUTE'S
GUIDELW ES FOR ERECTION STABILITV AND HANDLW G.
6. WHERESTEELCOLUMNSARENOTFRAMEDINATLEASTTWODIRECTIONSWITH
STRUCTURAL STEEL M EMBERS, JOISTS AT COLUMN LINES SHALL BE FIELD BOLTED.
]. NOCONCENTRATEDLOADORCONNECTIONSHALLBEAPPLIEDTOTHEJOISTS
W ITHOUT W RITTEN APPROVAL FROM THE JOIST MANUFACTURER, UNO.
STEELDECK
1. DECK SIZE AND GAUGE INDICATED ON THE DRAWINGSARE BASED ON THE
FOLLOW ING:
A. WLCRAFT2008CATALOGFORGRAVITVDESIGNLOADSANDUNSHORED
CONSTRUCTION SPANS.
B. STEEL DECK INSTITUTE (SDI) DIAPHRAGM DESIGN MANUAL3RD EDITION FOR
DIAPHRAGM LOADS.
2. STEEL DECK GALVANIZING SHALL CONFORM TO ASTM A653 W ITH A MINIMUM
COAT W G OF G60.
3. ALLDECKSHALLMEETTHEMINIMUMTVPEANDGAUGEINDICATEDONTHE
DRAW INGS, AND AS FOLLOW S:
TYPE GAUGE Ix Sx Fy
15" B(ROOF) 22 0 155 0 186 33
20 0201 0234 33
18 0 289 0.318 33
16 0.3�3 0.408 33
4. UNLESSNOTEDOTHERWISE,DECKSHALLBEFASTENEDWITH5/B"mPUDDLE
W ELDS AT 12" OC AT ALL SUPPORTS AND EDGES. SIDE LAPS SHALL BE FASTENED
W ITH #10 TEK SCREWS, MINIMUM ONE AT EACH MIDSPAN. OPENING EDGES SHALL
RECEIVE THE SAME W ELDWG AS REQUIRED AT DECK ENDS. ALL W ELDWG SHALL
BE PERFORMED BV CERTIFlED W ELDERS EXPERIENCED IN COLD-FORMED STEEL
DECK WORK.
S PROVIDEI6GAUGEWELDWASHERSATPUDDLEWELDCONNECTIONST024
GAUGEAND LIGHTER STEEL DECKS.
6. USE SUMP PANS ATALL ROOF DRAINS. MINIMUM THICKNESS FOR SUMP PANS
SHALL BE 14 GAUGE.
1. DO NOT PLACE PIPES, DUCTS, REGLETS OR CHASES IN COMPOSITE FLOOR
SVSTEMS W ITHOUT APPROVAL OF THE SEOR.
8. DONOTEXCEED25LBSPERHANGERANDAMINIMUMSPACINGOF2'-0"ON
CENTER WHEN ATTACHING TO STEEL ROOF DECK. THIS 25 LBS LOAD AND Y-0"
SPAC W G INCLUDES ADJACENT M ECHANICAL, ELECTRICAL, AND ARCHITECTURAL
ITEMS HANGING FROM THE DECK. IF THE HANGER RESTRICTIONS CANNOT BE
ACHIEVED, SUPPLEMENTAL FRAMING SUPPORTED OFF STEEL FRAMING W ILL NEED
TO BE ADDED. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATWG
LOCATION AND W EIGHT OF ALL THE ELEMENTS BEING HUNG.
STRUCTURALTESTS ANDINSPECTION
1. UNLESSNOTED,MATERIALSSHALLCONFORMANDTESTSANDINSPECTIONS
SHALL BE PERFORMED BV THE INSPECTION AGENCV WHO IS APPROVED THE AOR
AND THE SEOR. CONTINUOUS AND PERIODIC TESTING AND INSPECTION SHALL
CONFORM TO IBC CHAPTER 11, AND AS FOLLOWS:
A. CONCRETECONSTRUCTION 1]044
B. MASONRVCONSTRUCTION 1]045
G STEEL CONSTRUCTION 11043
D. SOILS 1]04]
E. WINDRESISTANCE 1]05.10
E SEISMIC RESISTANCE 1105.11, 1105.12
2. REFER TO ARCHITECTURAL, CNIL, MECHANICAL, PLUMBING AND ELECTRICAL
DRAW INGS OR SPEGFlCATIONS FOR TESTING AND INSPECTION REQUIREM ENTS
OFNON-STRUCTURALCOMPONENTS.
3. DUTIES OF THE INSPECTION AGENCV PER IBC CHAPTER 11:
A. SUBMITAPROPOSEDTESTINGANDINSPECTIONPROGRAMTOTHEOWNER,
THE AOR AND THE SEOR FOR REVIEW AND APPROVAL AT LEAST TW O W EEKS
PRIOR TO COMMENCEMENT OF WORK.
B. PERFORMALLTESTINGANDINSPECTIONREQUIREDPERAPPROVEDTESTING
AND INSPECTION PROGRAM.
C. FURNISHINSPECTIONREPORTTOTHEBUILDINGOFFlCIAL,THEOWNER,THE
AOR,SEORANDTHEGENERALCONTRACTOR.THEREPORTSSHALLBE
COMPLETED AND FURNISHED WITHIN 48 HOURS OF INSPECTED WORK.
D. SUBMITAFlNALSIGNEDREPORTSTATINGWHETHERTHEWORKREQUIRING
SPECIAL I NSPECTION W AS, TO THE BEST OF THE SPECIAL INSPECTION
AGENCV'S KNOW LEDGE, IN CON FORMANCE W ITH THE APPROVED PLANS AND
SPECIFlCATIONS.
WOOD
1. SHEATHING
A. SHALL CONFORM TO:
ROOFSHEATHING,SLOPED SIB"THICK;32I16APASPANRATING
B. ALLSHEATHINGWHICHISEXPOSEDTOOUTDOORAPPLICATIONSSHALLBE
EXTERIOR TVPE. SHEATHWG EXPOSED TO W EATHER ONLV DURWG
CONSTRUCTION SHALL BE EXPOSURE 1. ALL WOOD STRUCTURAL PANELS SHALL
CONFORM TO 2303.1 4 AND W HEN USED IN HORIZONTAL DIAPHRAGM SHALL BE
FIVE-PLV MINIMUM.
C. WHERE ORIENTED STRAND BOARD SHEATHING IS USED HORIZONTALLY, REMOVE
AND REPLACE IF SHEATHING REMAINS WET FOR EXTENDED PERIODS OF TIME
W HEREBV REDUC W G THE STIFFNESS.
�IMEG >naEc�»O�mrevmo�o�reamw
n�nas a9nFrmflW�Hr�onpi8aW�69zW�<
�asnawH.neReaH�ss ,we
�lo oRawwe arvooRoala
rnE�ewsveveoararr oFiMEcmav �o snw�rvor eeusEo oa
nroRovn�nmoPaenmPanomoFiMEowRP u..rveexmes�szo�v�iMEower
PEFEPEHQ SGLE IH IHCXES
o i z �
���
�
�
�
BANK OF AMERICA
& MERRILL LYNCH
106TH ST. & N. MICHIGAN RD.
CARMEL, IN 46077
SERIAL NUM./MANH. ID:
DESIGNATION:
NRSP VERSION: 2.0
BULLETIN: 07-2018
Gensler
11EMadison Te13124560123
Suite300 Fax 312456.0124
Chiragq IL 60602
Unitetl States
Jones Lang LaSalle
T: 612271.8218
Attn: Patrick Hassett
i�`.. Dale Descriplion
1 08.02.19 ISSUE FOR PERMIT
Seal I Sigreture
Praject Name
CARMEL
No. 11800688
STnTE Of
EXP 07/3 V20
PrajectNumher
21.0352.000
DesCriptian
GENERALNOTES
Scale
12" =1'-0"
! 1� � � �
S00.01
� zoi a ce�s e�