HomeMy WebLinkAboutBIGHORN ESTATES RESUB 10 & 11 LOT 1 (2) Gwathmeyഀ
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1000 5. Frontage Rd. West Va11, 0;olorado 81657ഀ
Tel; (970) 4761147 Fax; (470) 4761612ഀ
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LOCO S Frontage Rd. Westഀ
Vail, Colorado 81657 Tel; (970147b-11d7ഀ
Fax: (97O) 476-1612ഀ
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GENERAL NOTES :WINDOWSഀ
I. WINDOWS ARE SHOWN PROM OUTSIDEഀ
2. ALL NEW AND REPLACEMENT WINDOWS SHOWN HERE SHALL BE ALUMINUM GLAD, ■ഀ
COLOR TO MATCH EXISTING, ~ഀ
3. DIMEN510N5 GIVEN HERE ARE WINDOW PRAMS DIMENSIONS DIMENSIONS GIVEN APPLY TO WINDOWS MANUFACTURED BY "EAGLE'"ഀ
4, CONIRAGTOR SHALL P(ELD VERIFY ALL ROUGH OPENINGS AND PRAMS DIMEN51ON5 E~ഀ
AND SHALL REVISE A5 NEGE55ARY POR PROPER INSTALLATION OP WINDOWSഀ
5. CONTRACTOR SHALL PROVIDE SAFETY GLAZING AND EGRE55 WINDOWS WHERE REQUIREDഀ
EY GODSഀ
@. GLAZING SHALL 8E TEMPERED, HIGH STRENGTH OR LAMINATED A5 REQUIREDഀ
"f. ALL WINDOWS TO ~E LOW "E"" SQUARED Fഀ
8. FIXED WINDOWS 70 BE SASH 5ET TO MATCH CASEMENT OR AWNING WINDOW5ഀ
2'-6"' 2'-6"' 10'_0"" 2•-0°~ 2"-0"~ x,2._0.. r- 4•_0.. ~,•-0""ഀ
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v v v v v v v v LJ 1_/ V ARCHITECT FOR ANY VIMEN51ON5ഀ
JheFt Number M1551146 OR ILLE6I5LE.ഀ
5. TYPICAL INTERIOR MALL A55EMBLY 15ഀ
5/5" TYPE 'X', 6YP. 5D. ON EACH 51DEഀ
OF 2x6 OR 2x4 5TUD5 0 16" o.c.ഀ
6. ELECTRICAL TO BE DE516N/5UILD. IN5TALL A2-0~2ഀ
5MOKE DETECTOR5 IN NEW BEDROOM AND OFFICE PER CODE.ഀ
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I ILC~INES ~OLUT10h'~. ALTEt~.A~,MTf_"5 `_"~FIALL hiA`~iL T~EI= ~~ME ORഀ
_ GREATER GAPAG1iY A~ LtST;=~ I;``4 TN~ ~T~a'UGT~>Fi/~i_ (-7, C~t~I`Jt-~~k. htC?`C`~~3.ഀ
2, !N~1taTE~i COLUMN t20[~~~ rlL~'- MULT36~LE 2X ~;~.,?~MIN6 NG1 r~C,~ഀ
3 k %'~f.tiTE~ COLUMN UP ANC✓ ~,~G~I~,N IJNLE~S ,T Er,Au C5Nഀ
, %~I~.i~ETE WALL OR FOOT,NC~ ~i~In~~C~, O,~ tT ES 3_ABELED UFr ONLY,ഀ
4, 1NC,>IGATES TOP Or~ `nT,,=L!C','%#~,AL FLOOR SH~ATt~lN~"rഀ
EL EYAT )N,ഀ
5 : ~ E~ `~}-2X8 ~^~u%~T ~ hca; ~;'2 OTHERWI`3E. ALLഀ
HFF,~ _ ~ ~vl;a'' OUT r:-; . ' ~NI[~TN ~Yഀ
AL.L C,(~i.tIMNS SHALL `14= (~}-2X~^ U a;~TEC7 OTHERWISE.ഀ
WOOC7 COLUMNS SHAI L ~E ":;•u ` ~ FL _'`'Of~.ഀ
TO FLOOF'~ Oi~2 FLOOD. 'r ~t?= ~>~ALI- ESE ADDED TO 9gEOTE{~ COLUMN SIZES A'a ' _ഀ
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ALL ~~.~:`~-~it~AM ANL: % .,1 GONNEG~TiOfi~`_~ ~FtA.~.L ~Fഀ
MANE wl i'-~ 'slt"3;'""ErON r~:.,~~I~!:: ~,.ONNEGTt'~ urJLESS hIOTEi:~' OTNERW15+ .ഀ
10. REs At~GH1TEGTURAL C~2F~S^d''`~3`~ =0x2 LOCATION AND 53Z'E Oi*ഀ
ROUtEeH OPENlNC~S IN WOOD ~ ~i,~2 WALLS.ഀ
II. RE; A9~GHlTEGTURAL C7RAWINfiS FOR HANC7F2AIL ANC? aTAIRഀ
FRAM1t~ pETA1L5.ഀ
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? ~iti°` USEp 1',v GESIGN: 7. STRUCTURAL STEEL xrഀ
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A. RD+:'F $fl PSF A. ALL STRUCTURAL STEEL SHALL C(~iFORM TD ASTM A36 EXCEPT W#DE FLANGE BEAMS ~xo (r~z~,~rcnJ w1THഀ
WHICH SHALL GONFQftId TO ASTM 992, (5O KSI} AND EXCEPT PIPE COLUMNS WHICH T'`"'rAL FLtX'7R 4fl PSF SHALL CONFORM 1~0 A5Ttd A53 AtdO 7UBC COLU~tS TO ASTM A500, GRADE B, LATEST ~Il.?' mXiO,` ANGHCJi~ ALT r .Ci~.r#NC~ FL.CaOF7:--~-{ `1~ ~ ~ Zഀ
ED #TIC~#S. STEEL SupPLiFR MA.Y PROUtDE ASTM A572, GRADE ~0 AT HiS OPTION, t2Ot;?F ~HFATHING ~ ~ , t- 1ഀ
G II T~ dCE FACTORS MiSCELLANEt1Li5 E~EDDED iTEMS SHALL 6£ A,1C STEEL.ഀ
' FACTd~2 t.4 B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MfNtMUM SNUG T{GHT DIAf•'HRAGM BOUNDARY - ~ NAILING (TYPICAL) ~ഀ
CC~VDtTION. ALL ANCH~ BOLTS SHALL C(~VFORM TO A,TM A3OT UNLESS NOTED D. WIND OTHERWISE,ഀ
3 ,I G ^;JST 9OO MPHഀ
~~r~ - e BI~OGKING FAQ r.:F ,~.LE $0 MPH G. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACC~iDANCE WITH THE..ഀ
E~ ~SC~r;E B LATEST PRDV IS#~lS OF A#SG "A9ANUAL OF STEEL C{~tSl"RUCTION."ഀ
E. SNOsY D. ALL WELDERS SHALL HAVE EV#DENCE OF PASSING THE AbAER1CAN WELDING SOCIETYഀ
GRtk1ND SNOW LOAD $O PSF STANDARD (~.1AL I F ICAT iDNS TESTS AS OUTL INED IN A+NS -D1, t .ഀ
F. LIVE LOADS ARE REDUCE PER GDDE IF APPLICABLE. TA 4 T 7 THAN 3 3Fi" C T# X12 ~TRUGTURAL D E. MINIMUM W€LD5 TO 8E PER AISC 6LE J2. BU NO LESS { QN NUQ415 ~p,~lAഀ
FILLET UNLESS OTHERWISE NOTED. 2. TESTING, INSPECTIONS AND OBSERVATIC~S:ഀ
F. PRDV IDE TEMPORARY BRAG ING AND PRECAUTIONS NECESSARY TO W#THSTAND ALL 1XTERIOR STUD WALLഀ
A. CONTRACTOR SHALL PRDV iDE COORDINATION FDR SPECIAL INSPECT IONS OF THE CONSTRUCT #ON AND /OR VtIND LOADS UNTIL ALL FIELD CONNECT IONS ARE COMPLETED W#TH .SHEATHING CONSTRUCTION (PAID FOR BY D'hNER) AS OUTLINED IN THE PROJECT AND PERMANENT LATERAL SYSTEMS AND DECKS ARE tN PLACE. RE,ARGNഀ
SPECIFICATIONS AND LISTED BELOW IN CONFORI~IANCE WITH T~dE PROVISIONS OFഀ
ROOF SHEATHING-- CHAPTER 17 OF THE INTERNATIONAL BUILD#NG CODE. SPECIAL INSPECTION SHALL BE WOOD PROVIDED BY A DUALIFiEp SPECIAL INSPECTING AGENCY AS APPROVED BY THE LOCALഀ
BUILDING OFFICIAL. A, ALL FRAMING AND TRUSS LUt,Et? SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY BLOCKING AT ~+'-O"ഀ
WESTERN PR~?UGTS ASSCY; I AT IDPI AND Ct~dFORM ING TO INTERNAT #C'~AL BU i LD ING {TYF~,)ഀ
B. THE FOLLOWING K SHALL BE INSPECTED BY THE SPECIAL INSPECTOR: CODE AS FOLLOWS:ഀ
1. SOIL PREPARATION 2" THICK - 4" TO 6" WIDE {tA~ALL STUD ONLY) STUD Fb = 7G0 PStഀ
2" TD 4" THICK - 6" AND V~JLER NO. 2 Fb ~ 94G PSI R F FT o. EARTHY~#2K EXGAVAii(kV. FILLING AND COMPACTI~ BELOW FOOTINGS 5" THICK S" AND WIDER NO. 1 Fb ~ 1350 PSI c7o R.~ ERഀ
SLAB C1N GRADE. NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TO RE,PLRNഀ
ALLOWABLE STRESS INCREASES. 2. CONCRETEഀ
8. PROVIDE GROSS BRIDGING NOT OVER CENTER F(~t ALL 2x W~ ,~?ISTS Ah~ 2Xഀ
~s, THE TAKING OF TEST SPECIMENS TO DETERMINE C RESSiVE SOLID BLOCKING BETVdEEN JOISTS AT ALL SUPP(X2TS AND ENDS OF Cb~tTILEVERS.ഀ
STRENGTH. 2Xf2 LEDGER. b. PLACEMENT OF REINFORCEMENT: SPECIAL INSPECTION NEED NOT BE G. FASTEN ALL WOOD bf'r.I,d'~ERS WiTH C NAILS ACCORDING TD THE IBC WiTH (4)-16dഀ
CONTINUOUS, BUT MUST BE DONE CC~tCE PLAGEPaE NT iS GC~d°LETED AND SCHEDULE TABLE 2304 -9.9 UNLESS OTHERWISE NOTED. NAILS TC?ഀ
PRIOR TO CLOStNG THE FARMS. ITEMS TO Bs, GtiECKED INCLUDE BAR EACH STUt? SIZE, GRADE, t~JANTITIES, SPAC#NG, LAP SPLICE LOCATIONS, EXCESSIVE D. LAMINATED BEAMSഀ
RUST, AND PRt~ER CONCRETE COVERAGE, 9. ALL LAMINATED hdEtr9ERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 92ഀ
c. Eb:~iF_DDED ANCHt~ BOLTS. a.1r'D STUDS: SPECIAL INSPECTI(~t SHALL BE PERCENT t,~#15TURE CONTENT IN AGCC~DANCE WITH WCLIB, ALL SIZES SHOWN DQ~^ak 0'd A Ct7NTINUOt1S E3ASIS. ITE~1S TD BE CHECKED ARE PROPER ARE NET,ഀ
ANGwCR DIAMETERS, EMBEI7tdENT LENGTHS, SPAC ING BET~EN 2. LAf~1.IJATED hdEMDE'R SHALL BE DETAILED AND FABRICATED IN ACCORDANCE ~ ~3h1" ~ 1'-~7"ഀ
ANCHORS , EDGE DISTANCES ANU C(~VCRETE CONSOL tDAT t~ AROUND 'Ns 7H THE STANf~ARD SPEC IF rCAT i(7~YS FOR THE DES tGN AfidD FABR It;AT ION 'OF ANCHORS, STRUCTURAL GLUE LAMINATED T#MBER, LATEST EDITION AS PUBLISHED BY AITC.ഀ
3, PkaViDE UNiTS CONFORMING TO AITC 917, 24C'`V$, D,F. Ft~Z CONTINUOUSഀ
3. STRUCTURAL WELDING tJE£!I~ERS AND CANTILEVERS AND 2~FV4, D.F. Ft~t SIMPLE SUPPORT P.tEMBER5.ഀ
ME'~C3ERS SHALL BE Dc.S IGNED WITH ZERO CANER WITH Tt3P SURFACE CLEARLY ta. ALL WELD ING SHALL RECE IV£ CONTINUOUS SPECIAL INSPECT ION STFu4~ED ON EACH tYdEMB4R.ഀ
EXCEPT THE FOLLOWING.ഀ
t,} WELDING D(~!E IN AN APPROVED FABRICAT(~2'S SHOP iN E, PLYWG}pD DECK AND; OR ORIENTED vTRAt4D BOARD. ACG{1RDANCE WITH SEGTit,~ 9704.2.2. PANEL THICKNESS SHALL BE A5 SHOWN ON THE DRAWING. APPLICATION SHALLഀ
b, THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT BE IN ACCt~DANvE WITH REGC>~ttdENDATiONS OF THE AMER#GAPd PLYVrOOD 12ഀ
DURING WELDING OF THE FOLtOWt`NG ITEMS, PROVIDED THE MATERIALS, ASSOGIATtON. ~ ` QUAL I F ICAT IBS OF 445LD ING PRCCEGURES AND WELDERS ARE 2 . EACH PAN L `.MALL BE (DENT I F ; ED WITH "fHE GRADE -TRADEMARK OF THE ° Eഀ
VERIFIED PR#('~ TO THE START OF V+ORK; PERIODIC INSP£GTIONS ARE AMERdGAN PLY A55OCIAT#ON AND SHALL ~!EET THE REDU(REh;ENTS OF ~ /ഀ
MADE DF WC1RK IN PROGRESS, ~LND A VISUAL INSPECTION DF ALL WELDS U,S. PRODUCTS STANDARD PSI, LATEST EDITION FOR FLYV+OOti. ALL PANELS 15 MADE PR Its TO CC~LET ICON ~ PR IOR TO 5H IPMENT DF SHt~ VIH ICH HAVE ,4NY EDGE ~ SURFACE PERh4ANLNTLY EXPOSED rO 'fHEഀ
U,~LDING. WEATHER SHALL BE OF THE EXTERIOR TYPE.ഀ
9.) SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. 3. F(~ FLOORING USE 3/4" 7deG STURD -I-FLt?f~ SHEATHING GLUED AND NAILEDഀ
c. ITEMS TO BE CHECKED ARE THE CERTtFiCATIDN OF THE WELDERS, WITH 90D NAILS AT 6° ON CENTER d~LONG PANEL EDGES AND AT 12° ALONG Y~LDING PROCEDURES, MATERIALS, VISUAL INSPECTION DF WELD SIZE, 3NTERMEDIATC SIPP~TS. ~ഀ
LENGTH, DUALITY, DUANTITY AND SPACING, 4. FCC R F U L 5 44 2O SPAN RATING EXPOSURE I SHEATHING NAILED I DD S { { / )ഀ
WITH 90D NAILS AT 4" ON CENTER ALtNdG PANEL EDGES AND AT 92" ALtk~G C. STRUCTURAL OBSERVATIONS INTERMEDIATE SUPPORTS.ഀ
5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF t{2" E.KPOSURE I PLഀ
9. STRUCTURAL ENGINEER MA"r f~AKc` PERIODIC C~SERVATI(~S OF THE OSB SHEATHING NAILED AT 6" ~ CENTER ALONGPANEL EDGES, CtXVSTRUCTif~V, SUCH I~SERVATIONS SHALL NOT REPLACE REDt1tREp 6. FLt}UR AND ROOF St1EATHING SHALL BE lN;7ALt.ED N,"tTH THE FACE GRAiN ?'IDLE BEAഀ
INSPECTIONS BY THE GOVERNING AUTHDRIT#ES SERVE AS "SPECIAL PERPENDICULAR TO 5U~PORTS WtTti END J41NT5 STAGGERED. RE:F'LANഀ
INSPECTIONS" AS MAY BE REDUIRED BY GkIAPTER 47 DF THE INTERNATIONAL 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCL!PS: 1GRNGUE AND BUILDING Ct~)E. GROOVE PANELS OR SOLID Y~iGR 9LOCKiNG SUP°ORTS.ഀ
~ഀ
3. FOt1NDAT I('XrIS F , PREFABR !GATED tAEh~?ER` SHALL BE THE TYPE NOTED ON THE DRAU11NG5 AND ~ s~ഀ
SHALL BE "HC I -JOIST" AS MANUFACTURED PY BOISE CASGAi E GORPOf2AT]S?N. A. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 3DO4 PSF. THE ALTERNATES SHA;.L BE REVIc4k~D E3Y THE ENGINEER. TO BE CO'vSIDERED, 3I~a° = ~`-o"ഀ
CONTRACTOR SHALL BETA#N A L#CENSED SOILS ENGINEER TO INSPECT THE ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING, SMEAR AND DEFLECTIONഀ
F AtiON EXCAVATION. SOILS ENGINEER SHALL VERIFY IN u~tTING THE ACTUAL EQUAL TO OR GREATER THAN THE SIZE SHOW~d CN THE DRAWINGS. v~5 BLOCKING SOILS CAPACITY 15 EG~JAL TO OR GREATER THAN ASSUMED, AND BRIDGING TD BE AS RECnJIREU BY THE JDt5T MANUFACTURER.ഀ
B. ALL F{X}TING BEARING ELEVATIONS SHO~A±v ARE ASSUMED. EXACT BEARING G. LAtv4~N.ATED V`_Nr.I:R LUMBER MrtRB'~ftS SHALL ~IA11E THE FOLLO~r`ING STRESS ELEVATIONS SHALL BE VERIFIED IN THIS FIELD WITH ACTUAL CONDITIONS BY GP.PACITIcS: RC; = 2$OO PSi, E - 2 GQO,4Gu PSI, FC = 754 PSI, FV = 2$5 PS#. BUILT UP z'ഀ
CC~tTRACTG~'NITH APPRC,v~At. OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS '~E~PEF<S SHALL cIE C(~dNEGTED II~~ AGCORDA,.r~CE. WITH MANUE'ACTURERS°ഀ
SHALL BE A M IN iMJt~ cR 4$" BELOW EXTER IDR GRADE . RECO~~E;NDAT I DNS. CONTRACTt~ SHALL HAVE THE t~T I~ OF US II~G 3 S /2" ~ഀ
5 9 ~4" WfDE MEI,iRERS, l+X#~TING--~ C, ALL FOOTINGS AF,E "O BE PLACED ON FIi~°F{, UNDISTURBED, NATURAL SOIL OR StiEA1'I-'€NC 'ഀ
PR~ERLY CGs'`aPACTED BAGKF#LL, APPROVED BY THE SOILS ENGINEER. BAGKFILL 9. NON-STRUCTURAL ELEMENTSഀ
SHAt.L BE C~~'AC?ED TO 95~ (+~INIt~!J~,{) P~C~}iFiED PRQCT(~2 DENSITY PER ASTM DI55T UNLESS C)7idERWISE REC('rtI,MEN~~ED IN THE SOILS REP(?RT. IF SOFT SPOTS ARE A. ELEMENTS SUCH A5 N{~1-BEARING PARTITI~S, ETC. ATTACHED TD Ai~dD/Ctf' {ഀ
EFdC~;~TERED ~?E~~t`E SOiL AND REC~',~~'ACi" WITH APPROVED FILL (RE: SOIL SUPPORTED BY THE STRUCTURE SHALL TAKE INTO A~"^~.~.JNT DEFLECT IC~~S A~fD fഀ
REPCsGT i~cR DES~,RIPT1(~ OF BEARIr~~G ',)ILj, OTHER STRUCTURAL lr~pVEMENTS. riഀ
D . CC~fTRACTik~ SHALL BAGKF iLL EtRJALLY O"V E,^"H SIDE DF F43UNDAT i{~d WALLS #N 12 B . FIRE PROTECT ION FC,R ALL STR~JCT'~akL PARTS Ss~;,LL BE. PRD1~ tDED AN:'9 ;HAr_L hfEETഀ
INCH hTAX iMtA1 VERTICAL L # FTS ~ AS R G(F ,,~`"'fgED fN THE SOILS REPORT , REFER ALL CODE RE(ki IRE"td£NTS Ff>R t~^~`_ ~"rY: DF Ct~;tSTP,UCT SPEC I F LED BY .THE TD SOILS REPORT F~ BACKFILL MATERIAL, ARCHITECTURAi „RAW~NGS. STRUC'J~uRAL STEEL tdFA~3ER5 SHALL BE CGraS}DER_~Dഀ
UNRESTRAINED rJNLESS OTHERYvlS€ NOTED.ഀ
E. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS dR GRID LINES E,~.i5T9NG ROJF------~ UNLESS OTHERWISE NOTED ON PLANS. 10. GENERAL RAFTEfi2 VviTH NEW HANDERഀ
(NOTIFY ENCiNEct2 OFഀ
F, CONTRACTOR TO PRDV IDE, AT H15 EXPI=NSF, FIELD DENSITY TESTS ~ C~vf'AGTED A, ENGINEER'S ACCEPTANCE lA1ST BE SECURED FDR ALL STRUCTURAL SUBSTtTUTt{'~t5, SIZE. S~AGINu, AND F ILL UNDER FOOT INGS AND INTERIOR St ASS -ON -GRADE . A M IN IMUM OF 2 ~i✓,AN LENG'~TH F's<.tOR Tit Lഀ
REPRESENTATIVE TESTS SHALL BE TAJ<EN F~ EACH FOOT ING AND SLAB ON GRADE . B . VERIFY ALL OPEN INGS THR{~tGH FLOORS ROOF AND NAt.LS WITH MEGHAN ICAL AND HANGER pESIGIV)ഀ
ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATJONS, SIZES, LiNTEL`~ ANDഀ
G. NOTIFY SOILS ENGINEER WREN EXCAVATION i5 C LETED 5O THAT CDNDITIC~tS MAY RE~JIRED CG~dNECTIONS ARE C(~ITRACT~'S C LETS RE5PONSIBILI7Y. BE INSPECTEDi PRIOR TO PLACEMENT DF ANY FILL OR CONCRETE.ഀ
C. PRIOR 3O INSTALLATIt~I DF MECHANICAL .ANr ELECTRICAi~ ECk117hdENT OR OTHERഀ
A. SLAB ON GRADE ITEMS TO BE ATTACHED TO THE. STRUCTURE, Eidl_;INEER'S APFR;?VAL G'F CONNECTIONS AND SUPP(~2T5 SHALL BE ~TAtNED. UNLESS SPEC IFiCALLY DETAILED tNVഀ
A, THE PREPARATtfNd OF THE SUBGRADE FDR THE SLAB ON GRADE SHALL BE IN STRICT ARCHITECTURAL AND STRUCTURAL DRAWINGS, Rr:.SP±"GTIVE SUBCGNTRACTt~tഀ
AGGt~DANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE. THE SHALL FURNISH ALL H'aNGERS> G{~INECTItXb9S, EiC., REO~.~IR£D FOR iNSTALLATIt~d OF C{~dTRAGTOR SHALL D IR£CT QUEST IS~VS REGARD ING THE SUBGRADE PREPARAT 1~ HIS ITEMS. ~ "ഀ
REDLIIREMENTS TO THE GEDTECHNICAL ENGINEER. ~ ~ Eഀ
D. PRDV IDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED DN ARCHITECTS,;RAL, -ഀ
B. MOVEMENT OF THE SEA[ ON GRADE MAY CAUSE DAMAGE TD ANYTHING Ct~INEGTED MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MtSCELLARFvt" EMSECfJc.1 3I~" ~'`-a'" TO BOTH THE SLAB At~D QTHER Pf.~iTlt~+S OF THE SUPERSTRUCTURE. ISOLATI{Nd ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AN~> IhiSTAt.LEDഀ
DETAILS FCC pARTiTi~+1 RrALLS, BASEBOARDS, PIPING AND OTHER ITEMS MAY BE 2Y CO~iCPETE CONTRACTOR. STEEL SHALL Ft6LFILL ASTM A36.ഀ
RE{,AJIRED, REFER T,D THE APPR(~RIATE DRAWINGS OR CONSULT WITH THE RESPtXuS ISLE ME?~ER OF THE DESIGN TEAM PR I~ TO CONNECT ING ITEMS TO BOTH E . PRDV IDE ASPHALT #C MAST IC -GOAT ING CRa ALL STEEL AND EXPOSED TD Ep~?~ H .ഀ
THE SLAB {NI GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE.ഀ
F. WATERPROOF#NG, VAPOR BARBtERS, '~YATERSTDP, ETC., SHALL BE AS SHOWN ON THE 5. CONCRETE ARCHITECTURAL DRAWINGS AtaD AS INDICATED IN THE SPECiFICATIt~S.ഀ
A. ALL CAST-IN -PLACE CONCRETE SHALL BE MADE WITH TYPE I{I1 P~iTLAND CEMENT, G. At.L D#MENSi{~!S ~ STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: <<RGHiTECTURAL DRAWINGS.ഀ
CONCRETE ITEM F'G MIX TYPE MAX WJG RATIO ~ AIR RED. H. GDtvTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CDNDtTI{X+tS. IF CONDITIONSഀ
ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. F(~T INGS ',1100 psi STO - - - -ഀ
FCt"+NDATt~ WALLS ~~lG psi STD ° _ _ _ _ഀ
iN-' ER !tit STRUCTURAL SLAB ~li!JSJ psi STD 0.5Q - _ -ഀ
B. SLABS, FOOTINGS AND WALLS SHALL NOI HAVE JOINTS fN A HORfZDNTAI PLANE. ANYഀ
STOP IN CDNCRI:-iE '£tORK MUST BE MADE AT THIRD P~iNT OF SPAN WITH VERTICAL BULKHEADS 1~ND i,DRtZONTAL SMEAR KEYS UNLESS OTHERWISE SHOWN. ALL t-r-iഀ
GDNSTRUCTfON JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE ENGINEER.ഀ
C, ALL CONCRETE 4?K AND REINFGRCEt,1`NT DETAILING SHALL BE IN ACC(~2DANGEഀ
WI?J~ ACI BI! _D ING CODE 3I$ LATEST ED#1tON, UNLESS NOTED OTHERWISE. USEഀ
STAivI;7.~RD '!'0G1':S FOR DOWELS UNLESS OTHER}VISE NOTED. ALL EXPQ~SED EDGES OF ('~°~'.:R£TE SHALL HAVE 3/4 INCH Cl~t>,FdFER, ,ഀ
S. RE INFCXC,MENTഀ
A. ALL RE I's~FORG ING SHALL BE HIGH -STRENGTH DEFORMED BARS C~FORM ING TD ASTMഀ
A6t5, GRADE 6fl EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BEഀ
DE:.;~';~~.:+ e?ARS, ASTM DE5IGNATIC~ A6t5, GRADE 4Q OR ASTM AT06 GRADE 64.ഀ
B. RE ItaF' ~ ECT ION:ഀ
1. Ci ~_:;i:~~ ',GAiNST EARTH 3" P ii.... ,At Cfl04FC ICYC~f1C Cf1 T!1 tACA7ufD fv~ CAfl Y':.i\ഀ
k _ , r4bRaa _'r uoG.V v 1R:n roc l.rt tnn r ~ L 3 ("I' lE 8A<~) t -1 /2" 'FLUOR E5FA+M RF:F'L^Nഀ
JT E1<, PC J ~ O WEATHER) 3/4"ഀ
AND T ; _ TRANCES SHALL 8E IN ACCORDANCE WITHഀ
O ACI 31", LATEST EDITION. 5ECTIONs x4ഀ
. jai . r-oN Sheet, N! .ഀ
C L l u' EXCEPT 5 ETA ILED OR SPL I,,, _ "nE PERMITTED, SH- L ~igഀ
L.E' UNLESS OThഀ
ALL tk:: ~iNGS INഀ
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