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REPLACE TOP OF SLAB� C� Z Z WEAKENED 5011 NTH LEAN CONCRETE ✓' 4. ELEVATIONS SH01M+ oN FOOTINGS OR PILE CAPS INDICATE TOP _ l- - OF FOOTING OR TOP OF PILE CAP TOP OF All PILE CAPS �1 b r 7 = I -_.- _ ---- - --(F� Ar F1EvAnON 9T-0' UN.O. `' 5. VERfFY .UCAnON, 511E 'Al NUMBER OF All FLUOR UEPESSION AND FLUOR SLOPE$ MATH ARCHITECTURAL URAWNGS � 6 REFERENCE. SEE SIIET T S3 FM %NPAL STRUC IURAI Nnit;. FOOTING SCHIEDULE Q? MARK 511E NE INF ORCIN ' Q) �-...-...�.. -_ .r..- W" 13'-.J' 13_3• ��=3�--_ 13-3• - —1J'-J'--- 13' 3' tJ'-J�--- - -- 13'-J' 13'-R• t3'-3' 9'-0' ! Ft �' +IT x t?' DP 2 04 CONT. 11 CQh - ! G"7 _ __.- ---- _----- — -�, ----_ — - _ 181-3 — 63'-6' SO X 12' DP + N A 2 ,(3 ) 4 5 6� 8 9 10 1� 12 1 ;S 14) (�J ) so:X_I_2. 5 tM -- - - - _ FOUNDATION PLAN � - � v•r _ r6 -: 4'-6• So x ,2' DP �. F7 S'-6' SO X 14. 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INDICATES TIE DOWN _- _- - -- STD. HOOK, rYP. DOUBLE CORROSI(N PROTECTED �# ro SEVFN WARE STRAND GROUTED KXX ANCHOR PER SPECIFICATIONS 4 ■ FFFECTIVE CAPACITY JvPILE - SEE PLAN - cl . PC2 w _ SECTION 1"4._,_ 1 � 11 � w 3'-3' T-6 - ' ------- ' 3'-3' --- F_. w -6E- 6'-2' 6'-2' 3'-0' z a 0 1'-6' 4'-0' S'-3' S'-3' 4'-0' 1'-6" -�`�--- * "� ' � � o --- _._. 3'-O' 3'-4' 3'-0' X-0' 1'-6' 42' 42' c — _ r-3'----- -- r-3' I --- Wi 9. --- I I � I i LL, -T- I Fe 153k _ T IU W c -i- H 0 9" TOF HOOKED — ` '^ X16 • 1G" TOP -- /7 • tU" BOT, HOOKED ,le a u 1,12- BOT., HOOKED � � � � � � -- ------- - ---- -� — - -1 O N — I 1 jIr I x s 12 c_ 1r e rn � _ ROCK ANCHORS P C 5 � LrJ >w of 4Ei — T- - - --- �•------ o Fe e = 1301 U _ ---+! __ w C.1 1 T� - Tom— .El SEE.PIAN r�. TYP c 1 t '0 ,sz to T Z - Ro K ANCHOR 11 I F U 3" CLR. 3' CLR. 6' a- i 6'-2- V-2' 4 E cf) 06 011 TOP HOOKEi ROT, HOOKE0U 9' TOP, HOOKED -� I1 --#8 • 10' BOT., HOOKED I Li ._L ROC'S Z ANCHORS Z - - - - - - TyP Of 4 PC6 Fe - 13G11 0 E. SEE PLAN Fe 12% - �. - - - -- ------ - --- v) IAL- _AL__ 1.- i J —� --Y—'- 10 - V4 -- Q ` I 3' CLR., 3' CER Q NOCK ANCHOk . S.2 _ _ -- -- — PW4 - >� #y I I � I 1 1 I I � I I I I I I I I � 1 1 1 �. „ _......,. .�,..�...,..,. ., ,,I..L.....I,� •�•*••rr•a: ., �� �,ul«>i-. mow 111111 t11I111 III ril 1111111 111 111 111 111 111 111 111 111 1 1 1 1 111 fp 111 111 111 111 111 II 1 � Ilton: If THIS M ICRUF 1 LME D ■--�••- 1 t T 3 4 Ij e • 0 "ING IS LE 55 CLEAR MAN THIS NOTLCIY 11 Is Oki To JD* QMITr Of TNI ORIGINAL I SING' DE Gt 92 lZ 9,7 se ►1z Ez er 1� oi' AI al- [I 91 41 trl cI zl II 01 • • l 0 __. 1 nII1nllnnlunlnnluvhN111n11m111r111N111m/INN11N NNIIIII�I MIIINIt,111nM1 11.!I.In II 1 IIIIIIIIIIIIIIIINIIIIIIIIIIIIIIItI1111It111I111:I1111IW1II111I1111InnllulllU111111I1 1 F vjzj RUARY 28 1992 3' YIN CONC. ,,,---SEF SEF COL. SCHEDULE 3 YIN CONC. / --SEE COL. SCHEDULE •,. -� SEE COLUMN S(AIEDULE CGVER AROUND / COVER AROUND I• STRUCTURAL STRUCTURAL / +4 CON #4 •le' 6•[ - - 14 CONT.- /-04 •18' 6.�--� T. V. ' DOWELS PER STEEL �ISOlAl10N JOINT STEEL i 1 LARDING COL, a NT 4' WK. SLAB ON GRADE x 7 COLUMN SCHEDULE NON-SHRINK ` i i�' i AROUND COI. NON--SHRINK-. 1 f . I S�_�AN GROUT I p GROUT 1 - CLF. 1 EL _ E P F EL. PL 2 El. SEE PUN 2 IFf , _ { -_€L. _P�/1N CIA EL SEE_PLAN �. _ 2' U.N.O J, 1' U.N.O. / \ . A 3/4'}4 x 16" IG. PIER 18" SQ. 2 J 1 ANCHOR BOLTS . i 2 1 ► , i -� , _3/4"% X 12'LG. W/ 3- HOOK ° Ill 4U� ! �J TIES 0 12' �4 • t 2'- IF /�/ AN(310R BOLTS - /4 X 10' I.G. •ts' O.C. CIA 3' CLA W/ 3- NOOK 4 • 18' ?' CIA. TO / / ?6' lJ1P MAIN SiEEL --- ° % �- ? (T. CONT. TOP k TMP. STD HOOK Q n BOT. t � TIES • 12' 26' FTG. - (CONT. 1HRU PILE CAP) n# y _ CUT-OFF ELEVATION SpLEDUIE EL PLAN S t ! / p, b - WiS .— -1- __ _ � • _ EL._SEE PIAN___-- • _ ..___- � "'` 2, All 9E BEAM -- 1 -- SEE TTG. � rLp SEE r":. CAP _f\ r CLT. \--SEE W TG. SCHEDULE ' �T 11 SIDES SCHEDULZ -- SCHEOL'E 3' CUR. 1'"0� I r ,r SECTION 1 SECTION SECTION - SECTION SECTION AN 1P"� 3/4' AN f- 3//4' a '.'-0' 3 3/4' • f-0 4 _ _ 3/4' . 1,-0"= - i H SEE COL. SCHEDUIL YIN. 3' CONCRETE FIL :AVER \ H ✓� 12 STEEL BELOW GRADE J 6 SEE COL. SCHEDULE 4 - 3/4'}4 HILTi HVA ANCHOR O NON-SHRINK GROUT 4' CONC. SLAB ISOLATION JT. NON SHRINK GPOLIT - E (,] A 1 EL 98'-0' - - P EL 98'-0" EL SEE P MI µ • 24 Ila • ,-=-Ate•-.- d (• :��. � -.___._ _ _ '� � •' `� ' EL SE PIAN All r N r-WitQ2) EL. PLAN --- - MAYO JT. EL SES PLAN 4 - 3/4'}4 X 16' I.G. I EL SEE PLAN t_ �% ANCHOP BOLTS W/ 4" HOOKS • ~ •'�• °D W a. Sm mm A \ . . PIER 24' SG. ► • . ► �/� __�.`_ 97'-0' i ► W/ 4 /8k f3TIES • i2' L 00 >. 3 CLR. EL SEE !'LAN ( ) 2 /4 CONT. T 1118 }N -- —-- - - 8• a• PILE CAP `EXISTING PIIS CILP 3' CLR I ---A4— 4 BEYOND bo !!• ' ° A 9 "i TIE BEAM W/ 4 #5 2 P •t PILE CAP �' - 2 +6 CONT. T k B 'n # #3 TIES • 12' { - -- R /3 TIES • 12' O.C. a SEE FTS. SCHEDULE a 0 SEE PILE CAP SCHEDULE -12'- A'Y _ SECTION ­C SECTION SECTION 8 SECTION 9 _ S-ECTION__�_ _ 10 SECTION 11 3/4 = 1'-0' 3/4' = 1'-0' 3/4 � 1-0 3/4' = i'-O' - ~ 3/4 - 1-0' 3/4' = 1'-0' ' x SEE PIAN ILEO. SEE PLAN NiEt�BBL '1J111t"1lBK DIES 0. ANCHOR BRIDGING "0 INTERSECTIN, STRUCTURAL :TEFL. MATERI K;: ). BEARING:. J ME1ME86L A. A. ITRUCTINAAL STEEL ASTM A16. F• )6 NSI; •NOIOP eDl-SV ASTM A307; ELfCTRmES: 'RID ALL JOISTS TO SOP'ORTING STEEL WITH ,-1i2-Of 1/16 FILLET MELD FOR OPEN WES SCR(ES E70; STIta:TURK TUBING: ASTM A1DO. GRADE 6. FT - a6 KSI STEEL JOISTS. EACH SIDE OF BEARING, JOISTS TO BE FIELD BOLTED AT COLON LINES. `d 'HE STRUCTURE 1S OESIGMED TOE SEI F-St1PPORIING AND STAPLE AFTER Ni MIL DING IT FUMY EXTEND BOTTOM CHORDS 0' 'HE SAME JOISTS ARO BOLT THEM TO THE BEAM OR aLUSBM- ti� I :'OMPLETED. IT IS SOL ELT THE 3DNTRACTORIS RESPJNi:BILITY TO VETE,INE EAEC'•ION 1. SPECIFICATIONS: NELOING PFRSCM•IEL IND MOCIDUAES ARE 10 BE OIUKifIEU P[p Al Dl.i. 8• EXTEND ALL 10$TS i• MIS INUM PAST OENTEKIRE Of,3UPPORTIML6 MEMBER INHERE PCSSIBLF. I -ApliOIAE AND 5EQ1fNCE AND TO INSURE TIE !HEFTY OF THE BU ILD[IG AND ITE COMPONENT UNLESS SPECIFtCKLT SIGN OTHERNHIfE. DESIGN. FABRICATION APD ERECTION To SE GOVENNED SEARJNGS TO BE PER 01MtA'S, ^�, WHERE SPEC2K INSTALRTt�N ,S MT GIVA:N. ACCORDING ' — EL 1OO�O'� —'- EL`iOO_O' PAIR OLXM[NG ERECTION. THIS INCLUDES TILE ADDITION OF WHATEVER SHORING, SHEETING, Pv THE LATEST REVISIONS OF: TO SHE STANDARD SPEC T:IGTIC.as OF SII. T904DRAFFY BRACING. GUYS OR TI DOWNS RM104 MIGHT BE NECESSARY. SUCH MATERIAL SwAdL A. AISC SPECIFICATION FOR'IE DESIGN, •AIRICATION AND ERECTION OF STAUL?1JRAL STEEL REMAIN THE 'DONT MC'OR 5 PROPERTY AfrEA THE COMPLETION OF THE PROJECT. FOq BU ILOIPMGS. A• MISC'fll Al/JUf: Al LDOI Of STANDARD PRACTICE. \ 2. IT t5 SOI EIr THE CONTRACTOR'S OF RESPONSIBILITY TO FOLLOW ALL APR ICABLE SAFETY (DOES AIC "- tMCrL%k WFLOING CODE, Mf Cl..-4S OF THE ARE RI CAN WELDING SOCIETY. A• ADJACENT JOISTS OF THE SAME DEPTH ARE TO .HAVE REB MEMBERS IN LINE TO PERN:r �-#4 • 18• �R• //j\//j/ ,4 • 18' VERT afOULAttoNs DURING ALL PNAsfs of CONSTRUCTION.pIJCT 1oN. D. $1 ECIFICATIUNS MR S!RUC'UTAL JOINTS USING AS7M Al STILTS, PASSAGE OF MECHANICAL DUCTS. B. EEE DRAWINGS FCA SPECIAL BEARING SHOEl, EXTENDED ENDl, ETC. � � � • 16' HORII. ). MECHANICAL FgAN IMO LOADS. DPENIwS AND STRUCTURE 1N ANY RAY vFI ATED TO MECHANICAL ). CONNECTIONS. • 16' HOR'7. 3/4- REQUIRD*WTS ARE SHOWN FOR SIDOING PQPOSES OILY. ODMTWAE:TOMM SHALL OBTAIN APPROVAL Of MFCHANICN. AND OVER TRADES BEFORE PROCEEDING WITH SUCH ANWION OF THE WWI. EXCESS A. FIELD+ANNE;icnis TO BE BOl/ED. OOP "AHM.CT:ONS -0 BE WELOED ON SOL-FD. YASDfIRT DOST RELATED TO VARIATION IN MECHANICAL EQUIREJAEVTS TO SE BORNE BY MECHANICAL _ ISOLATION JT. ISOLATION 'IT 2 i/2' R XNTRACTOR. OOMMECT1aNS To K OES'SNO 6Y THE OWICATOP TO O(rt:CP FULL s'IIF.1Gn4 a MFMKR. EL "PLANFaLOW :NSTRUCTLtl6ONOUTC�IMGS MR ONERK MRAMAREn OR PMTTCUAR ,x-Afls... FAINT,Q. 98-()" t --�N--y-•.---r.— a. SHOULD MY OF THE OE TAILED IN;TRUCTiONS !HONK ON THE °L AN1 CDNFL ICT 0ITN RHE ',ENEMI � �1Ie�— �•'1 HI / B• STAULT)ORK NOTES. THE SPECIFICATIONS M AM EACH OTHER. THE STRICTEST -MOVISION SINAL.'.. 4, CDIHCRETE FLOCK: Al NO (HOLLOE) ASTM CIA! 'S(XJO) r�' --,+�+--w --T-Jj+---.•-.— T� AL � �F�. A. ')G NUT PRINT STEEL 7R NAgR L�Tt WHIOL MLLI !Y ERCAS EO !M fDNCAFT[ M ARAGON?'', URI ANY STEEL WMI(M WILL IN LOCATE! INSIDE 'NI FINISHILZ. PRODUCT 'DNCEALEL FROM S. ' ►TAR' "'t'f S. NININ{IM COMPRESSIVE 51TAENGTHt 1.00 PSI VEIW. PAINT FACES 40 EDGES UF EXTERIOR EXPOSEIH STEF1 WITH TWO )OATS )F REC Jx IuE C. BOM BEM AND 'apE FILL: ASTM:470, COARSE "pf GOVERNING 'DOE: 1986 JNIF)RW BUILDING ODPJE. PRIMER. D. JOINT qE tNPO11CIHG: STANDARD OUR-Q-WK. M0.l GALYMIAD MINI: ' 2 1 2' \\ \\ /\ / 0. DESIGN LuAnS: 1. MTfCfIIAtNiWf: "6- I 70 PSF LIVE LOAD' 2 6'—,I• lWR a0 PSF SUITES 5. {i SCELIA;)) HOLESFOR 071ERf, IF OPENINY IS TROT SNCWM ON 7WE STRUCTUIIAL pRAR1NC:5, A. VERTICAL COLLAR JOINTS TO BE FILLED SOIIO NEIN RORTM.EL 9T- 9T-0 r roof 0o PSF OORN1tDOHtS B. fn- -ORE SOL I'D MOulO AMIpOR ears. ►. ' _•t1 C.�, B, STEEL SL/14RT;NG OR CMHfEtT1Wi TO MECHANICAL Alt OMA Et7U1/PE AT AND NIDD/ 1►ENIPIGS =. HOLLOW MASONRY UNITS TO E LAID WITH FULL ADRTAR :OVERAGE JN HORJZONT AL AM w 0 � I OBTAIN 'R LOA MAOVK. �`t ;EISMiC ZONE 7B 1 vERilCK ACI SHEIIf. OM SHALL ALSO BE RIEOOED HM TIES • 11'1 .LYPIGALD.SI4B CONSTRU T S Olt Y. CONTRACTOR SHK_ R:CON,•ILf EXACT SIZE AFC ,3CATION AIto MICHANICK AND '•OOTINGS. AND WHEN ADJACENT TO CELLS 3R CAVITIES TO SE REIMRGRCEO OR FILLED WITH Q CU13D1_JDOL!_ AI SHORN ON MEl>tANICAL ANI/oR OM fTRIPCTURAL ORP•tNROf !S SHOWN FOR BiUO[NG PUR►V15E5 THE STARTING CORSE ON P • fs......J iJNL1iEiE OTTER PEGUIREWW BEFORE PROCEILING WITH HIS WORN. -ONCRETE 3A '3gUt. SOLID LiM TO X LAID WITH FULL HEAD AID WO JOINTS. J. PROVIDE JOINT REINFOOC114 AT 16", EXCEU T AS NOTED. Yy: f p ' • SAWED JOINT TO CUT EVERY OTHER 1!AkE tF I" 0, MEL VELEM BENDING RATES T: BE NON 4 MINIMUM Tv>1 T PROVIDE APPN(/RIATE MASONRY ANLNORS AT I6-D.C. MAX. To TTE MUBOIMY TO ADUTT ING h7 A f R SEE PLL' CAP 3' °p M), D. STEEL PROVIDE L/A ON ICK C TO TY Fp7EC ED Nv A MINIMUM OF AR Of f M MAE OR a• OF )ONCRRY WENTSCAL STEEL AND CONCRETE SWACIS. fG-M ` R7S JO FlLFIL MAT}I 1/8. IN MESFI Al ,JOINT 1. MATERIALS: f WNICH 30LNOT EWIREEA MARIING PLATT. ALL SEARS efMtNG OM MASONRY OR ANCRf7f r. FMOVIOf 101i NLOCRS CR SOLICL" FILLED HOLLOW MOCKS AT ALL EXPANSION BOLT t $C♦IE�III.F JOINT FILLER F, Pill HER V, RASHER AT ALL ANCHOR BOLTS. LOCATIONS. ,4 A'+ D ., SPECIFICATIONS: IN GENERAL, 'HAPLY WITH ACI-101-87, •SPECIFICATIONS FOR STRLP_TURAL J. FINIS ENDS OF ALl JOLUMMS. fTIfF'_IERS AIO tL OTHER NHEAOEgS IN DIRECT BEARING. A• ALL SIAL FOR VERTICAL WALL pE:NF01Ci110 ARE TO e[ LAPPED A MtN1M1R1 THF 4 BAR 2 +6 CONT. T !B -- I--------_----=�A I/4•- -_-�_ EL SEE PLAN bNGRETE FOR SillNOS". PROSIER! MOLT HOLE! FOR 10157! BOLTED TO D[AMI AND ATTMiAAMENT FOR JOINING e7R[IDEO DtAAAETERf. g. STRUL-TURK )ONCRETE _Wl A 8t' L �.—_ HHS--M--�.�— �f`_.T/' I JOIST BOTTOM CNC1R03. �i6 �LiS LGGAIS�I 6. ("wM:NNt1Y: LW16 'NOTES •F~ "�' I FOOTINGS. PILE CAPS. vjRADF BEANS - 'O V, A. PROVIDE ANO EJECT 1 TON OF STINCTUAAI AD/OA MISCELLANEOUS STEEL �STOWTUFJAL •'FIDE LINTELS :~VER ALL CIPININBS IN MASONRY WILLI. REF[A TO A'14NITIECTURAL AID U INAPI1. ANGLES. PLATES, ETC. TO IE Ufto AS )IREC'TFD ST THE ARCHITECT ME'>+AN1CAL 7RAM'WS MOR SIZES AID LOCATIONS OF OPENINGS, AND. FOR STANDARD iNTELS, -- __ - It SLABS ON GRADE. APD ALL :NTFRfOq llNCRETE .HOT OONECTIOPMI TO■ PTILO-VELDED IF RSOUIRID. JSf THE APPROPRIATE LINTEL FROM THE SCHEDULE BELOW. FOR NUMBERED LINTELS DESIGNATED -- TYPICAL FLOOR CONIF<OL JOINT - JN Ni STRUCTURAL ONAWIRAII, LIM THE S049CULED LINTEL. FOR MEOtAMTCK OPENINGS 40T O 12' - )TINE RNTSE IDENTIFIED 1S DO EXC%MING I FEET, A Eln"N" D Si BIAN NAY BE USED INST&O " A STEEL SEC-ION. U, III WALLS. ,.'0111MN5. BEANS a000-+" ,� '� W&�� 1. NKE ARONITECT� HK DETAILS SPECIFY ANplf L;N!ELS. PROVIDE THE FGLLa1ND POp :Aa A- 1 1--+A•1 LTrt�, r V WALL NIG•MESS 'USE 8" MINIMUM BEARING EACH EN)), SECTION '�` SECTION D E T AIL /` IV EXTERIOR SLAMS ON GRADE, Ex,F41 JR RKKS. AND i. INTIMI ALS: SECTION . ALL E<T Eg1011 ..VNCRETf >A , � - -------�_------ 12 13 14 �T OTHEI•�IfE IDENTIFIED 4WD O ETH AIR) A. STUOf AID TMCP.S. :6 MIM 0:AGE STUDS: ASTM Aa46, :,RALE A, FT 33 KST. t4 AND '0 ORI-�" \1-V2 x ION z EVIL 3/4' + 1'-0' 3/4' 1'-O' N.T.$ V POST TENSION FLOOR SLABS s� 16 GAIN STUN ASTM Al 30M 0. FY-S;KSI. a'-l" TO i' 6" [ 1 z !-►/2 x S/l6 ll1 ...p- - - L^ f'-7- TO ,I-6• L S X 1-112 x VIS LLV IS00 1. SMCI►ICATIONL: $ELOtNO PERSCWCL AND PROCEDURES ME TO BE 3LWIFIED PER Mf. DESIGN. 6.-7- TO II-C• L S X 1-1/2 A f/1S llt FABRICATION. APO FREC'TtON TO BE WVEW40 By LATEST REVIIIOLA IF, JP;�T��,i' vi ffACKf ILL BELOW FOOTI437 V ALL MEFORWO REINFORCING BMS: FY 80.000 PSI. A, AISI "SPECIFICATION Of TXII DESIGN V COLO-FORMED MEL STRUCTRAL MERNl 1 1. FIELD MANUAL: PROVIDE AT EAST ONE COPY Of1TRJCTUMW. WELDING HDDE, MS 31.1 OF THE AMERICAN WEL01NG SOCIETY. L THE AlK'I FIELD EL D REFERENCE MANUAL. SP-15 IN V EHE FIELD OFFICE AT ALL TIMES. 1. CONVECT 10Mf: J.. 1. IDNTINGENCIFS, S � ' ;, ,y 1,• A. K, CONNECTIONS TO BE f ELD WELDED OR SCREWED, A. PROVIDE I TON 01 REINFORCING BMS TO BE USED AS UIRFCTFD BY THE MCNiTECT. LOL0 a, FINIfM, S ! KENO IN THE FIELD, If REQUIRED. R. PROVIDE LEAA CONCOCT; CLASS Vi' "WIN PDUNDATIONS FOR ACCIDENTAL OVER EXCAVATION, A. ALL MATERIAL TO BE GKA'ANIZED COATED IN ACCMRDAC[ WITH NITN Asa 4-63. SOFT SPOTS. AN) Tp[NCHES. B. rfx1CH Li BLEW O■ELOf NITN ZINC RI OC PAIWT. a. OPENINGS, S MISCELLANEOUS,k; r '1�4, A. OPENINGS SHgM AN FOR 91UOIMO PURPOSES :)MLT. RECONCILE THEIN EXACT SI7E AND A, ALL FIELD CUTTING TO IN PIWDIMED WITH A SAM. LOCATION W141 MECHANICAL 00 OTHER 4COUIREAENT'. NEMRf PROCEEDING WITH gopx, S. WELD 512E i0 S[ Hr)2" WITH All TYPE 6011 011 TO IOL Atx1. y/ p e, tF CT OPEN IN7 NOT SHOWN JN THE RANT IS NfO11tAED, SpAM AR+R1 AL Of 11MN ND.)HAKICAL FASrIWq RS *D BE SELF YAMIVG 17 SCREWS AS MANUFACTURED By WILDER. STMUC7IRAL ENGINEER BEFORE PpOQ EO LNG. .. INC. f. FOOTINGS, COLIJMIS, WAIF: J. YNACKS TO K SOXIll ANCNOIED TO SUPPONTIIMI STRLCTURE WIN lli MR SC1IN AT EACH SIDE OF TIMACRS. / I. PPOVIDE BAIONING AT ORB- O.C.. LIKESS NOTED OrHfill F. JOISTS TO BE LOCATED DIRECTLY OVER NEARING STUDS M A �.ONV ^ISTRIRITICIN NENKq !j.. i A. DOWELS IN MDTING4 To MATCH VERTICAL T -N JR WK L. RE(NFORC TMG. 41MLL K ORO,TOED AT THE T� TACK. 8. AROV tO( - S BARS AROUND ALL WALL OPENINGS, EXTENDING TARO RET AWYON)OMNI tN 00 MOCKING TO M PM1040 WHE,•E JOIST ENDS ARE NOT :'TME MISE ESTM,NED •rd [VERY DIRECTION. OPEMINas IN WALLS NUT fx(x[DING IZ• x 17• MAY r K A[EYEO AI AOTAT IOM. REQUIRED IT WORKING THE Rt ft PW STEEL ARCING THEN. ' PROVIDE CORNER BARBS AT WALL AN) FOCTINy aDbERS TO MATCH HORIZONTAL R[IMPORCINS. - t MINIMUM LENGTH Of F'04 .fG - IS BM UTAETENS, ), CAST IM CONTINUOUS (LOVE rAVI. AMM011 SLOTS, 11N VERTICAL !LIRE ACE! WHEAL MASONRY SIfUL 1= L Al 1S- O.C. FOR ►M. LEL SURFACES, AT CEVRI&JAN OF MASONRY NOR FERPEIOICJLM SUMFACEf. 1. SPECIRC•.TIONS, 6. SR ICES: A. FADRICATION APO ELECTION TC BE PIN UI REQUIREMENTS. A. SPLICXS FIR VERTICAL STEFL VOTER THAN $TEM WALLS) IN WALLS OR PIER$ - LAP 10 B' WANP/ACTIRER TO E A MENtP OF IJ I. "IAM TIPS. B. ;N fiiMS ,yI AAL.LS, STARER SPLfCtS SO THAT NO MDR[ MM l;t tr THE MINFOPCINCL 1f 7. Mt00IMOH SPLICED :N .W GIVEN ')MOSS-SECTION. STASRR SPLIfaS 16 DIAAETDIf. '19CMM LAP A. SPKtRS N "ft ON TIE I-WrAL?30 BJT NOT IIS! fNAN I�YiS>1D B1 til. \� Fn• ATN/TINB, A.W. AID N0017OWAL WALL RITRFWTMO - SB DIAMETERS. (All NOTED JAtMtf[ PROFTO[ THE r_,AjN0 MIDBIMM � T J �fi 'XY STRICT(ON JOINTS: 1. W- 8EA1 t1 J PPROViD Sy 1111 T1'ALMf'T1,fi l "Uft HORt10MTK BRIeeONB POLI K-O"M PA 1'" 011 YIK UiNOAMLL tSI1MRER Rfi SI<!! A. ,DIRSfPIUCi LUN JOINTS PNIM[T'TED ONLY WHET SHOWN LXI A! A NrMR R(iA ME idM�l POR !►ANI OIEA P!SITY AE11, (� '1.in•• H ""j" I' , ENGIN[EM. ALL OOMSTMUll JOINTS M[ TO BE xpFD. 6. 4MZOR4. BRIDGING MRL' It omm To THE 101.111. ID l THEIR OV r 11p tADRIZONTAL 8p(dIT 11WBtIN NO JOISTS 'HAh 2Ai0N1EWTPI vO[ tArMAY 9EEJ5.OI�O H i ►1011 OF OipORNI SRI''UtNR TO It ANDOMC Wim, N1110 Tt 9410GING UKESS MOWN A "»/ {M PAOIAIDI MSfAOE FOR )Rwl WORN. • EQ Of if; SNI �a 'rR—Ffl' ' ", 0�►caON A, RD IF All • .. I _ - . I�I}.IIIIIIiIII•ILII'LILIE'al�llll�IlIIlII1�1IIII�IIIIIIt�11 t�ti Ill1 (II►IIII�IIIItl11111'LI, ILII III IIIIItI11111Illtllilllll1111IIIIIIIlIII111111RIIIIIIIIII�tII�Tlllll111IAIHIIIIIIIItIIIIi HI)TI If THIS M1010fli_NED L_ �_ 2 3 -- 4 ____._.5 1 e 7 1Je 0 -- -io I I I DI LNG IS LESS CLEAR MAN THIS Pill TT IS ON[ TO Dt 94WITY OF tW ORIGINAL DAMMING. Or 62 N? a 92 SZ ►2 1e ?Z IZ 02 61 EI LI 91 of ►i EI 21 II 01 5 9 1 9 S u� b H I "•"` d1llllllllllll11111111WII11111.MdIWRRItWM{ILLHbIHIIHEIHHhH!IMMHIIRVEILIEI�LMIIHH6HIIfHI�Iid1lNINE►LEIALIf1IEI1RLdInII111:hInllnlllnllnlHl,lnllHlhlnh(uIHnI1HIIIR11111nII11111111bullunlHIRILRtLIIAHIInLInnhlulNRInI11ul1h1u1111RIIH11111HII HInLIIIIIt _. tw FEBRUARY 28 19 92 ''f�✓' (2..3 Y3.8 5.4 �,5 9 112 12 12. 23'-9 3 /' 2S' 1 4' 19'-11' 30'-5' 1J'-8'- - _--- - --- _ -- -- _ - L- 9'-4' 14'-4' FACE OF EXIST.-�, I I \\ k 1 \X - I _ ry ( / �CON1. L4 X / X 1/4 9 xl �' '�w o I 4A' 3'-2' xx+ 6'-0' .I 6'-i' 6'-3' �I i �- 1 EDGE OF DEG( 38 CC - - - _ _ _ _ _ _ _ _ 1 J0 ry W118x (� 117-jO 3/4 _06 occ L- x L. 1 1 w FIELD BOLTED E-4 -- 15A, / 1 ROW I CONNECTION 0 HOR17. B�IDCtNG 0 1 1 N 1 1 1 I 1 H.2 v w3o x 90 � 0 � �16 __ w36 x150 I 11 1 4' � -"'(EL. , '-I , �:D - SPLICE 20so I 2'-2• 1'-7' 8 SPA. 0 6'-0' = 48'-0' 5'-0" 7 SPA. 0 6'-0" = 41'-0' Y-4 4'-6' 4'-7' 4'-1' i Ni I 1 i 1 1 I v N 1 Y imp � i r 5 ROWS BOLTED I I N / DIAGONAL BRIDGING (HOLO TO LOCATIONS I - - // DESIGNATED) VARIES (SEE DETAIL) I J ' WI4 z 30 � 10' L 117 5 ,8 --- __— ' AAS + 17 a SD se — --- — -- — - -- A 6 -mac_-_ - - - - - - - - � � . M H S7 -3 ^ 4'-6' 3'-6" 6" 20'-7- 16'-6" P EDCE OF DECK -- - IN 1 r— -__-J S6 56 1 20'-0" 22''0' 22'-0' 15'-0' 15'-0' 2'_O.T1 1so S7 It Iso ' 3.4 STD. STL. PIPE L2 X 2 X 3/16 X-BRACE - -�� �7• BASE PLATE 3/4' X 10' X 10' 6'-0' SEE 15/S8 - 2 REO'D 12'-p' "J ~ REMOVE EXISTING CANTILEVERED SLAB I —_ e. - �- THIS AREA TO FACE OF SHEAR WALL 5'-2 1 2' / 3'-6 J/8' I W/ 4- 3/4'4 X 12 A. BOLTS AS SHOWN -4 ON LINE 38 15 1 - L3 X 1 X 3/16 (1YP. OF 7) SPLICE so ,5 I CG.. ABOVE S3 BRACE - TYP. 0 19 .---- - - - - - - - - - - --- - - - -- - - - -- - - - - - - - -� - -- - - - -- - J 'EA. JOIST SEE 15/S8 W30 x 99 58 t W30 116! --- -- -- - ---------- _____ _ - -- _ - _ - . ��fii_ �� L. 117'7 - - —� L. 117- C"4 1 -1 o E0_SPA 1 �=-�--- --_ ----__ _� --•-- -----�-----.`/yI �--, Q' N 11II I I I I I 1 l ' W10 x 15 w10 x 15 N I W10 z n5 w10 x 15 1N!0 x 15 I W10 z 15 I I � � ® m .o ' fe=191k I -I- - - I 1 0 O - o o fe = 94k 11 -1� 4 �' — EL_11$�t 4 t1j�-t�4 — ---i 11 / ;. 1 -t 4 L. 111 LE 1�) x� _T L2 X 2 X 3/16 x-BRACE a - e.-� J �' -- - ' ' /4 x 6'-0' TOP �� SEE 15/S8 - 2 REO-0 4 #4 x 6'-6' TOP I EDGE Of DECK O e. o • 16' O.0 TO O Cj As s11owN Q •9' D.C. 1) , 4 (� O O 0) se ® O (LINE 1 TO LINE 14) © Lj Life = 245k ® Fe = 115k U. - p---� - / r, \ p • O � n • L. 4 11 x 5'-6' TOP � 4�Typ 0 9' o.09O 6 04 x 8'-0' TOP /16 #4x8'-0' TOP ~ �'r /4 x 9'-0' TOP TYP. •6' O C. I lJ • 4. O.C. ye '=' OD � �• 16' O.C. 3 �(LMIF 1 TO LINE 14) 4 /4 x 5'-6' iCQ 4 /4 x 3'-6" 10P -- (HOOKED) 1 9" O.C. N 11c.) �y -- � O •9' O.C. '� � ( � n 57 n �) IFe = 151k Fe = 151k • - - -- • r ® � — Li L3 Li u `'/ Lr Q 37L 6 -- ----- I I 10 -COL. A80VE $7 9 TY PICAL REINFORCING -5 1/2' SLAB 3-6"1 / 14 0 18' O.0 TYPICAL REINFORGNG INTERIOR COLUMNS -'f x 5'-6" ,; �f / _.OAT EXTERIOR COLUMNS ; 6 / OP N 1. 4 x 4'-9' TOP I I Il (HOOKED) 0 41 O.C. r--_ 4 •5'-4' TOP • 6' OC 51 (HO 0 18' O.C. L _ 4 f4 x 3'-6' TOP (TYP 0 SHEAR WALLS) 4 #4 x TO' (HOOKED) •6' O.C. Fe - 9Jk _ •8' O COI i x X X r (D ® 0 13 se, - POUR- STRIP 6'-6 I 2' 6' .••� 13'-3' IS-3- IS-3- 13'-3' 13'-3' 13'-J' 13'-8' 13'-6' IS-3' 9'--0' ------- - - co (4) t DESIGN (14 LOAD 40 PSF ROOMS ' S `6 7 8� 9 10 11 12� 13) 14 15 too PSF CORRIDORS __ t. 2 FLOOR CONSTRUCTION, 5 1/2' POST- TENSIONED CONCRETE Fl/i PLATE 2nd FLOOR FRAMING PLAN 04� 3 F. _ EfFECT1VE PRESTRESS FORCE I/B' - 1'-0' 4 TOP Ix SLAB EL 113'-0' S. O INDICATES MON-STANDARU AISI SEAT OEPTM � S4 1 opmom ., 10 IRIiiiiirIM► m --in _1111111. loll - IIIt�11'I111�11'1111�1111�IX,,IIIIII�IIII111I1111111�IIIIIIIlti1111�1�I11�1�i111ropl-gle ! 1o1 '1"(� t N � 11114411141111 1'1]1 111 111 111 III 111 111 1,1 IFI 111 111 1) � I � , � .. NOTE; IF THIS MICROfILWD L 2 3 4 �1 II I DRIIMINU IS LESS CLEAR THAN THIS MOTICi: 171s DUE TO By' Do 4WITY Of THE ORIGINAL rAwTHIS I r. AE dt eZ tt 97 SZ ►t EZ is is O7 �1iLI 01 fl •1 EI 7.1 11 N 0 • [ 0 SI _p ♦ E t t"" x111111111n1�unlnll�lmbal(Iulul�Illlun�uMMlulu111n1�a1111u11ntunn�1�4t1�NfI��11A1M11u1�1III1nI�IHl111 1 IIIIIIIII�IIIIIIIII�IIt11NU�1!IIIIIII�IIIIIUII�I'llllnl�nnlllu�lII1111U111�f'U�IIIIVIIIIU1►1U11�1111) I Ad 30 FEBRUARY 28 1999 A .4r I . y -`14 1t f y�.y R., t r f�M r h a • �; 41 1 R +' h l t, / Y „ 27'--9' ... 6' 6 1 � a 7 4 R BB AA M H L 1 1 M y� I 0. Fe = 144k R- 1 r � P ® 4 ' B Fe a 1 'c. ADD 3 #4 x 10'-0' BOT 45' ;o IF = 94k �1 1 0 N r G'-0' TOP 5'-242' — 6 7/8' O © �— 1v N 4 /4 x 6'-6' TOP . Fic. • i6 OC. , �� IJ . io • 9' O.0 I ^I 1�1 •� ( 6 Z- (LIN� 1 TO LINE 14) Fe 245k O O 1 ® 711 © cJ >i �`' ® ® 4 p x 5'-6' TOP I I 1. •9' 0 C. N4. A' 14 x 8'- 4o�8. 0' TOP 6 i4 x 8'-0' TOP /yI •6' OC. I I �jf •' 6 /4x8'-0' TOP • 16' O.C.0.C. TYP • 4' 0.C. ^+ / (LINE 1 TO LINE 14) 4 x 3'-6• TOP D•1 ./ \ 4 #4 x 5'-6' TOP T Se TYp H = / r y) 0 G •9' O.C. , � , C. 1 (HOOKED) • 9' O C� N / I Fe = 151►IJ u u 13 ® III Fe - 151k 0 e � se � O n > > T T1PICAL RENW0ttM /4 0 1E' 0.0 �ss � TERIOR11N5 I ' S-6. _ - � AT E1(ATERkOR COLU�kINS 1/2' SLAB _ r �_ 04 R 5 4' 1 j y / • 6' O,C1-9' TOP I I HOfatED _6• TOP 1 x 5'-6' TOP 4 #4 x 3'-6' TOP- ,TYP • SHEAk wAu,'� N � (HOOKED) •6' O.C. ,. > r , Fs = 93k �y • B• 0 C.® (!� O O HCl Fe r 93k O �� ?Vj (:D �7) _ ri Q D4 ----- ----- - - ---- ---- ® F M _ I POUR STRIP B'-6 1Of 2' --- - ------ - 13'-6' 15-6' 142'-3' f 1 2 3 4 5 6 7 8 9 10 11 . 12 13 14 15 3rd- T Rte! 7M_. FLOQR FRAMING AFarA to t; 22 , tA& � 1 OE" U14 IOAD 40 PSF ROOk15 , > 100 PSF CORRIDORS 2 FLOOR CONSTRUCTION 5 1/2' POST-TERSION0 CONCREIE FLAT PLATE. T rA 4 � 3 le EifECnvl PRESTRESS FOR( �. .. 1 TOP SLAB Ll 121'-S i/?' i1F 129'-11' r 136' 4 1/?- 155'-3 /2'155'..3 t11' 7th W�7 GINFEIa�G� x ,; i • 12,$9i I s OWN ' / • - '� • 1 1 1 1 1 1 1 1 1 1 1 1 ti i � l � I ) I I I � I � I ( I I`I � �� I � I � I � I I I I III ( I ) IIIIIII111IIIII111I1111111'IIII1111111I1111111IIIIIIIII1�111r11I111lalali1111111i111111 _ � � � � 2 3 4 5 6 7 19 9 110 II IZ NOTE: IF THIS MICROFILMED --------T— –_---- _ —_.�_._. DRAWING 16 LESS CLEAR THAN THIS NOT10ii 11 IS OUR TO 1!9 QUALITY OF THE ORIGINAL Imo' Of 62 B7 JZ 91 SZ ►Z EZ 212 17 OZ 41 91 LI 91 SI rl EI 71 11 01 6 9 1 9 S �� ► ► I"•"" aH1�In11nu�iUlluu�nulnn�uI11111Ill IIIIIll III IHIIIIll 11n111alhulII11611ofIIIofIIItIIIll IIII1111IIloilo I,IItIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII I I I I It II II II IIIIll IIII I I I I IifII-I Ill imiIIIIIIIIIIIIIIIIIIIIIIIIIlIIIIIIIII IIII�1141111I11Ill III11!11111111(11111111Ill ill IIn •r FEBRUARY 28 19 92 ' �, .,. .. .. .r_. ,. _ s.err w.a' Y. .Gia «i.r � K�i.ii':�giiiw•fT 4.-v. 4Y. 1 g xr • r r. •� � • .. . s '�t��Ta s�� i .'�.Vic,{a o f a p •g' r• t �•� �. • r � � � iy ` . tt ]V,'• ` i Yv Cyt ..aa �;: ,y l�F y,, p'4. T ♦4'n�gDW $a 9pV, ?1` r 1:' fi,w t t Ri. i'i� 7 4A •. S YtYf P�1Pt4••P' ... Ij u V A Iia r t _ 17'-A• Fe 113k r R B8 AA �M H _� Fe 01 CID ci) Fe 144k 5 (r I 4J4 i 'v I y { r� ---- ---- --r CAMBER 1/2' AT EDGE 7 1�Pv �♦ x tN�-� + rn ri Li - -� �.��" � ---------- x 9'-0• TOP xT J 0 16. O.0 >a o i-6 ,4 x 6'-6• TOP I � � � ' U r ; 0 6. O.C. - 7 +n x 0 I U F• = 277kCD i • i • F• ' 131k • x �*n' F •\ �i. 4 #4 x 5'-6• TOP i I •*•x'I an -� 6 /4 x B'-0• TOP M 0 e' O.C. TDP I I TYP 04. O.C.. w�f .r. X 12'-�• TOP- O x •i"'e• T� b 16. O.C. 4 04 x 5'-6• TOP 4 TYP. (HO KED) 0 it• O.C. C. \ © �-D F• - 151k F• = 151k • ! �,r a,.A •1• _ � ,,% / N -- --- -- -- -____, _ .r _ - -- --- ----- -- ---- � - ---_ -- - r�i •,�"''�www � e +� TrPICAL RONF"ORCING TYPICAL REMlFORC69c /4 1e O.C. I I x 5''-6• M AT INTERIOR COLUMNS -' AT E7t1EftlOR COLUMNS •i ' 6 #4 x 7--9* TOP 1 V• .�.' r x 5'-4• TOP' 9 �4 x 6'-0• TOP v �6 /4 x 7'-9• TOP II • S. O.0 •j 0 1E• O.C. Ss • 16. O.0 0 8. O C. I LL x• jTYP. • SHEAR WALLS) 4 +4 x 3'-6• TOPS - r . 4 r 5-6• TOP . 9' I I (HOOICFTI) • 9. O.C. •9• O.C. U O �� F Fx = 120k O F• = 120k Li rfA T (• J + ,. F•.. dei f18 �,, YPOUR 7w ` >Ee• 13'-6• 13'-6• 1J'—r tY—r 1�—r 1J'—r 13'—r 13'-3• tr-3• 1J'-J' 1J'-t• 13'-6• k - - +a a 1 2 3 4 5 6 J 8 �J 10 11 12 13 b14 s �. a—W-THRU ROOF 09 0 PLA Tie F/,1`y y ,teiva, >V I' 1. DESIGN LIVE LOAD 40 PSF ROOMS 100 PSi COBS r :r 2 FIOM CONSTRUCTION 5 1/1" POST-TEN901111 CONCRETE FIAT PLATE- . FG y * 3. Fe • EMCrVE PRESTRESS FORCE --- a ' 4. TOP OF SLAB El. 163'-9• f, •�r �„ - 171'-2 1/1' 180 e• Koos) g� 4L, 23 Y z_— _— — --- - — — — •. . — ..w..fir.-_ a - 't• (1I��rlr�rlrl�iN�rlr�rlr y r11�III�11t�F1Nl't��ll'�'I'�111�III�I �111�11'�111I1�11111'Itf'1tIIlI1I111 I r1 I111�111I111�1�11111�111IItr�r111111�rlllrtl�rl1'IIIIrIIIItII111I111�IIlIIIlIlr1 ! + N111 IF THIS MICROFILMED 2 , '� 4 8 8 7 • 0 f�10 11 lid OIIAMI►Ri IS LESS CLEAR THAN THIS NOTIG6, 17 IS DIA 'D THE QUALITY OF THE ORIGINAL DOMING' Ot of It It ft se ►t ti it If Ot Ot 91 21 91 sl 11p i F 1 I 11 01 e 9 1 9 rxInIN1lnn�nnlun�nnhmtiudur�IH111N1�1rRIrrN�rrahr�r►«I+nr�Nuhur�nrrlrnr�N+1E4Nrr�NrEln�r�nuluu�uulunl� Iilly�nulnn�1u1h1u�m1111u�1ullun�In111nl�unlwl�qu�Inl�ulJnn�nnllnl�uuluu�Illl�lu�uulnu�lnl�un�nnlun�lluluM FEBRUARY 28 1992 , If f ,. COLUMN 8 C H E D U L E SHEAR WALL 8CHEDULEAc ► STE�L� -. ,i ^ E.j CIS 012 813 Al2 F V &3-7.5 8.3-3.8 L Ots 014 F.13 01 �' W7.5 B.3 tt.2 WAIL W1 W3 OW 14 E14 414 fi AA-11.2 -_. 1 2 4 ` lA f7 DA 15 C12 � AA-12.2 f I[ME NT A A C U A Ij � 13 a m t a C13 i6 �,` 88 12 --- - 6'-t 6'-t �1 88 12 2 14 E10 (at �/F� CC 3.e R A CC-5 4 ble y 14 CC-9 . .+ I oil F _ rC- 11.2 LIVF[ to 14 . 1e• #4 . 1I µ 0 1t #4 . 18• µ • 1t µ 0 1t #4 . 1t µ • 1t I ^, E.F EF EY E E.F f F. E.f E.F. 3' ]F�-- -1_c 4 1611-r d µ 01t µ • 1t µ • 1t i4 . 1e• 12 . 18 12 x 12 12 x 18 12 x 18 12 x 18 E.F EJ EF. E.F. 4 #7 4 0 ' 117 4 #7 4 +7 � . klbEl 8 p • tt p • tt 13 .\ 1t p • 1t p • 1t " iL. 17m 1/t I JIP III- J4 . 1t 15 . 1t 15 . 1t /4 • If EF. E.F. E.F. EF. LMS 1 LEVEL w I4 * 1Ir js • If /40llr 15 • f `4 . it #4 X4 . 9• � +.. E.F. E.F. Ef EF. E.f. E.F. E.F. 7 LEVEL a 14 . 9' 05 • r #4 . t 160Ir 115 . 1t 06 • Ir 050Ir %. E.F. E.F. EF E.F EF. If E.F. 05 . 9' #4 0 18• is • 8• 114 . 9• #7 • Ir #6 . 12. 116 . 6' X15 . Ir E.I. E.F EY E F E.F. E.F E.F. E.F. S 1fVEL 4 136'-41/t - 050T 114 . 9' +6 • K +5 . 9' #e • d 117 . 1t #7 • s• +6 . 9' �.f. E.F. EF, EF E.F. E.F. E.F. E.F. Il,1E1 4 LEVEL. 3 M 6L 121'-1 f X16 . 9• µ • 9' 170Ir 16 . 9' �9 • Ir #8 • 1t 08 . 6• 07 • Ir E.F E.F. E.F. E.F. U. E.F. E.F. E.F. 1 3 LEVEL 2 # # L 121'-5 1/t v i . X7 . 9" is • 9' p • ey J7 . 9' #10 • tr s r ItxIs 12x18 12x18 12x18 L �: • 1t p • 6' �6 . 9r - 4 4 4 7 4 7 E.F. E.F. EF. E.F. E.F. E�. E.F. E.F. IM 2 N t 13 • it 03 • it 13 • It FOUNDATION # # # i L 113'-fl } f r r A} 4 17 DONEES 4 #7 00111E1S x r �1 �# 12 x 18 12 x 12 12 x 18 '� `a 6 /16 41' 18 x 18 4 ,8 +f- °8 N • tt ;, • tt •4 p 113 • It NOTED: I ALL HORIZONTAL STEEL: +4 • 18' HORIZ. EA. FACE, EXC. AS NOTED. 2 ' # INDICATES CLOSED TIES REQ'D. PER DETAIL 3/S7. ' F � -- W,4LL W 1 TOP BASE E' 3 111P SCHEDULE: 4 - ZV r t4l a �. y' 21 6 `1e 4J6 410 4 #8 78 - � � E 9 = 42' 3 r •} IpILM'1ME 2,3 1 1,2 2 2 �1C = 64' ' w 4 CLEARANCE - 3/4', EXCEPT USE 1 1/t WHERE TIES ARE REQ'D 1 1 PER NOTE 2. '1-% M6 1'x12`x1t 3/,611x11 Tl?. 1:L So ME 11RE A A r v ELEMENT A _ 8 _4 uj 4 WALL W SI.OPE • MAX 1:6 1 2 ^ � 4, 1/t CER. (r.) -�- 1 t / 9' 9y � a :e E (Do TYEE I TYPE_2 �Y�3 BASE PLATE TYPE A ADD VELS 0 LEVEL 2 112n1e 3.8 ElF1AENT A 9 A r COLUMN TYPES `� 1101118 BELOW3- �„��._ 1/t MR. DECK . >` " CONT. L4 X 4 X 1/4 - a. _ SECTION 1 SECTION 2 314' V4 Bol rTo DM,0M r ;; f3 ctosED TIES • 6' 0,C S ARE IN ADDITION TO TVP W HOMZ SITEL, AND SHAIi BE - < ARRAI H SUCH THAT EALH BAR ' R. d / IS ENCLOSED KIM A Tr rf*NER r Ff �,•, � - NEW i? X 18 COLUMN _ I 3 SHOES OF COLUMN I 1 - T'� ► •,e. ADO 2 1 I \ N 1 SAN C111 ! REIIO'IE k DOWIF- 2,• I -� EX15TM4C SLAB EDOE OF EAST, SLAB -- - --- ti EDOE OF rke R" SLA U M 1 1 1/4 • 6'-0' O.0 IN 1�`I - ,i '.•� EL 113'=a� �rr y',, y 18xte BELOW �' EXT. }R. EL 113--if-- II 3 to Y MV; OEF'IH OF 14 FA,Or • F A,4 SIDf OF OOLI�1 r ZIP d SECTION SECTION SECTION M �. r � SECTION \ r -- - --- -� 1 _- r Y i ' • ' , • ' �1111� 1111111 }111111 1111y11. 1111111 1111111 .1111111 1111111 11'111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 1111111 IIIIIII Illll,r 111111111111111 1 ' } NOTE: IF CHIS MICROFILMED �-- 2 3 4 5 6 7 8 Q 10 11 DR/IIIIIC IS LESS CLEAR THAN -�---- ----THIS NOTI(X c 11 I9 Dw TO TK QWIT1' OF THE ORIGINAL _ SIN'' OC 62 82 12 92 L7 b2 E2 22 12 02 61 W 11 y1 ;I b1 f 1 21 11 01 6 9 L 9 S b ! t I"•"' }1ulnn6u11unhnIL11111u16n11n111untullln111nu1nnb11111In11111�mhn1hn11unIH111Nl11n111unh,nluulunlnsllnulunlnnlnnlnulnulnnluulnulnnlnnhl'IllmlunilullunLn111u111nllnnllrnllullutl�nuilwiulrlllliltullnulnulubiuM FEBRUARY 28 199) 2 ' ', . �`�i .•♦ �F' ;. i. •.+•�4 ,. .. .. `-tt ��,., *Fr ri`K.,♦"'r,#'.Mr,-t.., ..•.�e , ..K-�ja.�•. - FIRMA 71 tit w 4 TP r , L-1• Is. SMOOIH CURVE tZ• L OPK Ir CURVE "x SEE COLUMN (6 I SL OR MAX.) { •D r IANfORMLY SPACED SCFIEDULF MIN. AS REQ B -TAPE ALL �2• MIN. TENDON MARE TENDONS � , MANUA'. TENDONS TO SUPPORT BARS, BA 6 TIP. _ TflIN)ON5 k SUPPORTS STRAIGHT s `" (AND CHAIRS) AT (W TOGETHER Al TOP MAT OF REINFORCING SECTION i ALL INTERSECTIONS ALL NTERSECTK�FIS) CONT NT PLATE 4 X 4 X 5/16 T- - -- PLAN- - v w _. �' __ - - _ -- CRITICAL 11/2' M . OEC>K PC. ---_ - - - - - - --- - - --- DMENSION \ 3 TENDONSBANDEDlNi0R111Y SPACED ' ANCHOR CONT. T t 8 \� CONT. T t 6 gV4TI ON PLAN MAX PER BUNDLE S P.C. ; 1 16• YAX :x, POCKEI FORM \ (ALWAYS N TENDONS PROMOE U.N. (�� ) DEAD µ SUPPORT BAR CHAIRS • 24' O.C. TOP I.AYR 2 TENDONS TFIRu ADDITIONAL /4 PONT OF CIJRVAT1M lM 4'-0' O.0 MAX, ALONG SUPPORT BARS AT COLUMNS) COLUMN CAGE SUPPORT BMS (MAINTAIN "TICAL AD REO'D. PRW.LE T1'WOUGHTOUT OR CHAIRS FOR BANDED TENTkk15 _ (LOVER AS NECESSAF TRANSIION) SUPPORT BARS h TO MAINTAIN PROPER � TOP k SOT. (CONT.) CLEARAN11 FOR l• �S) BANDED TENDONS) i- ECTION SECT-ION / . EC _ 4 SECTION 2 SECTION SECTION (TYP. BAR LAYOUT) 1 ,'-0• M (TIT. eM urtxl� r . r-o' � (TYP sue OPENING) ,' . ,'_o• 5 ,1<ri �• �, r CONT BENT PLATE 6• DOVE PER COL i r 4' x 2 1/2* x 14 GA. T k B a` /4 X 5'-4' LG. •te' O.C. SCHEDIIIF V T-4' E POUR STRIP -- PLATE 1/4' x 5'x 5' , C 3 5/8 x 18 GA W/ , - 1/2-h ROD PLAN SEF COL.. SO4EMI • *` 3'-0• TYP. Mn. STUDS 0 24• LOCATE • ENDS k � :4 O.C. (TYP.) MAX. 3'-0' O.C. ISa elm in Lhl oZ + - EL SEE PLAN 11 .8' 11• ac . s'-a• Lc. v N CONT. Trp. .� aR. TIP. 1"O► k WT..) 1/8 2 3/11 NOTE. POUR STRIP TO BE 2 #5 T k S N TOP BARS PLACED A M.N OF 18 DAYS CONT (14OOM S • 30' MAX. a SEE 11/S8 a AFTER CONCRETE PLACEMENT TOP BARS) • OF ADJACENT POURS 1 3 TV. ' / � 6. -3/4' CLR• � � !1 iI • I :^ SEE SHEMl WALL / •, c1 -y✓ SCI1ETJlAE d 12 /11 • I 2 LAYM I 18' 16' SECTION 6 SECTIOn! SECTION 3/4. . ,._D. —�� _�---_=_– SECTION 8 � 3/ _ '_D. 3/4. 1 9 SECTION -� 3/4' - 1-O' � 3/4 • t'-D• 10 , 1 R J Cly CONT BENT PLATE 4 X 4 X 5/16 2. C04T. BEET PLATE 4 X 4 X 5/16 12 13 14 6• •UNE ee 11 , 4' r 13' 6' 13•-3• 9• , CONT. SEAT PLATE 4 X 4 X S 6 k LINE AA 10• — 6• -CONT. L3 X 3 X 1/4 . a t 3/ 6 /1 1/2 6• 6. 1 1/2' Mn. DECK 1 1/2' MTL DEP( I 1 1/2' MTL DECK i • 14 14• 14' / C 16/0X 2U WORT( PONT - IT 4 11� �Cloowx 1/2' N CONT. L 4 X 4 X 1/4 _� - -T- FL. ,1 T-0' 1 •COL. UNE 13 �_`— _ _ '-0' _ —SEE PLANc 11 - , �.. - 3 5/8' Mn. STUDS --�. 3 5/8' MTL STUDS--,, � 6 META_ STUDS � r 5" 6• L2 X 2 X 3/16 • EA. ( l• CONT. L4 X 4 X 1/4-\ \ 1 I / i•t BRIDGING LINE 1 3/8" 10 5 8" FOR STUD SUPPORT J \ � � 1 1/1• MTL DECK- \ L2 X 2 X 1/4 • 48' L2 X 2 X 1/4 BRACE EL It5'-t 4' L3 X 3 X 1/4 BRACE TO ; (BRACE TO TOP FIANCE M TOP OF CHORD OF _ TOP CHORD Of JOIST W OF ADJACENT 9EAI1) 1st JOIST t EACH OUTRIGGER r �.� ✓� FIRST PANEL POINT J r :.—"'� 1't t'-1' SEE PLAN -� �/ fa /11 BOT. 8K1-/ ' 1/4• GUSSET PLATE �. 01 TES•12' COLT. (2 lJ►YERS 74 CONT. L4 X 4 X 1/4 -— LOOT SIC F , td tt •4' FROM OOL FACE DIAGONAL L 2 X 2 X 3 16 L2 X 2 X 1/4 BRACES EMBEDDED PLATE- 3%16 V 3 \1rP LOCATE PER PLAN •N' O.C. 1/1' X 5 1/2' X a LG � 2 - L3 X 2 X 3/16 LLBB TOP SLA � t(1CATE A EA ,X1151 EL 113-0 �i • TAIL SECTION � ,� �---- _ .-:\ .�ev�sec( N.T.S 11 3/4. 1'-a• �` 12 SECTION 4• . ,-0 13 SEC 1 I UN 14 � "I DIAGONAL L 2 X 2 X 3/16 R'c.4►a.d G�ERs i 3/' 1 .n WT4 X 9 LOCATE PER PLAN O►I 3 —�6- q Jt �I 4" LG AT EA. II ANGLE BRACE TTP ,, =3�4' _ V-0' S 1' 1/2• t 1/2' x 20 GA. 3/16 1-1/2 ya, y E�CTION BOLTS MTL DECK \ 2' MTL DEP( I I �• 1 1/2 WEE, SPLICE r, r, COLUtiIV 1HId(NESS SLOT COLUMN EAA.S _ SEF PIJW L.KE _PIIW _ OFFSET , EL 1/4' --�� In I �; 3• TY1' FkLET DEPTH AN r IOL / \ �- � . �-. _ • ( • FIT TIGHT 11 K SERIES 1_- i \`� PIAN -�(Y, '`�_. - •I I• 3/4'}� A325 BOLTS SEE PtJW S1 Srtt P1 AN 3/4' A325 80!TS—� 1 1 t j2' TYP MAX NIMBER / IN SERIES 4 (NO AS RE.C'D) 1�• 1/2• 3/4•R W/ 4- 3/411 I `m•~� 191 X 6 A325 BOLTS I SPUCE R 5/16' EA. SIDE --�AISC MITI UNLESS NOTED tr M Ka) N (� ^ - SECTION - 3/4' 1'-0' 3 - I 117) SEZIOU SL 20 - . � p W Ad A VA ' � � � 9 ,tylil�tlllrllli1111jIIrII��lE1IIIIIIIIII,II1j111IIItllltll��lllril'IIIIIl1�IIIIIIiItlllllflllllllllll111•}IIIIIIIIIIIIIIrir� rllrlrlllr'llllrlr'1j1��IIIIII�IIIIrIIl11111111111'It11111)I11 - ! +, F NOTE: IF THIS N1CROFILMD ••� 3 4 5 6 7 S • 10 DRAWING IS LESS CLEAR THAN THIS NOTICII, TT IS EPA TO T1E AWLITY OF TIE ORIGINAL _ OWNING. OE 62 OZ 17 92 V ►t E2 Z2 IZ OZ 61 eI I 91 SI rI EI ZI 11 01 6 9 i P S ` 1 T I"•"' I I I I I I I I I I I I I 1 1 1 1 1 1 MIIIIIIt111111111111m unhm nulnll 111111111 111rlflu nnlur�nnlnn m1n11 111111111 rl1t1111i 111111In InllUu IIIIl111111111111r1��11111►111 111111111 HIIIIIIIIIIII}111111111�1II1dIHlllll 111111111 iI1rI1III IIII�IIII II11�111I IIIb,IIIIIIIIIIIlIl11111u1I1III 111►1 111111 its FEBRUARY 28 1992 IMP Nice hmical St-rN,i( cs INTERFAr ..N(,INEERING 7405 S W Tach Center Drive CONTACT: ANDY FF..CHTL Portland, Oregon 97223 (503) 651,-6394 ,503) PA4-5" PROJECT N0' 91-120 (2.3 3.8 (5.4 REVISION` GENERAL NOTES A. PROVIDE VOLUME DAMPER IN BRANCH DUCT TO AL DAMPERS REGiSTRAiION LOBBY I \, --- --- --- ------- - III I15X15-3 CD-2 640 YP-2 NOTES THIS SHEET _ /r 12.0 t-- 01 32 z 32 UP TO EXHAUST FAN PROVIDE 1/2 x 1/2 HARDWARE CLOTH AT DUCT OPENINGS. LINE WITH 1" DUCT LINER © TRANSFER BOX 24" WIDE x 6' LONG x 12" DEEP WITH OPENING EACH SIDE — - - _x13-, CD-2 DRAFT WALL OPENING ON TOP JIDE. LINE WITH 1" DUCT LINER TYPICAL 12"m 13 3- � L 640 Q 26 x 20 OSA DUCT UP TO APPROVED ROOF CAP INCLUDE CONTROL DAMPER IN ( \ RISER. \ � \ CD 2 ' DD 12"O 4— --♦ I If 15x15-2 CD-2 120 T-- �� �_- 640 TYP-6 CLO. -i CC -- T I 1 12"0 12"t0- 12"0 12"0 i I w o) 0- f F �,► s 20X24 22"0 a � -.......� ...� ......... ?0"0 --\\ 24x,R�CRG-1 /' I � � 30X'26 � I 0�24i w 40x24 CRG-1 �" � CLC �� --- TYP - - 36X14 1 �0' . r<-m- I- '!.: '.•••••.---•�-•- ..: Z36Xt4 ^6.0 DUCT SIZES , 32 6 C(TYOFTN3ARD 12"0 ...--- 12"m `--- ....I SIMILAR TO 1 1 ` 18"0 ACTXava�i 16"0 16.0 AC-2 i ac-1 AC-3 - 12"0 pr-P, 3200# 1200# EF-4 AC-2 �EN13 ROOM N 12"0 ON ROOF' �� j/ t- ®� 0� .. - -- - - - I 1200# 12"o T , 1 3y 15X15-3 CD-2 *UNCTION CORRIpO� ` EXIST'G CONF, RM. I I ( I 750 TYP-5 I i� I 15x15-, CD 2 1 ? y 640 12"0 1px12 OPENINGS ATRIUM I I DUCT SIZES SIMILAR —, TO AC-4 / r......--,t l AC-, 1 — t200# 36x14 -1 - � - . J t2-a 1 a - re 20"0 16"o �- 12"m w 12"m 'tr' --► r - -� 1200# 1-1 - i / 2 15x15-4 CD-; SI I L 12"01 PROVIDE HARDWARE CLOTH y r- 570 TYP.2 OVER RFTURN AIR OPENINGS ,/ � I � v TYPICAL ALL AC UNITS XIST'G CONF. RM. I I 12.0 15x15-3 CD-2 ,� 15x15-2 CD- t SEE 6/M5 SEE 3/M5 _ - w 750 TYP-5 18x20 OPENINGS 640 / 14x8 -' — — I 24x14 \1-!/4" rC-2 1-1/t" �- SEE 6/M5 Y CONFERENCE ROOM #4 CONFERENCE ROOM #3 - - - _ V F1771.1 =5 -26x20 WITH 1/221/2 f� -Ar- HARDWARE � SAT 4000 CFM `12x14 I 1-1/2" HARDWARE CLOTH AT INLET . AC-6 \ 14x14 \ 12"0 j SEE 3/M3 CONTROL DAMPERS -�-� ca f ►- I � • 653# 26x14 20x18 O.A. x ~ ------ INTAKE UP TO \ •- v I Q W DMPERS `jMD-3 24x24 WALL APPROVED ��� ; r r� -_ MD-1 THR'J A 3 V _ -- — -- — —'-- - - - _ _ — h � � EEVE WITH ROOF CAP •..• BD I 12 --- -- -- UP MD-4 MD-1 MD_4 _ ,': w -- - FIRE DAMPER -� 14214 I l XHAUST 10 • 4 4 -1 L d- INLET - _ _ _ F -�� - 10x1 O 18x14 I �I / ---' � SERVICE CORRIDOR EF-1 } FC-5 j� 9X9-2 CD-1 x -� _ 1 CD-1 LOW ROOF �., f-% -� E 3/M5 '� 260 �.._ { [ E t Q/M5 - • •� _ 1 2" \ - T - - -- - _- I -- - ` .._ .. T FAN OISCMA�GL __ 1..'L.1 �♦ ,�• __ _- -- lU"m 1..-- � � _ 9 FIiU►4 a.NLD11iC: - I - ► r} -26x2 I DECREES "� / I / P R M i I ERV' ORR1 z E-- 12'0 7»0 �� I JJ Ti-1 j -� � � I I A�V ROOM �j�11R � tC")D / t� I � STAIR I kif LOPE) VERT SLOPE) , iELEP ONE ALI.UVL �— ? 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' 4" 6"m 3" ° �.JI I l"m I "0 140 2`1/2. 2-112- JOB i-1/4" SEE 2/MS f - - - - - - ----- - - - - - - - -` - + - - - --- - - - - - - - - - - - - - - s:-- - - - _ ." - - - - - HW - - - - - I - - - - - 24x2, TYP 1 JOB NO - - ' - - 1_ ,H W----- 91-120 r - " - _ - - - _ __- (?) 52x18 INTAKE P.1 11-1/4 r 1-1/?" i !-1/'2" ED �� 1-1/2" DAMPERS r— SEE 6 MS - _ - 1 " _. J1 t 2■ E — coNTROL 05�`A" - _,�4- / DATE SE E\ LOUVERS 45% FREE / i ( 1-1/4" -� I 7/MS 7EM5 0 0 I / �) ��a_ ~C10z10 / �- 2" 15 10 , A-1 3 6/19/91 AREA (1) `MTHIN ► I SEE 7/IA5 / / SEE 6/M5 �\ UPPER 12 OF v % 1 M__1iAN1F AL 5 I 10x6 SR-1 Er-i' "a ,f_ I BD T [ SEE 14 SHEET TITLF - 223 ! �!"(g 1-0 6X6_2 C WALL R WITHIN I 1 6 - --► t- 4 II Q 4� 10x6 6/M5 So TYP-2 �' LOUVER 12" OF P- -� WALL. 2006 4" t� CONNECDTIO HOOD 114"0 - �I -� 6X6 6X6 FIRST FLOOR OOR l HVAC; `- CHILLER I EFS Qr,6-2 - 10X,7 CEO r _- -' µ� F//t c CH-1 8x18-4 -1 180 100 - FC' 4 6x6-4 CD- J 1000 YP. 4 I 1 0 1 YP- - SEE i - I, 1 1 - 12/2x1/20H HARDWARE CLOTH VER NTH ROUTE 1?"• 0 20x 2 -� SHEET NUMBER LOUVER ABOVE ��� � C7) OOR3 ! ^ 1 9 6 �8 10 ! 1 t� 14 1A, FIRST FLOOR PIAN . 0110, mi W / G 0 1- 1 • � 1 ��l�ltI1111111 111,111,1111iIL111111III111{1j1I1111111�111�111�111�I�ilillll,lr1�1,1 1�If1�; t�111,,1t{1)n I1�l�l�l�ltli1�1,111'111�1�('1,1�1,1'F,F�1,1'F,1 1,II�,(�I,I�I,II1,1'I,F�It1IFE ! -- � � F #DTE: 1F THIS MICROF1LIIED _2 3 4 --- J 6 - 7 DRAWING IS LESS CLEAR THAN THIS NOTICS. 11 IS OIR TCS TIE WALITY OF THE ORIGINAI DRAW INC. 01 6Z 92 !l 97 '.2 1Z E? 22 IZ OZ 61 91 LI 91 SI 11 EI z 11 01 6 9 1 9 L 10 ..••''.. E . dlllllll{IIIII1111111111uu11111f1111lnlllll111►IIII1111{IID11I01nN111N11N1�,t111111fH11{111111111{IIII�IIH�1t�1111U11111�111111111�1111{III IIIIIIIII�IIIIIIIII�IIII�IIIIIIIIl11111II11h1IIIIIIIIIIUIIQI111111Iillll�llll111111111�1111{IIIIII�IIIlhdl111�t11)11�1111�Ip FEBRUARY 28 1992 INTERFACF ENGINEERING CONTACT ANDY FRICH IL 11� I' N11't haIIICSel1'IC('.S c- (503) 659-6394 7405 S W I Hch I,entor Drive _ Portland. Oregon 97223 PROJF.L.T NO.; 91-120 (503) 684-5400 p Mc1h�G� I VI I r '\ 2.3 S.B 5 4 12 12 12 � I I I I I _ l ij I I I I • I I I SEE 1/M4 (FLRS ) SEE 4/M4 FLRS 8,9) 04 II N 04 Ae 16x20 RG-1 ✓ N MXPf I ✓ I 3 C TYP. FLRS 2-5 ---- __ C--- = -.--- - - I - -- - --- -- -- -- - - - --- -- T 1 —LOCATE ON 7TH FLOOR cr vv 1 29x10 JD-1 th t� :000 W D✓ LQ(�,A ONCORRIDOR RAISED PLANTER t w;' 16x20 RG- CD TYP EACH END CORR. I _ i..2 (V 202 j ____�I __ _ TYP FLRS _ •- J� Cry \ �\ � 6-9 qw RATED CEILING AND \\\ SOFFIT AROUND DUCT- RATED CEILING V 0 SOFFIT AROUND DUCT. -- f BY TY PARLOR h -3 -3 KL KjV4 I K K k E O I� i N K-3 3 K K DRAWN SEE Y {I j SEE - I SEE b/M4 — SEE I/Ma__ - ; CHECKED 6Y 3/M4 — ---- _ +' __ JRM EXIST G; ;KITE I { ; � 1 i a ry - 91-120 TYP � I:J! � I � �, L EJL_ � 1 ; DATE A1�, 06-19-91 SHEET TITLE TYP. BEDR00 I I I 2ND-9TH FLOOR PLN. -- --- - - - I -_ -- - - 110I I { SIMILAR HVAC1' f ti\.. SHEET NUMBER /. (5)12 ` 3 (4 6 7 d ` 9 10t3\ , M2 N SECOND FLUOR FLAN dc -ARD THRU 9TF-i SIMILAR ,gar - 1'-a' � n 1111111111111111111101I.- N IL I �j� Ml �llllll�llllll 1111'Ii11+IIIIIIIIIII�IIIIIII�IIIIII���1��III (ll`II111�111'I) 1111 11 111'llllllllll IIIIIIII�IIIi111f111lllllll► 111'1I1�111I1111111�1111rI1I111�1I11111111111111111 I / NOTE: If THIS M ICRDIF I LM0 -- 2 3 , _ 0 _ 7 10 11 - DRAWING IS LESS CLEAR THAN THIS NOTICs, TT IS DUE TO 1HF 9"LITY Of THE ORIGINAI DRAWING' OC RZ 9Z lZ 9Z SZ fp2 Et u 12 Ot Af.:-91 r LI 91 SI Il EI 21 11 01 6 9 [ 9 5 W •`I l I" I r dN�l1.1111111HIIIlUl�nU1111IlnllllHlllllll{III�IINhnflunlgn�uulnu�n{nHIt1H1Un111lI�IN �Ihltlllu►�f11111UI�luI�1111�I111�IItI�ItIIIl111�111�iI11II11pi111I111111M1�1�I1�1YI�1111111H{Iillllllllll"IHII�IIU�IIIIIIIIDflIIIII1111111�111111111�1111�1111111111111� I FEBRUARY 28 19 92 W11 Nivchanll .11 `,c'1 ', I( ( INTERFACE ENGINEERING S 7405 S W Tocn Center[)rive CONTACT; ANDY FRICHTL 11and, y7?23 (50 (50'1) W1-5400 (503) 659-6394 PROJECT NG 91-1?0 uG� ^ti 1 ►� ti H MGA D \ VISIONS I I I NOTE: Pi,OVIDE ROOF LLVELING CURB AS REQUIRED ` BIRDSCREEN \ � I \ COUNTERFIASHING � CURB - - - - -- - - - - - - - I I \\� � i FLASHING ' 8" MIN. i \ ROOFING ROOF CANT STRIP DUCT SIZE TO FIT FAN TRANSTION AS REQUIRED BACKDRAFT DAMPER I 1 ROOF EXHAUST FAN DETAIL NO SCALE D46 I 1 i COUNTER FLASHING BY SHEET METAL �—CONTRACTOR SOLDER WATERTIGHT / TO DUCT. I I ROOFING AND FLASHING BY GENERAL CONTRACTOR I I � � \ B — CURB AND CANT STRIPY GENERAL CONTRACTOR I i v z 2 DICT PENETRATION r-- EF-6 j N ti NO SCALE C;iH , / SEE I/M3 rn O 28x24 DN SEE 2/M.3 a � COORDINATE CURB AND MOUNTING WITH GENERAL CONTRACTOR. I 28x24 DN, SEE 2//M3 0 '�iJ11 AC-8 x c BIRDSCREEN - --- ROOF VENT JjJ A .� C D WN __ MESH. F' ` AC-7 COUNTERfLASHING - - - -- - - - � CURB --- , SEE 4/M5 rJ ILo a FLASHING--- �` ® Lo O ROOFING 8" MIN. BAROMETRIC RELIEF - - DAMPER BY A.0 MANUFACTURERS TYP• AC-7 & 8 DRAWN BY ROOF DECK - - DUCT SIZE AS DJ NOTED ON PLA1J. j—' Er-1 TYP.6 CHECKED BY CANT STRIP SEE I/Ma n JRM 0JOB N0, SEE 1/M3 O 91-120 3 OUTS. DE AIF AND VENT DETAL DATE 6/19/91 .FLAT ROOF SHEET TITLE C168 ROOF PLAN HVAC SHEET NUMBER ROOF PLAN M3 I � o � b WW J Q � iz a F I 7T �� I'I'11j1I'I'IhIL''1111111'1111111'Illllllllllllll�t111�1111T111t�11111J1�111111 11t1111I11111� (1111 IIIIIIIIItt111111111I1t1�t111111'111'Il�lili�llll'lil�l�l�l lililsl�Illllltl. } , 1 ~ NOTE; IF THIS M ICROF I LME D y r --� 2 3 4 _ e 7 10 I I 1 DRAWING IS LESS CLEAR THAN THIS NIO11%. TT IS DUE TO TK QWITY OF 1`11E ORIGINAL AE 6t AZ LZ 9? SZ b2 E2 22 IZ 07. 61 R1 L1 91 S1 b1 EI 21 it 01 6 r L 0 i of 111111111011111111041116111411 1111111IdIII111111111111111111111Ili 111111111mill lili1'��161111111'1'.11111�11111111111111111111111111111t11111111111111111tl1.111111111111111111 11111111111111111111111 ! FEBRUARY 28 1992r INTERFACE ENGINEERING CONTACT ANDY FRICHTL i pi� rii__pA JWP Mcchanical .Services (503) 659-6394 7406 S W Tech Center Drive Portland, Oregon 97223 PROJECT NO.: 91-120 (503) 684-5400 L, J REVISIONS TYP. PARLOR D/D D/D r It.'41 SR-I 34 CFM CONN. I x4 U U 100 4"4* DUCT TO CT LI 7 SOFFIT TYPICAL. �.4 SR-1 FC-6 SE DETAIL I/M5 1 100FLO.,�10 CEG-2 imp I Igo cl R 7-0 • *4116 40- —N-s r 4"0 IC * 36XS SHA r8x8 40 Sao BATH ) F a - CED SR 12xI 2_40�TYP� 4 PROVIDE SINGLE STACK UNIT AT FILTER GRILL-- II GRID 12. 24X24 COORDINATE EXACT LOCATION WITH LIGHTS TYP. BEDROOM AND ARCHITECT L7r __j L F= 12 13 14 (74�,' 5 UP — GRADED PRES .' SUITES � '_ \_" r- ' L- Lj TYPICAL DOU (3LE SUITE TYPICAL 9TH FLOORS 1/4"-V-0" 17 r) TYP, PARLOR K— 4 K - 3 K/H.C. K TYP cc r—12.4:1 SR-I I 5X4 SUB-DUCT 1 100 `JISEE DETAIL- Q-- Tcr) too SR-1 w C�— CV) F_12_X_4 _j TYP —7 r (A T L I— l Z3 0) 04 to CD L 41 E. AFT 4 5-5 36X8 SH -0 _�4-1111 TYP 30X6 Goo Goo 4*0 Goo VD TV Goo Thr DRAWN Bf LO d 35 CFM CONN, I I \, BATH 4"0 DUCT TO CHECKED BY L4-0 LIGHT SOFFIT TYPICAL. 4-0 40 SEE DETAIL 1/M5 JRM EF-3 ON ROOFL=: - ,__ _ - _ ------- JOB NO. L 91-120 .2 4041t, -�4- K K_2 DATE 35 F OIC—J;,— bQ4-h I I a DUCTTO 6& CAM e4' 06-19-91 FC-1 TYP. LIGHT SOFFIT TYPICAL. SHr ET TITLE CEC I SEE DETAIL 1/M5 35 C M ONN I 'y I- 13FDROOM \!16-HOUR ASSEMBLY 4'0 LIC TO REQUIRED - SHEETROCK TYPICAL UGH1 FIT TYPICAL. 5iA 41125��#r1---5 AVAILABLE WITH FAN COILS ROOMIS KE I All. I/M5 93.6-:;t— G-PM HVAC `,HFFT J'Ijm -7 0 M4 C4 I KING - 3 KING- 4 SUITES TYPICAL KflG 2 SUITE TYPICAL KING & H . C . KING SUITE 1 C� 3L RNFp Al, A�, 1",1 1 0* toft, Ill fill 111111111111 NOTE: IF THIS MICROFILMU _j_ 2 3 4 5 a 7 a 9 OWING IS LESS CLEAR THAN THIS NOT ICIlli IT 15 IMA TO 09-T ITY OF THE ORIGINAL now 62 9? 1? 9? sle 111,? EZ ?? 61 of I I 111 tl Irl c I ?I II 01 6 9 1 9 !Ih1d11111111111 1 11111111114 1 loll 11411 if 111111111 111 fill IIIII Ill Ill I I I I Ill IlliIt if fill I 111mill 1111111 11111 If IIIIII if 1 1111 1111111 Ill I!,,IIIc milluill FEBRUARY 28 19 9 2 . .......... PRESSURE BYPASS VALVE SIZED FOR -- INTE{tFACE EN60%=EKING En ►ADtf` 25 PSI AT 250 GPM SEE CONTRA SPECIFICATIONS �� _ CONTACT Y FRICTL ♦ 111 I' �1rch�rticul Srr�n( I . �, w� f CHEMICAL POT FEEDER — CHWS TU 7405 S W Tw.h Center Drlvc, v �N�F SYSTEM Portland, Oregon 9722-3 --- - /- (S03> 659=6.194 'v • � / 503) 684-5400 /% AUi(1AIATIf, AIR EUMINAl10N --- T ( �PRQ_IE('T NQ•� 91-t2L) � � `;� VALVE DISCHARGE FULL IIF �_ 4" - v�iC Nfllr 4 10 FLOOR DRAIN 1 b/4" 4• syma L T� M_ficRpTm EIL•CTMAL \ �� A_-I PACKAGED ROCfIOP A/C UNIT WITH GAS HEAT 4603/30 I - - FLOW INDICAIING SUPPLY 7800 CFM AT 1 3 IN E S P 2750 L:FM MIN OSA 57 MCA AIR SEPARATOR -- WITH STRAINER 4• 4" �� BALANCING VALVE V I I Nr MIN COOLING 214 MBH TOTAL, 200 ABH SHC AT 82'F ED8. 64 5'F EWB, 95'F AMBIENT 7-1/2 HP SUPPLY 1 -RETtURN MIN HEATING 500 MON INPUT, 39'3 'BH OU1PU1 WITH ROOF CURB AND ECONOMIZER FAN I INSTRUMENT IAP (lYP) I SHUT-OFF VALVE (TYPICAL) PRESSURE GAUGE - BALANCING �A•_VE - -� APF'ROxIAA7E OPE.RA1 LNG WEIGHT 3200 LB � � ]/4' ��-- PRESStURE GAUGE (7YP) � ��- - FLOW INDICATING BALANCING yQ� VALVE INSTRUMENI IAP. TYP-- �`� /' SHUT-OFF \ALVE AC-2, 3, PACKAGED ROOFTOP A/C UNIT WITH GAS HEAT 46OV/30 1 � r 4 5 3750 CFM AT 8 IN E S P 2-1/2 MIN HP , 2200 CFM MIN OUTSIDE AIR 28 MCA I - FLEXIBLE CONNECTION (TYP) -MANUAL AIR .'ENO Q SUPPLY INSTRUMENT TAP MIN COOLING 140 I,eiH TOTAL, 110 MBH SMC AT 87•F EDB, 66'f ENIB, 95'F AMBIENT � �-1 (TYPICAL) MIN HEATING 220 MBH INPUT, 173 ABH OUTPUT WITH ROOF CURB AND ECONOMIZER APPROXIMATE OPERATING WEIGHT 1200 LB � - 4" f � MOUNT PUMP ON 3" HIGH CONCRETE --STRAINER THERMOMETFR I SHUT OFF HOUSEKEEPING PAD. COORDINATE AC-6 PACKAGED ROOFTOP A/C UNIT WITH GAS HEAT 4bOV/30 I 1• COCK �. [ [ WITH GL.NFRAL CONTRACTOR /� --- 2-WAY CONTROL 2400 CFM AT a IN E S P 2 MIN HP , 750 CFM MIN OUTSIDE AIR 18 MCA UNION I t MIN COOLING 66 MBH TOTAL: 61 MBH SHC AT 81 3 '1 EDB, 64 4 'F EWEI, 95'F AMBIENT �'- '- '( I - �` '�---- DR,4N VAL'T .},_T ! \ P-I \� \ FLEOBLE PIPE CONNECTION, (FC APPROXIMATE 0141 Y' MIN HEATING 115 MBH INPUT, 90 MBH Ol1TFU1 WITH ROOF CURB AND ECONOMIZER CHILLER 1-1/2 STRAINER UhIfM, TYP APPROXIMATE Ol'ERAIING WEIGHT 650 LB BACKFLOW PREVIEWER { CNl1 4• I !• AC-7, 8 PACKAGEC ROOFTOP A/C LIN II WITH GPS Hf AT 4bw/3° l- ! BALL VALVE (TYP) —•---- ---- COUNTER FLOW AIR 8000 CFM AT 1 6 IN E S P 7-1/2 MIN HP 4000 CFM MIN OUTSIDC AIR 57 MCA - - PRV SET AT 43 PSIG MIN COOLING 214 MBI! TOTAL, 214 MBH SHC AT 85'F EDB, 65 3•F EWB, 95•F AMBIENT - - - 4• COIL/ MIN HEATING 255 MBH INPU1, 207 ABN OUTPUT WITH ROOF CURB AND ECONOMIZER \\ �- --- INCLUDE STANDARD 2• FILTERS ON RETURN FOR H3RIZON1AL DISCHARGE UN11S __ _. -- T-I APPROXIMATE OPERATING WEIGHT 3200 LB PROVIDE HE3 TURNS BUTTERFLY VALVE (TYP; SPRALLDAROUND PIPE MINIMUM PER FOOT Of PIPE ABOVE - - 3 COOLING COIL, 2-WAY VALVE FC-I VERTICAL STACKED HI-RISE FAN COILS 277V/10 GRADE FOR FREEZE PROTEC71014 HEATING CABLE SHALL BE EASY SUCTION DIFFUSER 315 CFM AT 15 1N E S P 1/20 HP HEAT PIPE HEATING CABLE SHALL NO SCALE 8 MIN COOLING 5 9 MBH SENS, 76'F EDB, 63'F EWB, 5`.'F LOB 1 7 GPM 9 FT Max. WRIER PRESSURE 3 KW U-l.THERMOSTAT MODE/ AU 2 BASE MOUNTED PUMP_ DROP THERMOSTAT 1209/10 COCROGRDINAIE MIN HEATING 3 KW WITH ELECTRICAL FOP POWER 1 CHILLER PIPING DIAGRAM APPROx!MATC WEIGHT 250 LB 1 NO "CALF p171 FC-2, 3 HORIZONTAL MOUNTED MODULAR FAN COIL UNIT 277V/10 NO SCALE - -� 1200 CFM Al 6 !N E S P 1/2 HP MIN COOLING 33 MBH SENS, 81 7'F ED6, 64 5'F FNB, 52'F LOB 8 KW ( MIN. HEATING 8 KW. 2 STAGE COOLING COIL 7 6 GPM, 45'F EWT, 55'F LWT, 6 FT MAX WATER PD FC-4 HORIZONTAL MOUNTED MODULAR FAN COIL UNIT 277V/10 ?60 CFM AT 6 IN E S P 1/8 HP r+1N COOLING 6 6 MBH SENS, 81 2'F EDB, 64'F EwB, 58'F LOB 2 KW 1/2" TYP VIN HEATING 2 KW SUPPLY & 3/4" EACH BRANCH COOLING COIL 1 5 GPM, 45'F EWT, 55'F LWT, 9 FF MAX WATER PD RETURN 1/2" TYP - 3/4' EACH BRANCH BRANCHES SUPPLY & RETURN FC-5 HORIZONTAL MOUNTED MODULAR FAN COIL UNIT 460V/30 o 4"300 CFM Ar 1 .4 IN 7 S P 2 HP BRANCHES MIN COOLING 85 MBH SLNS, 76'F EDB, 63'F EWB, 56'f IUB 1 i/2" T J�- 3/a" 3/4" COOLING COIL 21 6 GPM, 45'F Ew7. 55'F LWT, 6 FT MAX WATER PD NOTE! Bib -1 1 �{ FC-6 HORIZONTAL MOUNTED MIOCULAR FAN INIT 277V/10 DELETE SUB DUCT ON 3/4" I 3/4" i COL U9TH FLOOR AND PROVIDE 1" 3/4" t" I 480 CFM AT 25 .N F.' P. 1/8 HP MIN COOLING 9 5 MP4 SENS, 76-F ED8, 63-F EWB, 58'F LDB FIRE R AT SHAFT S `y 1� 3 KW PENETRATION PROVIDE ACCESS X 2.0 GPM. 7 FT MAX WA,ER PD 1" I � MIN HEATINi, J KW -- - DOUBLE LAYER 5/8" DOOR IN CEILING FOR F.D. ALN \ \ I E� I- 1/4" 1 SHEET ROCK CONNECT 4"0 DUCT TO CH--I WATER CHILLER, AIR CCOTLED RECIPROCATING 460V/3° 107 TONS CAPAC:IIY 'O COOI 250 GPM FROM 55•F 70 45'F, 90'F AMB 230 MCA 5" WIDE X 4" DEEP ,_._--PRE-FAB CURB BY SHEET METAL PLENUM LINED MAX 11 IN WATER FRF.SSURE DROP AC-UNIT MANUFACTURER. i 1 72" FIBER GLASS DUCT LINER PLENUM � I EF-I CENTRIFUGAL R00`T)F EXHAUST FAN SPUN ALUMINUM HOUSING 1209/10 �..� NAILER STRIP INSIDE SHAFT. 9� 1" TO BE SEALED ON THE 560 CFM AT 37! 'H, E S P WITH CURB AND BACKDRAFT DAMPER 1/4 HP BOTTOM AND OPEN ON ; Alb \ ` APPROXIMATE WE I>H1 30 LB THE TOP. 1-1/4" 1-1/4- 1-112" _� T` 1-112- RIGID INSULATION c xw ! �— / EF-2 CABINET EXHAUSI FAN 120V/10 ��^ CONN. TO LIGHT 800 CFM Al 2 IN E S P WITH INTERNAL MOTOR, SPRING ISOLATORS, ACOUSTICAL INSULATION AND 1/3 HP COVE. I �` BACKDRAFT DAMPERS VOLUME DAMPER 2ND FLOOR I , � APPROXIMATE WEIGH' SO LB '�--FLASHING QMµ `~ ���� EF-3 CENTRIFUGAL ROOF -1 EXHAUST FAN. SPUN ALUMINUM HOUSING 12OV,10 I I 280 CFM 375 IN C.S.P WITH CURB AND BACKDRAFT DAMPER APPROX WEIGHT: 30 LB 1/4 H^ I I i-ROOFING ! I I i EF-4 CFNTR;FUGAL ROOFTOP "XHAUST FAN SPUN ALUMINUM HOUSING 460V,/30 CANT STRIP I 7500 CFM AT . 125 IN E.S P 13 SONES MAX I HP 1 APPROXIMATE WEIGHT 250 LB -LEVELING STRIP /4-0 FLEXIBLE DUCT . L 1- 12" "0 SHEET METAL DUCT EF-5 INLINE EXHAUST FAN 600 CFM AT 125 IN E S P 12OV/10 \ S WITH WALL CAP ND BACKDRAFT LIMPER 300 WATTS CEILING DUCT SHAFT. SEE _ / EF-6 CENTR!FUGAL ROOFTOP EXHAUST FAN SPUN ALUMINIUM HOUSING 120V/10 1 ARCH, DRAWINGS. 1 "fir 760 CFM AT 375 IN E S P WITH CURB AND BACKDRAFT DAMPER 1/4 HP. ROOF DF_CK- -' / APPROXIMATE WEIGH30 LB SHUT OFF T SHUT OFF SEE P1 VALVE TYP EF-7 t UTILITY SET 460 V;3 ° 4 AC UNIT CURB DETAIL 5 EXHAUST DUCT DETAIL VALVE TYP SEC p, 4000 4000 CFM AT 75 4W E S F Ift IN 01A WHEEL WITH BELT GUARD, SPRING ISOLATORS, 3 HP - -- -- AND BACKDRAFT DAMF'tF.S NO SCALE C l APPROXIMATE WEIGHT 300 LB NO SCALE D48 =^� C P-1 END SUCTION, BASE MOUNTED PUMP 250 GPM, 70 FT HEAD 46OV/30 6 TYPICAL STACKED FAN COIL RISER 7 TYPICAL BACK—TO—BACK FAN COIL RISER PACO MODEL 2595-5 i 1/2 HP - __-_____ -__ _._�_____ J r h ET-1 EXPANSION TANK ASME DIAPHRAGM - TYPE TANK NO SCALE NO SCALE CD V 15 GAL TOTAL TANK VOL11At 2 4 GAL ACCEPTANCE VOLUME 43 PSIG FILL PRESSURE ----- SUPPLY AIR RETURN AIR COTSIDE AIR EXHAUST AIR_ �� Q -NECX SIZE AND - C- 11 DIRECTION OF ?HROW -NECK 5111 NUMBER UNIT CONTROLLED 1� Is �./ L �- TYPE 1YPF Ac:1 FM D FUSER RE:C STER AND GRILLE SCHEDULE GREASE TIGHT --� �� SUPPLY OUTLET RETURN xHAUSTCNLET EOOIPMENT SYMBOL ROOM THERMOSTAT W l�J ACCESS DOOR '� - �- T-SINGLE LINE � `'�-��_ SINGLE LINE DOUBLE LINE FITTING DOUBLE LINE FITTING of �.) C SYM TYPE FACE PAMIE DAN MR FNBi'I MODEL N0. - RBAAWS-- - - - ORIENT DISCHARGE TO EXHAUST vauME DAMPER � Y METAL TDDUC "RISERR AS SHOWN ON BIRD SCREENQ DRAWINGS (j� CD-I CEILING DIFFUSER LOUVERED T-BAF NONE "111E KRUEGER SH ANGLE t--+---t om FIRE DAMPER �1 DUCT RISER FIXED FLEX-CONNECTOR -� IRON FRAME 'FD �---t EVI � LO WITH WEATHER �� -UTILITY EXHAUST FAN. FD Com---� RECTANGULAR SHIELD. CGUNTERFLASHING DUCT DROP CD-2 CEILING DIFFUSER LOUVERED 7-EAR NONE wF111E KRUEGER r- WEATHER COVER MOTORIZED p ADJUSTABLE SH-A-4A SEE ROOF PLAN OVER MOTOR. + _ MMD DANKER ��„� DUED FOR SIZE. `L MG DUCT DROP JD-I JET F,-Cw DIFFUSER 3-6"° SIDFWALL OBD WHITE AIR DEVICES FLASHING -- 4~ 1 _ I1 1 ` NOZZLES GJ ROOFING - -- !BD BD 1 OFFSET ESSR LAG BOLTS SET ROOF DECK � d I MAN IS• DRAWN BY CRG-I CEILING RETURN PERFORAIED F-BAR NONE IwHITf KRUEGER SERIES IN MASTIC. ELBOW RECTANGULAR EO O I C O Q O d O Q O d Q ELBOW WITH RECTANGULAR 1190 COUNTER FLASHING. o i TURNING VANES JIBRAl10N ISOLATORS MASON --� G o 4 ° 4 °4 � O 3" MINIMUM �� �J � MAN ts• CHECKED BY GRILLE , OFFSET MORE CEG-I CEILING EXHAUST PERFORATED T-BAR NONE WHITE KRUEGER SERIES MODEL SLR, 1" DEFLECTION. 6X6 SLEEPER GRILLERM ROOF FLASHING --� _ CANT STRIP TYPICAL __- 1190 BY GENERAL R-W RADIUS ELBOW ROUND JJOB NO CONTRACTOR _ FIR,'. RATED ENCLOSURE WYE CEG-2 CEILING EXHAUST PERFORATED SURFACE NONE WHITE KRUEGER SERIES DOAN TO HOOD W 91-120 GRILLE 1190 ROOF DRAIN HOLE. CONNECTION �` - - SEE FLOOR PLAN FOR DUCT SIZE PI IN RECTANGULAR SP-1 !DE wAl L DOUBLE DE F L 1-1/4- OBD wH i T E KRUEGER 880HI THING nuc T E%TRACTOR DATE RECTANDUTAR `X Ex 06-19-91 MAIN WITH SUPPLY REGISTER BORDER ROUND BRANCH 8 EXHAUST FAN 9 RANGE HOOD EXHAUST D_UC,T ROUND SHEET T T I RG-I SIDEWALL RETURN FIXED BAR 1-1/4" NONE WHITE KRUEGER S80H NO SCAIE D141 NO SCALE D174 BRANCH - SCOOP EALLMOUty GRILLE BORDER NOTES AND � Rr C1ANGUt AR PROVIDE 1" FILTER TO r RECIANGUtAR F ���lllh,,, !— MAIN *17H FG-I FILTER GRILLE PERFORATED CEILING NONF WU11TF ITUS 8FF FIT GRILLE ERIANCH ROUND Duct SCHEDULF_:%s 45 • -� 6 ROUND MAM �r� -- - 15' MAX DUCT WITH CCNCENTRK kCX1NU �� bRCh HVAC AN SOUARF 10 ROUND CONICAL TEE BRANCH 15' MAX EXCENTRIC CONCENTRIC V (RECIANGUTAR OR ROUND) TRANSITION A�fb' ACOUSUCALLY k-..------.__ LINED DUCT 30' TRANSITION �"' � �-__________ (SIZES sNOww ARE NET IN91DE 1 NON SYMM[IRICAI I FLEXIBLE WYE - _ COMN[ChCIN DOUBLE F(lRMCD TURNING VANES iYMMEtIMrAt wr[ DOUBLE TURNING�=tl Ili■... .-_. _ ,.�... . „.,."fir'"'" . •-i,;W...�.�.• -:•. .--•rqy,• -- ..w.; r .- �._-- - ----- _ _ � • i • - _ t , , "� .. ' �III�IIIIIIIIIIIIIIII�IIIl41EI111111111f11111I111I11lIIllI1111}11,f�1�I11I111�IlIlllllllIII;tI111ll111111II11'IIIIIIIII(IIIIEIIIItFlEl1111111IIIIlIII'VIII{1�1{11f11I111I111lII1I111�t11I111 1 I 11 J1 {{ M'lE IF THIS MICROFILMEr' 3 4 5 8 7 S 0 ICU DRAIIIIW IS LESS CLEAR THAN M15 NOTIC6, 11 IS DUE TO 14 YUALITY OF THE EXQIL;INAL - tYRAMING• 17 92 S' fZ EZ 22 IZ 02 of 81 11 91I1 S, lfl EI ZI 11 01 e 9 1 9 S 10, E 2 t"" n1�11nIIul�Hnlnu�Im11INiIluhul�n.11H111lliflu1►tn111»N,HN111 I}lutlnnlNt1In11�t11tI1IH1lIIII1111�Htlltullu111its 11lullmlillid111+11111111:11HIIINI{�NIIINIIINIIIINI�IHIIN{{I1g1,UII�111dHloll ul luEIEL11I1111IF4E1CflF1I1111I1111IUUIEIII�ERIII1F1I1111InF� FEBRUARY 28 1992 ! , 1 i r i 1 ' y~ NGINfF`fj, .IL,' 10 j Ft30N / A M Pry .... l 2.3 3.8 514 (7.5 9� 11.2 12,. REV ISI(WS PIPING & SYMBOL LEGEND wASTE AeGvE GRADE --- ---- - — ------- —� -- t\ _ HASTE BELOW GRADE E F VENT VENT BELOW GRADE REGistsATloN LOBBY GRAD E DOMESTIC COLD WATER (DC W) DOMESTIC HOT WATE i (DHW) DOMESTIC HOT `NATER RETURN (DHWR) i----SO STEM OFIAIN ABOVE GRADE SID ^_.._ STORM DRAIN BELOW GRADE CO CLEANOUT WALL WCO oc OSE B IBBANOUT Fp 90 FLOOR DRAIN • I \ I / I -. GAS RECKLATOR 4t GIuII, �iltt vwi, w i&V cGrIT)wuAT10N SHUT-OFF VALVE — BALANCING VALVE MIXING VALVE RELIEF VALVE_ END CLEANOUT .--I 1 „ _ Ieleiiie. N f i ` TtLEPHONE AL'OIVZ PRE-FUNCTICN CORRIDOR i103 c) 1 � 1 PRE-FUNCTION CORR'UOR t 0 } Exls"G cGNF. Ry GENERAL NOTES � I _ 1 4_4 I A CONDITIONS SHOWN ON THE PLANS RELATIVE TO THE YORK TO BE PERFORMED .r j ARE BASED ON THE BEST INFORMATION AVAILABLE BUT ARE SUBJECT TD VERIFICATION. VERIFY LOI.ATIONS AND ELEVATIONS Of UTILITIES. CORRECT Off ICIENCIES CAUSED BY FAILURE TO PERFORM SUCH VERti ICATIONIS At NO EXPENSE 10 OMWER. IMMEDIAIEIY N011FY ARCHIIF(I OF CONDITION ATRIUM I IN COW IICT WITH THE PLANS. I i --_8 PROVIDE PIPING, EQUIPMENT, AND MATERIALS IN ACCORDANCE WITH I it APP( ICABI.E PLUMBING CODE REGULATIONS AND STANDARDS, AND AS OTHERWISE 10 �-- Rfk OMHfNDffl OR OIRfCTEB BY MAMNIFACTURfRS. - — - -- -- — — - - 1 - -- C COORDINATE INSTALLATION OF PIPING BELOW GRADE WITH STRUCTURAL 130 i IF COMPONENTS AND OTHER SYSTEM INSTALLATIONS. J 1) COORDINATE INSTALLATION OF PIPING, FIXTURES, FQbIPMENl, ETC. WITH ARCHITECTURAL, STRUCTURAL, NIFICHANICAL, ELECTRICAL 114.) FIRE f �/ PROTECTION SYSTEMS. E PROVIDF CIEANOUTS FOR SANITARY MASTF AND STORM DRAINAGE SYSTEMS `l) WIIERF `,IIOWh AND AS OTHERWISE RIQUIRED BY COM �-' EX r„ / �IIiµN + �-5EE sovl_ -Sire CN 04 NUATION. m V t I !D 6 UI CONFERENCE ROOM /• . '��' y 4• 21 JO pg I --.-� W Orr JN4 GW � M �M'!T- '/4 TYPIC-046 A's fy KtV W tV. ' 6 � If 1 I tA1.p*1GtJ VAt.\!2 ;41+1`4 __� I___Ar6 9M _ _ 11,4 27mow � � ��� �I � ,, —-- __ ,�—_� 'p— .-- �X 14r 2"wAtiZ E ! I rw►. n u � w� ._ �� � II �� d r • vROJIGE nIS•w �t.�ANOuT �iL _i! / SERVICE C6RR!DOR ``\ I tl EXTW0-4(2 P,PTNG TG "WNIIITGT NEW IS1+Glw cjWICVICA MAIN. -- - � // � I ¢ �J a0:4 s RA • I •) _ �, II '� A/\ } STAIR C)7- [I � -? RO 10 TDN RIFSTAIR IIAPF) S�0 C T L.-40NE COVE 0L-L z� UP C17 U9 U) C III 59 `I 1 fi© I I vie / RECEPTION I COAT ROOM "C ,2, , 7 4- I)PAVVN BY �N STORAGE h 9ANQUET KITCHEN ST AGE N �• 5 5 \ FVAN LAUNDRY I I r25 !I 124 • 6 (y CHECKED 6Y _/t oRRlao ,�' �c ' I----- I ,i� 3• 141 FN 10G x JCB NO _ BREA �.►` ---- - 4 - • w KOU M I :ye /," Q I I . 'A+',I �/4• 5" )• �," i I I e a:71 I ;, '/+' y • DATE MECHANICAL u^y � - 3 �. . - - - - I YARD Ifl► I" 1 - -- ... I qI / ME - — - -\ - - ---t-- --. SHEET TITLE / 1 I/4" H W It I " Z*`I ww t"HwR 1 �• NF, s Pho T �"+_Iktrll� �I►"»wtt FLOOR PLAN I`�Y 'ZMt' 1� I4" GM� I 1'�HW 21 !",F1w IV:' »w yf 4 1'W I 3rt%W �2• } .Z - 1- 001 I 2 cw � LEVEL 1 — -- PLUMBING ---- — -- . — ?--- F - SHEET NUMBER 2 3 4 5 6 7 B 9 10 1, (12 13 t4 t5 Mow 4" ;;a-A MStIG t115s+1.D 4%60 F14012 uP P;Wm IlEI.Ovi Sit 0111,16 stT• P*dw W0611`111 'iSRv1uT► r+r�ItJ Gr-A.pf To P56vsnm NuN1P srsTEM ( GONT1NuAt10� *00 GJt� t6 VOJ& P"`O °` "`� •F. ���u� "r FLOOR PLAN - LEVEL 1 - PLUMBING GoNTtNUAttION I .,w...,. a` auF�,•►d..,wr�..,,... -*�i,w..w...w�l��, _ ' ' ! 1 ?I " i N III N i11�1jI IFI Itl'��tI111I1�1 t11�ll1 IIIIIII ti11I1 "i 1l�ljr III{Ijt 111111 111'III IIF{t) 111 111 Iit'1t1 III�III Illlltl IFI'IFI IIIIIII ILII fit�t p iIII 1111t1tl,lttttl ' 't { ' ' ► I y I I 1 { t 1 I I I 1 I s I � I NATE: IF THIS M It_"IIDF 1 LMED •`+�'�--!��`�� * 3 4 5 6 _ 7 A 10 _-, 11 1 DRAWING 1S LESS CLEAR THAN TMIS NOTICS, 11 15 DU[ T,1 99 Q"LITY OF TF9 ORIGINAL _ ORMIIIIG' AE 62 917 It 917 S2 ►2 C12 ZZ IZ Ot 61 91 11 91 SI ►t EI t.I II OI 6 9 1 9 S r ► E ,tfl{Illdnnlnnll�ulunbnl{Iw11a111n11NnlnlflnN{nnwll�IwunitHllnnlnnlnH{IIIIIMnIMuIn+�tlulnll{Hnln!Ilnnlullll!u�Ill��nnI1111IUIII1111I11!�Ilullllllllll{IIIIIUIIIUII�tluil!Itilnnitlnlnulnnl1111III1I11111IIIIlIIIIlI11UIU11II111I11 FEBRUARY 28 19 92 to Pit I 10 3 �++EGON r- .Q M 2.3 3.8} 5.4 (/.5) ( y 1 1.2 12 REV ISI NS PIPING & SYMBOL LEGEND WASTE BELOW GRADE I VENT REGISTRATION 1 OBBr III \ VENT BELOW GRADE _ --- _—` -- DOM STING BICLCOLD WOW OFEfl (OC`N) DOMESTIC HOT WA1ER (DHW) T�v DOMESTIC HOT WAT':R RETURN (DH'NR) STORM ORAIN ABOVE CAADE _ SQ STORM DRAIN BELOW GRADE CLEANOUT WC`,� WALL CLEANOUT FD �--- HOSE BIKE? \ FUROR DRAIN UV11. S.It(: IVINf., ---i--- GAS REGt.11LATOR GAS COCK w - -_== - —_ - - - — -- ---� I \, FDa cONf►wu�f10N SHUT-,-)FF "ALVE BALANCING VALVE: \ i - MIXING VALVE I D RELIEF VALVE_ \ i O" ECO O END CLEANOUT �A sit 1 AF. T LFVHONE ALCOVE IS I I I PRE-FUNCTION CORRIDOR ck 3 I � i .�� CLO. W _ m I CONFERENCE ROOM N• r+ ROOM 02 I I II 113 a� • i I II 1 I. I PRE-FUNCTION CORRIDOR EXIST'G CONF. RM GENERAL NOTES ! 103 t ! A CONDITIONS SHOWN ON THE PLANS RELATIVE TO THE WORK TO BE PERFORMED ARE BASED ON THE BEST INFORMATION AVAILABLE BUT ARE SUBJECT Tp I ;---- — -- -- — .___ I VERIFICATION. VERIFY LOCATIONS ANF) ELEVATIONS OF UTILITIESI. i + CORRECT DEFICIENCIES CAUSED BY FAIIURF TO PERFORM SUCH VERIFICATIO t AT NO EXPENSE TO OWNfR. IMMIDIATFIY NOIIIY ARCIIITFCT OF CONDITIQI ATRIUM IN CONFLICT WITH THE PIANS. - I I 8 PROVIDE PIPING, EQUIPMENT, ANS MATE^IALS IN ACCORDANCE WITH y FL APPLICABLE PLIREBING CODE REGULATIONS AND STANDARDS, AND AS OTHERWISE RfCOMWNDfU OR DIRfCT10 BY MANUfACTURfRS. - 1AA ' COORDINATE INSTALLATION OF PIPING BELOW GRADE WITH STRUC�'YRA t 0 COMPONENTS AND OTHER SYSTEM INSTALLATIONS. lip I ` `- w A W 0 COORDINATE INSTAIIATION OF PIPING, FIXTURES, EQUIPMENT, ETC. �MI ��' I A i ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND F11� — — �. �NI��1 PROTECTION SYSTEMS. 1 I I I I �1 I 1 E PROVIDE CLFAWOUTS FOR SANITARY WASTE AND STORM DRAINAGE SYiTEIS ! WHERE SHOWN AND AS OTHERWISE REOUIRED BY CODE . 1 , I I - II Nw SEI Uv u.. -Fite � � U 24H N^r Gw H A 5HI TT_ 4AU O —"'-- — -- r n 6I►6r�Lw vAwZ I Eya' ��rl r� C r - - 8.3 EXl&sr 2.' WAbTE' � I.bGAT1nu y WrJ � o> _ 'RJ✓I pE N Q�w G1.6ANOuT ' SERVICE Ck ROOR I ZI C:AT1Ea►O PIP �1Csr To " .INEGT l O NEIN Fgk.G4 SE7LVIGis IAA,P4 o\\ cr \ J — IFl / I I kAAED— R M _ 1 \ 7- ✓' LTi - I 11?j I 1. i I /I �!I 0 I I AN RL STAIR I I ST�•2 I I , vERTv a cTl I T L_—!� 4cpr , TiP-4 LEPI ONE F f _ _ O X05 D _ — ---_ — UP D N � � I � �2 I �� ul C i L ✓ C LRECEPTION COAT ROOIV ! I I Tye•0 If Izl Loi ' I k!i f i DRAWN BY \� \ STORA iI' iANOUET K CHIN AGE 2I EX151'G UIUNORY ' /� '� ,126 Iii �" • S 44 �� a 6J , . I �� I I ... _ -_ ,.- _ — _ � ,`- m Ki _ � • _ - ___ CHECKED BY t� % 4 �CORRI;�<�yl' l I •U t� `'t�- ' _• 'T' JOB NO ! \ / , v Q .'M►' -✓ I � `7, • ' _ . - � •• �n O� BREAKOIJ M �1► t I I� V4� r I 4 1 ,¢.• ' " [)ATE MECHANICAL 5 - YARD IJy►` ! To - �� -- - --.+ I� _ ' i _ —"�—" SHEET T I TLE "TNR i 14 11114 li I I*MWR = 2 �I• NF. SUPPO T 'will 1W►"HM1R II Iyzy YS I — /� 2�"hI J �- ' I � } "„"w (;vr'Hw ! FLOOR PLAN \ _ 0 Vow 1 2 �%ly I �" Gw I LEVEL I -_ = I ---- — — -- — y---=----�F PLUMBING � I r � 1 I I EE. ' NCti1HFFi 1 C) I 1 1 2 ( 3) �4 \I NEf1w 41j ✓0 1C Tli /.!/1,(� J 4°ooll 9Ic,SQ up r'RUM 1 cow #or OM1. 11T/ Owe \ wlT6clz StRvl�.fs Ian lr-1 O+AAvIE TO 5006T X E,uwlr s'sTtM, FM dONTNw*rlO#1 pROV I DR 4SH UT•a F I JA 1.v o ^'r P 1 s`0 u4l6 slra vl�&• E=ToE.z r-PNRux r a4 � MIS FLOOR PLAN - LEVEL. 1 - PLUMBING I 1 I ' � T f 'E� III 111 111 III 111 '111 TEI III Ill 1-1 1 t 1 1 1 1 1 1 ti I 1 III III III III 111 111 111 111 I�1 (l III111�111'III III 111 LEI IE) LEI III IFI IFI II (ll Ili II^I�I! II IFI 1 ._ NOTE: IF THIS MICROFILMED 2 3 4 5 8 7 e DRAWING IS LESS CLEAR THAM THIS NOT 1%& 11 1S OW TO THE QUAL11r OF TTE ORIGINAI DRAWING. OF 62 R2 11 9e ,7 ►7 E2 22 1z 0z SI 91 11 91 SI `1 E 1 21 11 r1 6 9 1 9 S ► k r I I I I I I I I I ti I l MI I I I I i 111 I I ( I 1 n1 IDIIna unhnl nnllrrl nuhnl uDlun nulnn uulun unlnn n1lnn nu11111 U11111111111111I I Inl►Tui nlllllll IIIIIIUI IIIIIIIII IIIIIDuIII11I1111 IIIIIIhT.�I'..,::IIIIIIIIIIIIIIIIIIIII nn1m .II11I1111 111111111.1111ri111IIIIlII111II111IU - r _ FEBRUARY 28 1992 I PROF. �L O 1 EOpN / • 9"pq,��°y' Leo�}/ H M FNN C/ 3.FI) 5.4 C.5 Cg 11.2 (22 REVISION', PIPING & SYMBOL LEGEND. _- - -----.--- _--. ----------W_..__- I \ — WASTE ABOVE GRADE FE sVASTE BELOW GRADE -- -------- VEN REGISTRATION L.08BY I I \ VENT BELOW Cw4ADE • I \ I I —r_ PIPING BELOW WADE _ DOMESTIC COLD WATER (DCW) DOME-TIC HOT WATER (DHW) DOMESTIC HOT WATEP RET'JRN (DHWR) -----50 STORM DRAIN ABCVE GRADE --SD _ STORM DRAIN BELOW GRADE CLEANOUT U \ i WCO"c_ WALL :L.EANCUT / I • I HB 0 HCSE 8186 FLOOR DRAIN \ \ { I{f r,4v1L 4IT0- VW&� / I FD PAS REGULATOR / I I — __. GAS COCK _ I I SHUT-OFF `/<LV1= I BALANCING VALVE MIXING VALVE I I , • _- RELIEF VALVE x ECO END CLEANOUT CD ID sp;ii)Ii I 13U � Isv'. CC - - --�- - T_LEPHONE ALCOVE Ls. I i 111 \ PRE-FUNC110N CORRIDOR 0 ��� I I I ^r V 1 W I { 103 � t -I---- - -�--- __ - -y — — -- — -__ a; I I O CONFERENCE ROOM tt3 I PRE-FUNCT.ON CORP.DOR EXIST'G COMP. RM. l I GENERAL NOTES i t I ? A CONDITIONS SHOWN ON THE PLANS RELATIVE TO THE YORK TO BE PERFORMED I ARE BASED ON THE BEST INFORMATION AVAILABLE BUT ARE SUBJECT TO I VERIFICATION. VERIFY LOCATIONS AND ELEVATIONS OF UT11-ITIES. i CORRECT DIFF ICIENCIES CAUSED BY FAIIURI TO PERFORM SUCH VER IFICAYIONLS j AT NO EXPENSE TO OWNER. IMMEDIATELY NOTITY ARCHITECT OF CONDITION ATRIUM IN CONFLICT WITH THE PLANS. ' I II I I 8 PROVIDE PIPING, EQUIPMENT, AND MATERIALS 1N ACCORDANCE WITH CG APPLICABLE PLUMBING CODE REGULATIONS AND STANDARDS, AND AS OTHERWISE I� !� RfCOMMEM(F() OR DIRECTED BY MANUFACTURERS. N cin OAA I� T COORDINATE INSTAI.Ll.TION Of PIPING BELOW GRADE WITH STRUCTURAL — _ o COMPONENTS AND OTHER SYSTEM INSTALLATIONS. - ^ I D COORDINATE INSTAILATION OF PIPING, FIXTURES, EQUIPMENT, ETC. WITH ARCHITECTURAL., STRUCTURAL , MECHANICAL, ELFCTRICAL AND FIRE PROTECTION SYSTEMS. q •I I I E PROVIDE C1,ANOUIS FOR SANITARY WASTE ANL' STORM DRAINAGE SYSTFMS hl I I U WHERE SHOWN ANO AS OTHERWISE REQUIRE[) BY CODE . j I III l II I lfXtS''G CONF. QM / �� t I IIf►FLN 5EE ,;.ivi, Sire 04 � "r-w I � GvJh Fid wNn C � V I I I IJu,k.r(ak F` C13 1 Y CONFERENCE ROOM #4 • �• Q G a i � I ; I �) _ T1►PI r-A L As T•1•f/W N. l VPN 61 YI�WB I �IY4"M N 3 C �_ t t%xl�ir '1"WAyZE ` I — LDG^T10••1 9 w/J I CT> �� I / -r#I '��1/I�fi N Q•W crl.�/►NOut \ 1---I� I C -- I - SERVICE C RRIDOR \\ 1 t I CX1r0 PiPI.J<w To "wp4asr - N / g - I NEW 416-P& SERV ICI 1`011061014. � cc _ --• — - _ _ - — — — — - -- - — — 79 I ` �_—amu" i �'•SD i OR �� j STAIR � 23 - 11 t ASV R ffo101 X } STAIR Ive I i 1`410NE �� a 10 UP �I � ` l C�t 04 LAJ � l(/ - i RECEPTION AT ROOM 2 •' j 4" I' Y.L. _ �_ ," P�'��I _° I co Oa ; I . / i I j \ I� _{ I I tyP•S I•j i 121 I 107 j t �4 t nRawN BY / \ - STORAGE �. 13ANOUET K CHEN ST AGE EXIS1'G LAUNDRY �� � 125 j 124 • I 6 I 112 DI j �� 01g v " CHECKED BY } 1I - ,,art = -- y" ---- C1- ... �. 4y , 7`I000RRIUO / �� vN - \ If� f �� j ` I JOB NO I _ j• sJ! } L[a � b URL AKvI' A' j 2 1 149 ,JJ/i' o� . _- `5" � c - 5° I• � I f� a-- .I" 4' �s y � I DAT �MECHANICAI ,[ I _ I 4 i •�+ 1 1 '✓'T 5 '2 -" � E I K � -_- \ \ / YARD �l• « __ • �. - - �- SHEET TITLE 12] W R Itis wwlL i 4 " , IS4 11 { « I NwK 1 • 44 I Zyi MMI i I -� � F. SUP T >!ty MYtlt 2Rtt•low 12 4� vw G• I ?• Hw s Iro- ` - _"Nw IVt"I+w { FLOOR PLAN' L. .� , I ?. I I LEVEL t [�— - - __ — — -- - _ - I -- F PLUMBING i >Hi_E T NUMBER i 1 1 V 3 4 ( 5 6 7 ( t4 1 10 , it� t1 (1D 15 J wow 4' �o �e;tt�� 6u1,a 4uuw �t "w UP PROM s9wLN 009 0 FTI. IWO Pwrl► / \r/ wArgl� SSRvI� o,RADllI ro 500�rUR PjMP sysrEM 1"1A11►-1 PR shI r.��SlyuAfl�W P1 °E LJT "' 11^%111^%1v6� �� A>r P SFLOOR PLAN — LEVEL 1 — PLUMBING566 C416 SITG VLAlG, f->r� � N14ir s 8,4 • A. ---- - ----- — � vONTtNuART I()N ' I ,, , , ('IYI11111111�IIIIIIIIII��tM tLII�IIIIIIIIIIIILIIIIIIIIII�II+�yJIlIIIII�lI1f111IIIIIIII�lIfI1ft11III�IIIIfIIIfIIIIIl11I11111I11 ��1111111'VIII+IIIIIIIIIFII'LTL111111111111'1111111 ) FATE: I F THIS MICROFILWD I 2 3 4 5 6 7 0 O IC DRAWING IS LESS CLEAR THAN TH I S NOT 1%o 11 IS DLI[ 10 1W QUALITY OF TIE ORIGINAL DRAWING' AE 62 A7 Il HT S7 ►7 Fe 7I Ill 07 61 61 LI 91 SI MI EI tl 11 01 6 U 1 O 5 ► F ,nlillnlnlllwlllulllulhml�nInu�luII1111Illlrinn�nnlnn�lminn�•minnllnlln11�1lIIINII�IIIFItv1�PuII111�111IIII11�111111�II1111111�11111ntII111111111�1111I1111�111111111�III111111�III1�IlUIunlnnlnlll1111�IIIlIIII1111f�Ull�llll11111�1111IItI1�IIIIIII11�11U�1111 FEBRUARY 28 1992