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HomeMy WebLinkAboutB08-0302 Plans~A~N ~N NAB ~NSTR~CT~N NOTES ARCNiTI^~1'UR~L THE CONTRACTOR IS RE5PON5)BLE FOR THE PAYMENT FOR AND ACQUISITION C1F ALL REQUIRED PERMITS AND FEES A101 DEMOLITION PLAN ASSOCIATED WITH HIS/HER PORTION OF THE PROJECT. 5T~L#~TUCtAL T►1E CONTRACTORS SHALI. CONFIRM THE LOCATION OF ALL EXISTING UTILITIES PRI~~ TO DEAAOLITIC'~N 5101 kXISTING PTSLAB REINF., &DETAILS I IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO THOROUCHL,Y REVIEWAND BECOME FAMILIAR WITH ALL PERTINENT' ~ ----I DOCUMENTS AVAILABLE REGARDING PHIS PROJECT, ANYAMB1GUlTY OR DISCREPANCY DISCOVERED IN THE DOCiJMENTS ~ ; ~ , ~R~JET aER~P~`~~N ~ . SHALL BE IMMEDIATELY REPORTED TO (HE ARCHITECT WHO SHALL MAKE CLARIFICATIONS AND INTERPRETA11Oh1S IN A. ~ ~ ~ - _ i - TIMELY MANNER THE CONI RACTORS FAILURE t0 DISCOVER ANC) P1O11FY 1NE ARCHITECT OF SAID AMBIGUITY OR r----- r- I ,ADDRESS DISCREPANCY PRIOR TO THE START OF CON51'RUCTlON SHALL NOT RELIEVE THE CONTRACTOR OF RESpC7NSlBILITY ! ~ it 2.44 iNAL~ STREET RELATING TO THE MATTER. ~ a i VAll,CO N1~57 ~ CHANGES OR DEVIATIONS FROM THE DOCUMENTS, MADE BY THE CONTRACTOR ORTHElR SUPPLIERS, WITHaUT THE ~ 3.E~At DESCR►P'f l(~N WRITTEN CONSENT OF THE ARCHITECT, ARE UNAUTHORIZED CHANGES TO THE WORK AND ASSUCH SNALLRELIEVE THE j ~ I LOT 2, PART OF LOT A AND C, VAIL `71LtAGE FIRST FIL(NC~, PARCEL'110108251U12 ARCHITECT Oi- ALL RESPON51BIL1TY POR THE CONSEQI)ENCES ARISING THEREFROM. I . ~ ~ ( ~ RRCt,IECT SCt~P THE CONTRACTORS SHALL VISIT THE PROJECT SITE PRIOR TO ESTIMAT(NC~ THE COST OF THE SCOPE OP WORK AND RRIOR, i ~ I ~ ~ (1 I THIS PROJECT CONSISTS OF INT ERIORNON-STRUCTURAL DEMOLITION WORK ON TO ORDERING OR FABRICATING MATERIALS OR 9EG(NNING ANY CONSTRUCTION RELATED ACTIVITIES FORTHE PURPOSE ~ i TNk FIRST LEVEL OF AN EXISTING STRUCTURE, AND THE ADDITION OF TEPJ OF BECOMJNG COMPLETELY FAMILIAR WITH THE SITEAND ALL EXISTING CONDITIONS WHICh MIGHT IMPACT THE COST ( ~ ( I ~ i ~ ~ , STRUCTURAL POSTS IN THC LOWER LEVEL NEEDED TO REINFORCE THE EXISTIN~~ FIRST OF, OR PERFORMANCE OF THE SCOPE OF WORK, ~ I ~ LEVEL CONCRETE SLAB FOR PUNCHING SHEAR, ALLCONSTRUCT ON IS TO BE PERFORMED 1N ACCO DANCE W AlL P CA L C ES D ' E N - ~ ~ ~ I I R ITH A PLl B E OD AN THE REQUlR ME TS OF g~ p ALL REGULATORY AGENCIES HALING JURISDICTION OVER THE PROJECT, UNDER NO CONDITION DOES THE ARCHITECT ~ ~ r ~ ~AT~~~ ~ ~ i~ NAVE RESPONSIBILITY FOR THE MEANS OR METHODS USED BY THE CONTRACTOR 1N THE PERFORMANCE OF THE WORK OR j J FOR CONDITIONS OF SAFETY AT THE JOB SITE, ~ ~ _ _ M ~ _ _ _ II I .IURISDICTIt~~IS AEI. EXPOSED S'tEEL SURFACES TNATARE WE1.DE0 ARC TO BE GROUND SMOOTH, PRIMED AND PAINTED. ` ' ~ , ~ .Y ~ 1 BUILDING THE TOWN OF AIL D)MEN51ONS OF AND FROM EXISTING CONDITIONS HAVE BEEN TAKEN FROM EXISTING DRAWINGS ANfJ~OR FIELD I ~ ~ FIRE VAIL FIRE pEPAR1~MCNT ' I I, I MEASUREMENTS, ALL EXISTING DIMENSIONS ARE TO FINISH FACE UNLESS NOTED OTHERWISE ON CJkAWiNGS. TNF, ~ ~ APPL►C~BBLE CODES CONTRACTOR(S~ SHALL FIELD VERIFY ALL DIMENSIONS PERTAINING TO THE EXISTING CONDITIONS, )NCLUDING ALL i C ITEC U L ' 0 3 ER ~ ON Cj - WORKALREADY IN PLACE, PRIOR TO ORDERING OR FABRICATING A~ATERIALS, AND PRIOR TO START OF CONSTRUCTION, I ~ 1 ~ - ~ ~ i ; - AR H T RA 2 0, INT NAZI ,AL BUILDINGC DE ~ t,~ ~ MECHANICAL 2003 {NTERNATIONAL MECHANICAL CC)DE ~ ~ I ~ " ~ i LU B NG 2003 0 A U O IF, DURING THE COURSE OF ANY REQUIRED DEMOLITION WORK PERFORMED BY THE CONTRACTOR~Sj, OWNERS, OR ( ~ _ l P M I INTERNATI N L PL MBINC C DE OTHERS UNDER THE TERMS OF THE SUBCONTRACT OR OTHER. AGREEMENT HAZARDOUS WASTE iS ENCOUNTERED SAME ~ _ ~ I=~ _ ELECTRICAL 2032 NATIONAL ELECTRICAL COpE ~ SHALL BE REMOVED AND DI,~POSED OF AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION OVER THE PROJECL FUEL CAS 2003 INTERNATIONAL FUEL. GAS CODE ~ ~ , ~ r FIRE PROTECTION ~ 2003 INTERNATIONAL FIRE CODE THE ARCHITECT ANO GENERAL CONTRACTOR IS NOT KNOWLEDGEABLE OF THE EXISTENCE OF HAZARDOUS WASTE ANi~ I 1 ~ ~ ~ SNALI. N~)'f Bl HELD RESPONSIBLE FOR ThiE EXISTENCE OR REMOVAL OF riAZ.ARDOUS WASTE, !~I ~ j ENERGY 1063 INTERNATIONAL ENERGY CONSERVATION CODE ~ I I ~ I r ~1 ~ s A E M N S ' OW V I 0 D A C O SE ~S L/ M ND E T f N OF A L R IN N E N . 4 RIE OF l ?D THE CONTRACTORS SMALL KEEP PREMISES FREE FROA~ ACCUMULATION OF WASTE MATERIALS AND DEBRIS, I ' i - ~ , ! x u J I , _ _ ~ultDi~~ ►~E~~~Rr►c~~ ~ E DO NOT SCALE THE DRAWINGS, IF QUESTIONS ARISE AS TO DIMENSIONAL REQUIREMENTS, CONTACT THE ARCHITECT - i - CONSTRUCTION TYPE V~~ ~ , , ~ ? - FORCLARIFICATION, I , FIRE PROTECTION PARTIALLY SPRI KLERED I I I ~ N ALL MATERIALS, FIXTURES AND EQUIPMENT PROVIDED UNDER THIS CONTRACT ARE TO BE PROVIDED IN NEW CONDITIUN [ ~ / W(1'I-I FUIi. MANUFAC'TURER'S WARRANTY, UNLESS NOTED OTHERWISE, AN ARE TO BE STORED AND INSTALLED PER TI~1E I I j I ~ USE APdD C~C~U>'~AC~GY C►.>aSSIFICAT►C1P~ ~ ~ _ l MERCANTILE RETAIL STC.JRE GROUP MANUFACTURER'S SPECIFICATIONS. L)AMAGED ITEMS SHA~1, eE REPLAC>~D AT NO ADDITIONAL COST TO THE OWNER. ~ r M C 1 ' S I _ _ gg 1N5TALL PORTABLE FIRE F.XTINt~ULSNER. PER LC)CAL CODE, LOCAL FIRE MARSHALL TO CONFIRM LOCATIONS Wl'Pf~ , ~J A GENERALCONTRAC'(OR, i ~ TT i I _ - NORTH ARROWS AS~DEPICTED ON,DRAWING SET AREEQR PROJECT_REPERENCE ONL-Y, CONTRACTORS ARE RESPONSIBLE I ~ I~ i'E~d~PdT ~f~C~JECT IU~ANAGER FOR VERIFYING ORIENTATION OF PROJECT SITE AND SCOPE OF WC7RK TO BE COMPLETED~PRIOR TO STARTOF WORK ~a ~ ~ (i) E ~ ~ I) ~~I ll aPECIALIYSPORTSVENTURk FRICKE DESIGN~BUII.D, INC, V , , I JOE WALKER-REGIONAL MANAGER SCOTTFRICKE•PRESIDENT N 1 911 ~~~~~N A.~~~ ld~ ~ ~ ,r ~ C ~ ~ J ~ 1 492 EAST LIONSHEAD CIRC!_E, SUITE 101 ,3821 RALEIGH STREET _ _ _ _ _ _ m _ VAILr CO Bllz;7 DENVER, CO 80212. ~ ~ ~ ~1I0-476•~d;>7 3Q9~1B4.330F } , { ~ ~ _ I , „ r~,~8„ ~7L~.47a~~~zr (FAXI 3r)3.284~3307 iFAX~ '~B~ _ r +rr ~ ~ ~ ~ i t a EMAIL jw~fkr~i ~%r~sv.nE.t EMAIL.: scoliL~f~~ickF~rle;ign<,ui(,.i,cor~~t f,~ -w~-~.;~~,~,~.'` ° ~~t., i ~ ~ ~ i , ARCNITECI' STRl1GTURAL. E1VC1l~EER ( , ~ ~ ~ .w ~ oNE LAYER SY~" TYPE °X`~WALLBOARD FURRED FROM 4"' I ~ ~ ~r ~ 5CNEDl~i:~ QO PIP.F COLUMN BY 1 b'8° STEEL STUD~~A`CH CORNER ~ ,ODD ARCHITECTURE, LLC F.NAYAT S~,HNEIDER ENGlN►;ERING, INC. ° • ~ , i _ I ~ ~ AJl.TODD ~ PRINCIPAL WAHID ENAYAT -PRESIDENT I r - ~ ~ ~ . J I 1 X13 l.~fH ST LET 93 SANTA FE D IYE SU TE'lQ0 _ _ R 1 R I t ~ DENVER; CO E3Q2112 DENVER, CO 80204 6ASF PLATE AND ANCHOR SEE STRUGT, DRAW{NGS I i ~ ~ ~ ~ ,303.446~Q460 720-9Q4.12a~ i ! ~ ~ ~ ~ B6G,51q.3953 (FAY,) ; ,IQ-904.5(78 iFAX) _ - EMAIL: aa~~i t.toddnrchif~cf~,rk~~cat'rt 6ti~.AIL, wcal~i~l ~7~c'sen~ .tc~m ~ `r'~` a ~ I C) (_I S I ,I~~ i ~ ~ ~ ~ ENEA~ ~E~4C~LIT~N NOTES 11 i r ~II _ _ _ L~. PROVIDr: ALL THE DEI~tOLITION ITEhhS LISTED BEf.OW THAI` MAY OR MAY NOT BC IDENTIFIED ON THE ASSOCIATED DEMOLITION PLANS: a ~ - STEEL COLUMNS WITH UL X,528 ASSEMBLY, ~ ~ LC7CATiONS AFFECTED BY STRUG'TURAL ~ / 1 ~ ALL DEMOLITION TO BE PERFORMED IN A SWIFT, SAFE MANNER SO A `CO KEEP RETROFIT SHOWN CIRCLED IN RED, SEE _ _ - - - DISTURBANCE TO BUILDING TENANTS AT A MINIMUM, i I ~ `°~-r.....,~ ~ - I s1'RUCT, DWGS. I 2, UNDER NO CIRCUMSTANCES MAYSTRUCTURAL ELEMENTS SUCH A~ BEAMS, I k1NTEl.S, COLUMNS, SHEAR WALLS, OR FLOOR DIAPFlRAMS BE DEMOLISN>=D, - j ~ I plSTURBED, OR MODIFIED I!J ANY WAY, h. ~ " ~ ~ I ~ ~ _ I ' ~ C 3, C,C, TO CONSTRUCT OR PROVIDE PROTECTION BARRIERS A.S NEEDED FOR SAFETI` ~ ~ , ~ AND TO CONTAIN DUST DUE TO DEMOLITION G.C, SHALL TAKE CAREFUL ~ ~ I - - - MEASURES TO CONTAIN THE SPREAD OF DUST AND FUMES OUT OF ME WORKAREA % ~ ~ ~ € ~ T ~J ~r-~~, .-~j t I THROUGH OPENINGS, DUCTWORK, ETC. ,~~y i ~ I JT~ tea` m-;~.,t '0 I 1" 4. C.C,TO REPAIR AND/OR PATCH REXdAfNINC SURFACES AS NEEDED DUE TO ~ ~ I ~ ~~,1 L.~ ~ ~ ~ I I:aEMOLITION OR REMOVAL C)F CONSTRUCTION TO MATCH EXISTING UNLESS NOI~p A ;~,~'4 ~ ! ~ ~ I ~ OTHERWISE, ~ [7 Fl ~ - ! 5. !TENS "TO B[ RELOCATED' SHALL BE STORED !N A PLACE DE5IGNATED IN'~P1 ; ~ GONSTRtJCTIt)N AREA ACCORDING TC) C,C~'S INSTRUCTION. - ~ ~ ~ " ~ ~ ~ ~ REMOVE ALL DEMOLISHED MATERIALS FROM BUILDING AND SITE UNLESS NOTE15 ' ~~~k'~~i.,.,, . ~ ' I ~ ~ ~ ~ OTHERWISE OR RETURNEE) TO OWNER ALL OTHER DEMOLISHED MATERIAL SHALL , ~ , ~'iT' ~ = i I ? ~ c' % < ~ ~I BEC AMC PROPERTY OF G~C, FOR REMAOYAL, ~w. ~ i_ _ _ _ ~ _ _ _ _LLr. ~ _ w.....~, a ~ ~ - ~ ~ f~- 7, SPRINKLER NEARS, SMOKE AND irIRE DETECTION EQUIPMENT MUST BE SHIELDED E' ~ , ~~j ~ 10 AVOID FALSE ALARMS. COORDINATE WITH FIRE PROTECTION CONTRACTOR. ~ ~ ~ ~ I I ~ I ; ~ i 8. G.C., SHALL VERIFY THAT AL,L WIRiN~'~ CABLE AND CONDUIT TO BE REMOVED 1S ~ ~ ~ P~' l > ~ . / NO71N USE, AND THAI' CIRCUITS ,ARE DISCONNECTED PRIOR TO DEMOLIIiON, r, I ' f~ c ~ G.C'FO REMOVE AEI: SUSPENDCD I-LUORESCENI' LIGHTING SYSTEMS , ,n~ r~~. ~ I I__ 1 TNROUC,HOUT THE SPACE RENO! E ALL ELECTRICAL CONDUIT AND WIRING BACK ~ , al ~ . TO ELCC,TRIC.AL PANELS ANI)JC~R. APPROPRIATE JUNCTION BOX. ~ ~ ,11 10. REMOVE ALL EXISTING 1~hETAL STUD FRAMING SYSTEMS SHOWN ON PLANS, i=--~ ~ a_~:::.. ( , ~ ; REMOVC- ALL ASSOCIATED GYPSUM BOARD ANC) OTHER RELATED MATERIALS pOWN _ ~ ~ ~ ~ I I ~ 'I TO BUILDlN~3S CORE ELEMENTS, >3 ,,,r ~ ~ I r ' ~ ,,~,u ~ 1 L PROTECT EXISTING STRUCTURAL S1'EEI. FIREPROOFING DURING DEMOLITION i ~ ~ ! ~ C ~ ~ g ~~IN@~'~ PLAN . ~ ~ i . ~ ~ r:<.. ' t ~ I R i ' I ~ _f - ,i i ~ _ _ _ ~ . _ a ~ ~ ~ _ r 1 ~ ~ t _ { t ,mss"","' ~'~I / - J ~ ~ ~ 1 i% " l.-..c k ~ i I ,i - ...-r~ v , 1~ - - r I / t` olol t, _ PROJECT LOCATION Proied DEMO IOt4 PLAN A10j tq w 1t r1„ . NOTE: THE ACCURAC Y OF THIS PAN HAS NOT SEEN VERIFIED m AND IS PROVIDED FOR REFERENCE PURPOSES ONLY 4 ~ C} M DO r ~ Q ~ OQ 170'-$" i10 S" 60`-O" 4 f " 1 " f p f M ~ I " 1 " ) " ~ " _ V \ 20 -O 20 -0 15 -0 15 -0 5 -O" 15 -O 20 -0 20 -0 20 -0 I 1 I I I I I I f, f ~ ~ ~f i " I r~r~ i ~ i / /i- f/ir,; ~ ~ / ~ i- i /r,~ ~ 1 ~ ~ ~ / i 1f ; ~ II t / ~ ; i f , , / I 1 I i iii/ / ~ ~ ~f~ l ~ ~f- ~ ~ r ~ ~ / ; ~ f ~ I I ~ //r` / / i / / ~ i / i~ i /i / % ~ Iii . / / / i ~1 ~ r i / r / 1 / / I_ I i / / T' '-r.~`'~-- ~ i ~ / / r / i 1 / / / ~ / ~ / ' ~ / ,r i / 1 / / i, ~ r l ~ i I I i ~ ~ i i ~ ~ / ~ / ~ i / ~ i ' ~ / / / ~ ~ f ~ ~ i ~ / ~ ~ ~ / 4 % / ~ / 1 % 1 / r / f ~ ~ ~ / ~ / % i / / ~ I ( , i ~l ~ st1~*r0 1 i /~F ~ f/ ~ / i i / / / , ~ I` / ; ` / ~ l ri i i ~ ~ ~ , ~ ~ f , l I I I I I I ~ / ``j~~ ,F, ~ ; f f / t' f I % ~!l///~ ~ ~ ~ ~ ~ / i r ~ / f / ~ ~ i f / N / / ~ , ~ , i ~ ~ / r ~ i /r f ~ ~ / / i f f / / i / / ~ ~ f f f f ~ / / , / ~ , ; r SLOPED s ~ ~ ~ r' ~ , i; ~ I f~ ~ f i ~ ~ / ~ ~ r ~ ~ / i ; , ~ ; / / ~ PT SLAB i ; , , ; / ~ ~ ~ ~ ~ ! I r / / '1 /~I, I I f . 1 / J f / j / ! / f / / ~I ~f ~ / i l/ ~ i / r ~ i i / ~f ~ , l / i i ~ r' ~ ~ ~ / ~ f, i / „,,1~ ( I ~i; / ~ ~ f , , / i ; ~ , ; ~ / j / ~ ~ ~ f ~ / ~ ~ /i l I ~ / ~ 1, , If f / f i / ~ 1 / / / ~ / i / i , l f ~ / / % f,/ / ( I ~ ~ j / / i / G~'4 ~ / , i` 1 ~ / % f ~ ,~i i / ~ ~ f,~~ f /,.~~';~i i/ / ~ I Ci~O ~ / j, / / ~ l ti / i ~ ~ ~ , / ~ ~ % / / / ~ ~ ~ i C~' ~ / i / ~ / / /r / ~ ~ ~ / ~ r ~ l ~'i ~ i i ~ f, ~f l f / ~ / ~ i r. / `f r ~ / /d ~ / . ~ 2 3 , f; , ' ~ 'i, ~I ( / ~ ~ / i 1 / ~ ~ ~ / / " / ~~5,~ ' ~ ' ~ ~ ' ~i' ~ ~ / ~ / ~ ; ! / % / ' i ~ / % TYP, 9 PT SLAB I I ~ ~ I / ~ ,I ~ ~ /~/II I I I / r~ ~ f, / ~i//, / ~ ~ I c. I i ~ i/i ~ / , //I '1 4 i~ ,~i',~//'`//! /i ~ ~ ~i , /%j / i , ; ~ I / ~ ~ ~ _ ~ C _ _ _r ~ i r ~ - i'~ / i`~ % ff j ~ % f t ~ / i~ ~ ~ ~ ~ ~ / I / ~ ~ ~ ~ / //i / J / i J " I ) , , , , / ~ / , ~ I J I { o / ~ ~ ~/1 'f ; ~ / l ~ i/ / ~ f~ / ~ ~ j / ( C7 ~ ~r ~ / i ~ f ~ ~ ji j . / ,r i ~ ; / /r~~ , ~ /'i / f2C 1 / ~ f' j / / / 1 COL. i COL ~ / , ~ % / i r I 1 L/.,~L_r`,,/`. /f~f j/~ ~ - - - ~ i i f, / - - - - - ~ ~ ' / / / / ' ,i / ~ l f f / f ~ ~ f ~ ~ I I ~ ~ ~ f % /~i ~l 1/ ~ I / ~ ~ ~I i ~ / ~ i / / ~ / l/ r / f i ~ i ~ ~ ~ ~ ~ ~ f i / / / ~ ~ ~ . / f / % ~ ~ ~ / ~ ~ / r ~ / f , ~ i i / i / a ~ i f i ~ / ~i i / / ~ / ~ / t f / i i / / / / l ~ / ~ ~ i ~ / / i~ ' / " ~ ~ / ' ~ / i f ~ ~ - / ~ / ~ i iv / / / / r / ~ ~i i / ~ ~ ~ f / ~ ~ / i / f / ~ i / ~ ~ / ~ ~ / ~ ~ , ~ r / / ~ i ~ / i / ~ i ~ / ~i iii ~ / ~ f ~ / " / ; ~ ~ , / / ~ ~ ~ " - / ~ ; ~ j ~ ~ ~ i ~ 21 2 CON(~ETE i i i ~ ~ ~ / SLOPED 9 ~ / i , , ~ i ~ J, ~ / ~ % ~ f/ ~ 2 C ~ ~ ~ TOPPING SLAB " I I f r ,~i , r ~ PT StAB ~ i ~ , , , 1 ~ ~ ~ ~ r ~ ~ / /f i ,1, f ~ / / l ' f? / ~ / J` / i , ~ i 7~/ t r / ~ j cv I ~ i . ~ r ~ ,f/ i i2 ~ i / ~ f~ ~ , r i % j / r i l i ,I',~ ~ ~ r ~ , f ~ / / ~ / ~ / t % ~ .S1,Oi ` 501 r ~ ~ ~ / / ~ / ' / ~ '~i ` / ~ / , ~ G~~~ f % ' ' ~i / " j / ~ ~j / ~ l % J ' i n1' ~ ~ i a / i, / / / / G~ ~ i r if ~f~ ~ / ~ /i ~ / / ~ / ~i ~ ~ ~ ~ ~ i o / . ~ ~ / , l~ , f i , / l i / ~ f ~ / ; ~ ~ / ~ 1 ~ 'i 1; ~ r ~ 1 i~ i ~ i t i ~ l I I / i ~ , ! / / ' 1 / l i ~ 0~ ~ / ~ ~ / l;~ ~ i/t ~ / i ~ ~ ~ , ~ i~ -i~ ~ / ~ ~ ~ / / f , ~ i / l / . ~ / ~ ~ / / ~ ' / / ~ / ~ i ~ / l ~ r ~ ~ ~ / <<, r / i, / / ~ ~ / li ~ ~ / ~ ~ ~ r i ~ , '/i , f / / / / / /i, f; i 1, f~ ~ /i / v_,l . ~ _ 1T _ ~ _l _ ~ /_1 ~i ~ 1 _ _ _ ~ _ C I I l I I I I I 28"-0" 12'-0" 130'-$" STRUCTURAL STE~~ AND MISCELLANEOUS IRON NEW STEEL 1. STRUCTURAL STEEL SHALL CONFORM WITH THE FOLLOWING RE 1 COLUMN LAYOUT 2, STRUCTURAL STEEL FOR ANGLES, TEES, CHANNELS AND PLATE S " a " 36. 41 2" 1 1 2" 5101 SCALE: 1 /8 =1-0 / / 3. STRUCTURAL TUBES SHALL CONFORM WITH ASTM A 500, GRADE 4, STRUCTURAL PIPE SHALL CONFORM WITH ASTM A 53, GRADE B, ~ " 0 o a, EXISTING P.T SI. SLAB 5. T HA H R GH CLEAN D OF MI CA E PRi R 1 SEELS LLBETOQU LY E LLS L 0 " (2) 3/4"~ PRIMER IN ACCORDANCE WITH SSPC SP-3 12 HILTI-HY 150 4"~ SCH.40 PLATE ADHESIVE BOLTS S1EEL PIPE COL, 6. SUBSTITUTIONS-SECTIONS OF EQUAL OF GREATER STRENGTH MAl' 1"z8"x12" TO THE ENGINEERS WRITTEN APPROVAL. COLUMN CAP. E1QS11NG " (2)314 m HILII- 7. ALL FABRICATION, ERECTION, IDENTIFICATION AND PAINTING OF ST CONC. COL HIT"150 ADHE5IVE CONFORM TO A,I.S.C. SPECIFICATIONS, AN~I~S n a (IIW ~ 8. ALL WELDING SHALL CONFORM TO A.W.S. SPECIFICATIONS. " , " 1/4 9. ALL WELDERS SHALL BE CERTIFIED UNDER A.W.S. SPECIFICATION.. 1 DRYPACK NON-SHRINK Q NON-SHRINK GROUT Y EXISTING d ° BASE PLATE 10, WELDS SHALL BE MADE WITH E7O SERIES ELECTRODES, UNLES CONCRETE GROUT PL 3 4"x6"z101 2" ~ 1 / coLUMN d TYp ~ MAX " . u;.'.,. 11. ADHESIVE ANCHORS SHALL BE I,C.C,-APPROVED AND SHALL Ct 1/4 ~ ANCHOR ROD, NUT WASHER AND ADHESIVE CAPSULE. ANCHOR RODS 6 ~ ~G ~ o R II II ~ ~ ~ ~ . F OM: m ~ ~ ~ o0 12. ALL ADHESIVE ANCHORS INSTALLATION SHALL BE INSPECTED By NEW 4"~ SCHEDULE 40 ~ -0 o a DURING INSTALLATION. A REPORT SHOULD BE GENERATED BY THE PIPE COLUMN L(X;ATE 4 o BE DISTRIBUTED TO TH£ CONTRACTOR ARCHITECT AND STRUCTURAL AS CLOSE AS POSSIBLE d ° a TO EXISTING COLUMN ~ ~ " 6" DESIGN LOADS EXISTING FOUNG .7- 4 -'ZP Project 12308 RETAIL FLOOR LIVE LOAD 100 PSF SSE OMLViA a e " 4/8/2008 $$I DALLAS i~* a COLUMN BASE RETAIL FLOOR DEAD LOAD 20 PSF ESE DENVER q\~ Drawn by Tq~ ESS PORTLAND N 3 PLATE DETAIL 2 COLUMN TOP DETAIL E S E D E N V E R Checked WGE S101 SCALE 1-1 /2* = l'-O " 5101 SCALE: 1-1/2»=1°-0" EENAYAT SCHNEIDER ENGINEERING, INC. 3300 LARIMER ST. DENVER COLORADO 80244 siol PHONE: 724.944.1234 FAX: 720.904.5678 Scale SEE PLAN U F 1w, F_. 9 A, F V_ Structural Calculations For One Vail Place Post Tension Slab Support modification Enayat Schneider Engineering, Inc. 931 Santa Fe Drive, Suite 200 Denver, Colorado 80204 Phone (720) 904-1234 Fax (720) 904-5678 t t first floor 100psf.cpt 7/24/2008 RAM Concept @ 2006 Bentley Systems, Inc. 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SSEOMAHA ~Q 3300bkeikoot 0eover,Colorado 80205 SSA DALLAS b [120]9041234 ESEOENVER W7101904-5678 ESS PORTLAND N pal PROJECT C)M r-- )(Ad(,-~ PROJECT# BY JkL.,_ DATE PAGE -0 5 Design No. X528 Ratings -1, 2 and 3 Hr. A 1< I i aA H 4_7 r 11 II MII 4D I'1 11 B C o CORNER DO AILS 01' WA.LLH! AA'..D SUPPORT S15TE49 AITHOUT Srr rt COVEAS 1. Steel Column - Min sizes of W-shaped and tubular steel columns which appear in the AISC Steel Construction Manual as shown under Item 2. 2. Gypsum Board* - For 1 Hr rating, any 5/8 in. or 1/2 in. thick gypsum wallboard Classified for use in fire resistance assemblies. For 2 Hr and 3 Hr ratings, any 5/8 in. or 1/2 in. thick gypsum wallboard Classified for use in other 2 Hr, 3 Hr or 4 Hr Column Designs. Min total thickness of layers in inches for the various ratings and min column sizes are as follows: W Shaped Column Min Column Rating (Hr) Corner Details For Various Rating Size 1 2 3 1 Hr 2 Hr 3 Hr t Total thickness (In.) W4x13 1 1-1/2 2-1/4 B C D W6x15.5 1 1-1/2 2-1/4 B C D W10x49 1/2 1-1/8 1-7/8 A B C Tube Shaped columns TS 4 by 4 by0.188 ` 1-5/8 2-1/2 B C D TS8by8 by 0.250 5/8 1-5/8 2-1/2 A C D Applied in layers as noted in the above illustrations. Boards are to be applied vertically without horizontal joints. See Gypsum Board (CKNX) category for names of manufacturers. 2A. Gypsum Board* - As an alternate to Item 2- 3/4 in. thick gypsum wallboard. For 2 Hr rating, 1-1/2 in. total thickness, installed in accordance with corner detail B. For 3 Hr rating, 2-1/4 in. total thickness installed in accordance with corner detail C. Boards are to be applied vertically without horizontal joints. CANADIAN GYPSUM COMPANY - Type IP-X3 or ULTRACODE UNITED STATES GYPSUM CO - Type IP-X3 or ULTRACODE USG MEXICO S A DE C V - Type IP-X3 or ULTRACODE Copyright © 2006 Underwriters Laboratories Inc. 3. Steel Stud - 1-5/8 in. wide with 1-5/16 and 1-7/16 in. legs having a 1/4- in. folded flange, fabricated from No. 25 MSG galv steel. Length to be 1/2 in. less than the assembly height. 3A.As an alternate to Item 3 Steel Framing Members* - galv. steel clips spaced 4 ft OC and 1-1/4 in. from top and bottem of column. A No. 28 MSG galv steel support angle with 1-1/4 in. length shall be placed over clips and secured with screws attaching the wallboard. The angle cut 1 in. less than assembly height splices in angle to occur over clips. The clips for use with wide flange columns only. JOHN WAGNER ASSOCIATE INC, DBA GRABBER - Types CB, C61 Clips. 4. Corner Beads - No. 28 MSG galv steel, 1-1/4 in. legs to be attached to the wallboard with No. 6 by 1 in. screws spaced 12 in. OC max. 5. Tie Wire - No. 18 SWG steel wire spaced 24 in. OC used with second layer of wallboard. 6. Screws - For attaching first layer of wallboard to steel studs, and third layer of wallboard to 2 in. by 2 in. steel angle (25 Ga) to be No. 6 by 1 in. (or 1-1/4 in. for 3/4 in. thick wallboard) Phillips head self-drilling, self-tapping double lead screws spaced 24 in. OC For attaching second layer of wallboard to steel studs and fourth layer of wallboard to 2 in. by 2 in. steel angle (25 Ga) to be No. 6 by 1-3/4 in. (or 2-1/4 in. for 3/4 in. thick wallboard) steel screws of the same type spaced 12 in. OC For attaching third layer of wallboard to steel studs to be No. 8 by 2-1/4 in. screws of the same type spaced 12 in. OC 7. Finishing System -(Not Shown) -Joint compound applied over corner beads to a thickness of 1/16 in. *Bearing the UL Classification Mark Copyright © 2006 Underwriters Laboratories Inc.